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HomeMy WebLinkAboutRE2007-000589 - PLANSP r 1 / I .I rl 1 1255 SOUTH MAIN STREET G PEVINE TEXAS :1111111111111111111111 lj� RA 000, 400 4,00, 1 OWNER: STRUCTURAL ENGINEER: FOOD SERVICE DESIGN-: ARCHITECTURAL DRAWINGS STRUCTURAL DRAWINGS MECHANICAL DRAWINGS µ, FOODSERVICE DRAWINGS CONSILIENT RESTAURANTS- HUNT & JOINER COMPLETE RESTAURANT SERVICES, INC. 000 COVER SHEET 500 ENLARGED PLANS SO GENERAL NOTES SP I SPECIFICATIONS K I FIXTURE PLAN 2902 CARLISLE STREET SUITE 105 1824 MARKET CENTER BLVD., SUITE 620 2668 MYRTLE SPRINGS S I FOUNDATION PLAN SP2 SPECIFICATIONS K2 ELECTRICAL REQ. DALLAS, TEXAS 75204 DALLAS, TEXAS 75207 DALLAS, TEXAS 75220 100 ARCHITECTURAL SITE PLAN S2 FRAMING PLAN SP3 SPECIFICATIONS K3 PLUMBING 'ItEQ. I CONTACT: TRISTAN SIMON CONTACT: JASON HARRIS CONTACT: RANDY WELBORN 600 MILLWORK DETAILS S3 FOUNDATION SECTIONS SP4 SPECIFICATIONS K4 SODA & REFRIGERANT LINES 1 PH (214) 922-7516 PH (214) 760-7000 PH (214) 350-1 1 10 200 SLAB PLAN S4 FRAIMING SECTIONS • K5 IN WALL BLOCKING PLAN FAX (214) XXX-XXXX FAX (214) 760-7050 FAX (214) 350-1 131 201 FLOOR PLAN 700 DOOR SCHEDULE, S4.1 FRAMING SECTIONS MEP I SITE PLAN - M&E EMAIL: tsimon@consilientrestaurants.com jharris@h-jinc.com randywelborn@crs I .net 202 REFLECTED CEILING PLAN HARDWARE SCHEDULE S5 TYPICAL DETAILS 203 FLOOR FINISH PLAN DOOR DETAILS 2Vr l AC 04 SEATING M I =�� ��� ��� � �� �� t, }.�. ARCHITECT: MEP ENGINEER: NG / EXITWAY PLAN M2 MECHANIGAL}"1"41LS F, 701 DETAILS •�= ; a �+ OHN E. WHEELER III ARCHITECT INC. 205 ROOF PLAN !� MECHANICAL SCHEDULES ; }, `' R �' 1 JSYSTEMS ASSOCIATES 702 BUILDING SHUTTER DETAILS � �� 5454 LA SIERRA DRIVE SUITE 203 2351 W. NORTHWEST HIGHWAY, SUITE 1203 703 PATIO SHUTTER DETAILSA300 EXTERIOR ELEVATIONS E I FLOOR PLAN LIGHTING ,S " )" AUTHORIZE....�.._ DALLAS, TEXAS. 75231 DALLAS TEXAS 75220 �!f 4 lfFrr IV,�ANY WORK e� C04il.�CT 301 EXTERIOR ELEVATIONS gat..!.;: Y,�,-- `'� • CONTACT: OHN WHEELER E2 FLOOR PLAN POWER r r�prs�, `,1 '`'`"`, "'��" �,'3E KEPT � ORDINANCE J CONTACT. RUDY SQLIS 800 WALL TYPES _ E3 FLOOR PLAN KITCHEN POWER w}tlS P' Z0 PH (214) 987-0160 PH (214) 350-6487 3O2 WALL SECTIONS ROOM FINISH SCHEDULE J FAX 214 987-0409 303 WALL SECTIONS �',.� E4 ELECTRICAL DETAILS n s ( ) FAX (214) 350-6497 -/ E5 ELECTRICAL RISERS &DIAGRAMS aY�rr-�, ' 4 ..4 * �v 304 DETAILS �.!�!! r�.,��.� ! •��T �� 900 SPECIFICATIONS a ELECTRICAL PANEL BOARD SCHEDULES 'ec•i:t,'•G '; ti;''+OR , ,�?£ ��-3wnY t" EMAIL: archjw3@sbcglobal.net EMAIL: rsolis@sai-dallas.com C r. , 901 SPECIFICATIONS ,�. f�, ,. \:. �µ,�...1•.....; !end. ", CE APPROVED. � CIVIL ENGINEERING LANDSCAPE ARCHITECT: 400 INTERIOR ELEVATIONS 902 SPECIFICATIONS P I FLOOR PLAN WASTE & VENT L P2 FLOOR PLAN WATER & GAS SON DESIGN GROUP ARMSTRONG BERGER INC. 401 INTERIOR ELEVATIONS 903 SPECIFICATIONS 7800 N. HENDERSON, STUDIO 100 2611 STATE STREET 402 INTERIOR ELEVATIONS 904 SPECIFICATIONS P3 DETAILS � � 403 INTERIOR ELEVATIONS P4 PLUMBING SCHEDULES DALLAS, TEXAS. 75206 DALLAS, TEXAS 75220 BRYAN KLEIN CONTACT. JOHN ARMSTRONG 404 INTERIOR ELEVATIONS P5 PLUMBING RISER DIAGRAMS /` P6 PLUMBING RISER DIAGRAMS PH (214) 370-3470 PH (214) 871-0893 FAX.(214) 370-3-083 FAX (214) 871-0894 EMAIL: bryan@iondesigngroup.net EMAIL: armberg@armberg.com OCCUPANT LOAD TOILET FIXTURE COUNT CODE DATA RESTAURANT APPLICABLE BUILDING CODES: REQUIRED FIXTURES PER CHAP. 4 2003 IPC. a NET S.F. INSIDE OF WALLS = 4,168 S.F. 2003 INTERNATIONAL BUILDING CODE WATER CLOSETS: MALE / FEMALE 1 PER 75 2003 INTERNATIONAL PLUMBING CODE SITE USE S.F. LOAD FACTOR LOAD LAVATORIES: MALE / FEMALE 1 PER 200 2003 INTERNATIONAL MECHANICAL CODE 1 COMMERCIAL KITCHEN 1,479 200 8 2002 NATIONAL ELECTRICAL CODE DINING 2,394 15 160 TOILETS URINALS LAVATORIES • TOILETS 253 0 0 13 4 MEN 2 1 HANOVER DRIVE STORAGE 42 0 0 W _ . 134 WOMEN 2 0 1 , USE GROUP N Z SUB TOTAL OCCUPANT 168 PROVIDED FIXTURES A-2 RESTAURANT f _ TOILETS URINALS LAVATORIES - MEN 1 1 2 THE OCCUPANT LOAD OF THE BUILDING SHALL BE POSTED IN A WOMEN 2 0 2 — — CAPITOL STREET CONSPICUOUS PLACE, NEAR THE MAIN ENTRY DOOR. POSTED SIGN SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER. SEATING TABULATIONS -- DINING - 128 ---,~- BAR — 10 STATE HIGHWAY 114 �\ TOTAL - 1` 38 h C% N o, VICINITY MAPNO SCALE `— j MUNICIPAL WAY ........... (10 9S9 A=Ivs AG A! E-EI/.4 rAW TO a A7ED AA7CEW Gam' OF D TO BOTTOM LA "� 76' B ' 2/' 3 l\ u bu LOCA T/ON 655- COl'V tct7 VT A T I� , � ,\ - •�-� BACK AEw 6'-0' !N/ FlNIS � 0 658'- CCACkF T,E S ✓ALK. DATUM EX/STib1 G CGD TE CCa^k' S�G1ElNALK 100 -0 co) SDElNAL�'S TO QVrA7r o T PAT/OAEW h / " y COACH S// l�YALK. ------------- pq a � F-d ivi IVf MAIN STREET (SPUR 103) 6 0:�- w Y c0 a, ARCHITECTURAL SITE PLAN J O CL Q U V— Mf N IA N .�..� V! .J o0 w W Lj W N- C N v W 4 W a ul z g 0 JOB NO. 0619 REMSIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET 1.0.0 C 1) 13 '-0' 160 '-141 get- 1 11 11-4 Ive, M '-7 314' '4' 1-4 INK, 9 //191 qw-g- /* t J'-,6 114' 51-61 14 -3 7116 5'-014 '-3 7116' 51-61 W-1 I" 11 , t 5 //& 3-6�,ye-3 4- 51,6- 5- 13116- 3 518- 1;?:-,4 A5116' '91 7'5 5116' 3 .f/sl 7'2 118' 3=4,7--, Q /V-0 11116, 16 9 518, + IQ. 4/ 1w, 6' 100--0 --- ------------------- i CO3 F Loj 51e -5�'-F-1, qp () I i H-00MV' Al nOCW &AS �=OP nOCW L--J MCLIVIM7 LAVAW.5 13 9 1116 341 318' / 3/ 3 =7 718" 4'4 13116' 103 Ec 3'�-6 112' 10'�-3 A21, 71,6' 2'-10 71(9 31�-01. '-8 112' 91-01 4�i--? 5-8 11116' 100'-6 N L J Vr) RIVA 10 ;A I i0i %I L -j F n — tc) L -------- -4- 5'�-4 5/6' 3 �-g 3,16' 3'�-4' 2'� 7-5 112' 7'� 9 112' 3 +8" 3 =1-18' IN 'X IOW-60 I \/ �'OPMF 12- -AM046 99!-10-1/2- 1001-60 &OcW AAL=A TO all ILOOP ZWANSA=-r + n 00e LWAN V2' Aa=7/1W J=A//4QLXn Aqlrw ----------------------------- ------ 6'2 112- 6 '-2 3/46, 1W-6" p / Jqla 7 N 1- — - — - — - — - — - — - — - — - 7 112' 6-3 -W k) oil I00'-6- ---------------------------------- + 73'�-4 3' �-3 1116, 9�-/ 1,6' '4 314' '9L 7'-6 I i, IOW-70 ... ..... . ...... 110 0 01 V-1? 5116, 16 '-3 914" II 15'5 JVW P-4, IK, 6 28 -7 3/4' A> sL � SLAB //8" PEiP FOOT 99'-10-1/2' - - ---- ----- - — - — - — - — - — - — - — - W4 5 I-9'2e , �V' 13�4 i 131-01 i 16=7 314' 27'-4' 3 4 118, 3 N L 99'-8-1/4- m 01 303 99'-8-11,C a 3 01 SLAB PLAN SCALE: 1/4"=1'-0" V GENERAL NOTES VA49W5':;0W CW 7MS S;EEr Aa= APOW =A0v=- 0= CMCA:F1-E TO FACE 0= C6WA:r1-e 09 115Mr6afte 0= cM.1w N in (A .J W LLJ c N "k W > c*4 LLJ w z 0 r Q j' a, JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION ,DATE 2-20-07 SHEET 200 0 a 42 500 1 � 2T 3 4 28 =7 3/4" �i 4' I 2' 4 ///6' 1/ /W I 1 I I I 01 i 500 '-rrrrrlvrrrii rririrrirrrrrrrrirrrrrrrrrrrrrrrrrrrrrrrirrrrirr � rrrir�rrrriirrirrrrrrrr „ irrrrrrrrrrrrrrrrrirrrririir/ `,..Lr......rrrrr..rrr.r.rrr.... i� X1, _.. - fill Ir __�-==---F--.,! \ +_ - __- - _ — ' _.._ — L_' - — �— . _ lit � I- III _=-- __--- •' 06 , 3 401 I El MECHANICAL �7) 0-- ( �I HALL; - �-' OFF CE �`— I �� �— IFIREWOOD AO Gz/ I 1 E`' 14 MEN I 1 2 \ ° Q STORAGiE -�..._- 2 s r I i t �� i _- _ ----- 05:1 II. a KITCHEN' - w :,:.> .:.:>,; _..::,. 1:4 AKSGCAT I SOYJ1�7 BA,�"T I I F �-.S.Sw— FAL 95 WAVOW I c SERVIC -- WO EN -�Li �- - �r • -, 1 .r Li 44 �_-__------� � C;; >•n;•tvr.g.•r tkrr...::a'+i�l.^.%+:!:+:'+.. t';t� r r r /. v II \ LADL715P �`�� 5 00 03 M 7 0 2" 4' 04 01 T 03 I I I 1 4 c'8' 6'5" 9'S v4' �-�=9 T//6' 5'�9 �//6' DISPLAY COOKING - - - r r 4 _ _ I I _ -- L _ _ J 4' 4 //4' T 4'6' 04 . -L _ ___---_(--fDJ'iO LOW WALL G- I I I lip �I I ❑ . ,1----, r , —C, . — . — . — . — . — . — . — . — . — . — . — (;—— — — -- -4- Q — lii�'_ I - , i _-----__—------------ __ O Q f r ur ,I II \�= `'llI Its �, b Y r III II _ _ u II cmnnnnnopopon l '-------- nob—nm44n_n kr-OFSLIFAEV FALL WACOW _ --- _ �___ - - -- L'=-= --- _ _--y7---�� 01 "� PATIO I f BAR I = I I -1 , P i r LLI-UJLL 05 --------------------- Ii I I DINING-------- , . ' II ' II II r, 02 l , 05 i 40 30 =0" 402 4 6-129' f�' /O ///6: =7 9//64 5/B' 4 -6' /O' 6" � 4' /0 5/8' I I O G 4: 1101v 0 /U /M/O , f--------,---------------- -- LOW WALL V ' a rrrrrrrrrrrrrrr ,r,,,r. Nt 9 lb r " a ////6� U4 5 06 DINING 03 400 b •�- b `o I f' I h h I WAITING 03 02 .� 04 400 2 - h I ENTRY I ----I r01r �Y ,^ r 3' j 7/8' /'4 //8' 1 ro V r , r , r , firrrrrr�, jrrrr,rr,rr I r , r r ' 01 . r I 9'4" 3'-0 7/8' 3' 7 //4" 9' 4" 2 = 9' 4' 3' 7 //4' 3' 4'I 6' 4 /3'-0" I /5' 5 3l4' 28 =6� //2" /6 -7 3/4 28 -7 3/4' 27' 4" 60'-8' 2 o, FLOOR PLAN 51 :- Q N N h W J W w 1w Z O RENEW Eli+ U) F- U W F— U Q JOB NO. 0619 REVISIONS NO. 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Q.. :;, � � -{ -{ I I I I I I I I I I I I I I I A.eTAL SC�F/T --- - A2 Ar 8'-O' os -� A4 I — - `.-�" II II III II JIII I II WD-t ICI-2 PT-1 A4 A4 A4 I WDOD rasaas TO STAW _<% — II II II II II II II A3 -(- II II II II II II II II II - - - II II II II I► II II !I J` II II II II II II II II II G �A2 A2 A2 A2 A2 II II I II II II II II II -ram II , II II II II II II II II -�.—...—.----.—.—.—._ .—.—.—.—.—.—_—.— —. —. `Az-� �.--I+.�.-41a —4--N-.—.—.—.—.. - --- -�} I II II I II IuI III II u� II m r Al �r- A2 I u u u u u u _ ..............CCKCGEALEO S'ELAIIE A2 M2 A2 A2 A2 _ j -- -- CE/LAG AT 9'4' AC-3 FA�/C G'D(/E�D = 'r �" fir`------------ ---- ----I AC(�CY 6r1CAL PAIU!ZS - ,r OLZ 01 0 0B3�7 O A2 A2 4_. _A2 - A2I _A2 - �A2 -�-G i 4 -------------------- ------ -- --- --- - — — —0 _ Q. j �G ' G E E E E E E I I B3 I 01 1 2 3 CP T A T�/� EXPOSED Qu o, REFLECTED CEILING PLAN LIGHT FIXTURE TYPES Al SURFACE MOUNTED FIXTURE -0 WALL SCONCE Al A2 SURFACE MOUNTED FIXTURE -�- TRANSFORMER. SPOT WITH SUSPENDED TRACK OR J BOX MOUNTED WHERE SHOWN A3 SURFACE MOUNTED FIXTURE WITH J BOX MOUNTED A3 TRANSFORMER, NARROW FLOOD A4 -SURFACE MOUNTED FIXTURE _(%'� J BOX MOUNTED, NARROW FLOOD B 1 RECESSED CAN LIGHT 0B1 B2 PIN LIGHT ADJUSTABLE 0 02 B3 RECESSED CAN LIGHT 0 WITH LENS B3 N LIGHT B4 WALL 0 WASHERESSED B4 C RECESSED 2'x2' FLUORESCENT W/ ACRYLIC LENS C D UNDER CABINET TASK LIGHT D El INCANDESCENT DECORATIVE FIXTURE N N W I- N w U one w w �� > o� U `" w � a W f/f Z q1t 0 F UNDER COUNTER LIGHT G GROUND MOUNTED FIXTURE NARROW FLOOD G W H ROOF MOUNTED FIXTURE - W NARROW FLOOD H J INFRARED HEATER I JI z K WATER MISTING FAN K > � W L SURFACE MOUNTED FIXTURE -0 'WALL SCONCE L M SURFACE MOUNTED FIXTURE LL ON POLE, SEE NOTE 8 BELOW M NOTES /. ,SEE LTEC7,P/CAL IIAN FC)P ADD/T/CW1_ H,Vn..ARFS MOT SAIOWV CW 7MS PLAIV 2. ALL kECE,SSED F/X7ZOW 7kA46 TO PANT TO MA TGJ-/ ADJACENT CE/LAG rlV1 A/ 9 ALL 6605ACLF A4CM7E0 EA4EX;r9bCr F/A7ZA:L=5 TO PAAVT TO MATCK•/ A9_140EVr WALL FAV/S'// 4. ALL AC G ZZS ScLAkEFS, ETC. rO PANT 5. ALL WA;AG AV EIIPO.5ED CL=ZAbG AkL=AS TO 46L= /N CST. 091ACU/T TO PAA(T 00AC /T TO Ems' A16rALLED AV A /1EAT A/IO Cknffa E MAN1_5P. COAC454L AS tif)GH AS 6. F/X7bW TrPES A.2 AS, A4 TO f. = AtaN7ED GYV _ZWrIO'V BOX , 0e 7,9ACK AT /O'-O' ABO!/E FnseD oczcc . A'.AC - r1CW BOX AAA CC.ACUr TO PANT 7. keTAL 903%W AV EXPOSED /-XM5L=S AAV A TTAQ/r PLA 7ES AAO ba TS TO PAAVr 6t L/6X/T F/XR E TYFE M' M aF 11Vk2W5F A4t%W7ED OV r00 0= CAL 1/A1�.Z V Sr4EZ POST. ROSr TO a-= Slip 7ED TO SLAB, //IDS1VE LOW 6KX5K WALL. CE/V715�ZA e OF Ar F/X7Zh9e rO ALIGN W/77-/ CZ-N7ZL1AE 0= / 7A7ZALF Z/' AlaN7ED OV 7 :ELL/S CCYI. S, AVW9 bUDAbG JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET 202 G SEALED CG'TE PT-6 ❑ .y 6UAR32r 71LE QT-2 Q1B-1 ` SA4OT,- CY/A,Wr r/LE QT-1 QTB-1 SEALED CCU CALY TE-- - P'T-6 SE4LLV CGD vM&FTE l MAe _ woeo H- GT- GTB-� NN-3 + 7X�C O $7�,0 D C MAMC Me \ 0 S-7 CT-4 CTB-1 ti --- _---- ----------, D tzo -d I AL !V /W7W G Wit[ 5-6 .111, 1111 011,1111 wooO 1IYD-3 � M j W;7�,54a,9 j srCY6=- R s-s 0 STOKE /z.00RAG S-8 F W 107 [D 01 FLOOR FINISH PLAN SCALE: 1/4"=V-0" M N N X W H �y I.L. W U (n W Wo c Lao �• Of Q V- U N .-O L)C Q W N z s = 0 rt t/) W 0. W ui Q z V) W 0� LL yy .-7 •�' � � sr' bU kr I' c` h'' L' y,.11l fJ L RENUN JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET 203 Ira 0 _❑ s1, f 0 4 L----------- A I I � Chi i I li � Li! it Li Li Ej :j --I I 7137 44" EXIT AISLE= II II 1� Q 1 I I / ::jLL -I L—/ < I I I I I I IN] m 0 Iff 01 SEATING AND EXITWAY PLAN O (D SCALE: 1/4"=l'—O* N n N clL .W N (� O O W U M tc W W 0o W ow p � N W 1.rL Q � y z O mm") O W CL W W W 0 z � W L.L. JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET 204 G 2 3 4 i--_---------- 1 I i 3 I 03 1 61✓AVE SIGN 117'-0• 1 119'-0" Z - - --- -- ---- --- - �] Il �_ . — A `— • � 4� IJ 41 I1 I ji �,I II II II II II II ova FLOW rar2AW �okOP FzoW LWAhV\ O J I (I II II II II Il 033t - o I. 2 ,_J III it II II II I1 II II , L� F—_ III III II fl II it it II I l \ I ` L,ry 1 I II„���"III II II Ii II II LI ,Poc- L7PAAV RiU RTU \ .j-'� II III II II I I I I II I I I I I RW I 2 i ice," I I r-� __ III III II II II II II II III �,-� i \ � � --�---� �_� I III IIl II Ii II II •II II I iI I, IIIII II II II II II II III KEF I I I I I I I I I I i t I I 0---.—.—.—.—.—. -- — _.—•—. ------ -.—.—. 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AAA GLASS GA IF TO PANT DES WD-1 PT 1 PT-3 oz NORTH ELEVATION G RENEW DPirc— JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION /h5-C7l5 SC,P SLTTAL DATE 2-20-07 SHEET BUILDING MATERIALS CALCULATION TOTAL EXTERIOR SKIN AREA, EXCLUDING DOOR AND WINDOW OPENINGS = 3,520 S.F.. nnn BRICK & STONE VENEER 3,520 S.F. = 100% AM LAG TO ASVT P PT-3 \_., \V/' AIFTAL . ' . = ccz m v_+i cc _ �l!:-C/'�C/]?�77 �/ LlL�V {./!CA T/VL _���rl i 1 r'1 11 r l 1 1 1 1 1 1 I I I 1 I f I I I I I WALL SMACE IIIIIIIIIIIIIIIIIIIII.IIIII'IIIIIIIIIIIIIilIIIIIIi L-.-"L ' - - - - . 1 ' ,-LI J- r - ' . I I I I 1 1 1 - -� - - - - ' I I I I I , - I -- ---� . I I . I . . . I I I I I . I . . . . , . I . . . , I . I I I I -I- -1 - I- 1 I I 1 "l-- I _- 11�- I I I I I- 1_ I "i""I '- i 1'!' 1 I I I"'-r'- I I_ I "'I I' I"'r �. rl I 1'"'I"'-'I--' I- I I "I -"'I I"""I""I' 1 1- 1 1- 1 1 1 - 1- 1• • ' ' - 11 1 1 ' I ' I ' I ' I -..- I. ! 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I • I ' I ' I I - I - I - I - I - I " 1 ; I 1 - 1 - I - I - 1 - 1 - 1 - 1 - 1 ; 1 - 1 - 1 ; 1 ; 1 . I I 1 - 1 - 1 - 1 - 1 I 1 6" x 6' BPS. ; I ; ' ; DC�P A/�97 /'AAA PT-10 CMA+P CCK�'� 06 ; ;--'PTO PAWT 1 I 1 i 1 '• I I J. _ _ L' L• ' 1� I J I 1 I I I 1 I I• I S— • ' . ' ' . ~ r _ ; IIII. I 1 ' , , , ; , ' , 1 ' I 1 ' I 1 ' I 1 ' 1 ' 1 ' 1 ' I 1 ' 1 ' I 1 1 ' 1 1 1 _ '' . ' ; ' L, I I. I I I I "J "�� J I I• 1" 1 1. I 1 1 I t ` I 1 I I I -- r 1- 1- 1- 74-� j�111r1111�1h11`�Illllllll�llllllllllrllll�l�ll�ll�llilllll_�!IiI1411,�11 �11 rll I I I I 1 1 1 'iI I ` 1_ 1 �_} ' I ' I I ' I ' ' I ' 1 ' ' I ' I ' I ' I '- I ' I I I ' I 1 I 'r1 " I ' I ' I ' I ' I ' I I' ' . ' •I ' 1 , ' I 1 1 ' I ' I ' I -I ' 1 1 'I. ' I • I ' I ' I ' I ' I I ' I ' I ' I I, - - , Lt1 111 . . . . . • . . - L., • • • , 1 ,' I' I' I I I' 1 --I-!- I-' I! I---1 _! 1! I! 1! I .L_I _.`. • I�• 1 I . I 1I I 1 11-+ II r •�T�--r-'i - _-_ ' I 1 1 1 1 1 1 I 1 1', I I 1 I I 1 . ' I I . . . ,1 '• �• • I I j. -I- -rJ-r -1-'-r-ITS--L-1- I I I I I 1 1 I r -1- -1 1 1 r 1 I . . . . . � • • • • I I I I I I I I 1 1 I I 1 I 1 1 1 1 I I I I I 1 '- I- I 'I I I 1 . . . •I' � • • • • • • I 1 1 I I I 1 I 1---1 -- I I - I I I • . •� ' , • . , ' , . ' ' ;�' ' 1 , . . . 1' I' I' 1' 1' I' I' 1 1 1' 1 I I I I I 1 1 1 1 I I I I 1 I . 1 I 1 .1 I I I 1 1 1 d •.� I, 1. '' J - • • DOG)P AAA =PAAJff EMHCMCAL RAM -ES, TO PAWr P1 7 SW/TCf*=_S, 4e74P, ETC. CCAC TO SEAL ,PAZAG TO PAAfr rO PA�vT TO MA MY.' SOUTH ELEVATION aplcor 02 s SCALE: 1 /4"=1 '-0" T 10 BUILDING MATERIALS CALCULATION TOTAL EXTERIOR SKIN AREA, EXCLUDING DOOR AND WINDOW OPENINGS = 3,520 S.F. BRICK & STONE VENEER 3,520 S.F. = 100% M N M _ y W 1�- w J o0 La V M W W No woo = cb p � N v Li Q W_ N z i 0 W � W W W � Z V) W LL (7 REi,Euli Dill ,' 1 JOB NO. 0619 J• REVISIONS NO. DATE DESCRIPTION //-6-06 -'ZP Sl ~rrAL DATE 2-20-07 SHEET G 301 ( , k 6'- & 114' 6 '-O 518' BPA5V VAF%ELW CAP A20Mf0Q(r _BOM' IIWOV ME A-erAL 1:ZA5WW 774V AUCMAG A4514WAAE WOW S7W ,'WARP Wlrl-1 .112' 17- MM9 S4A=L_A /7,#W M-FrXi.. ALA,54bG I t a4 Tr A6UA r1CW R_�V A#V A7,GD I�WAMW kM A#V ETA,.=7_A_QAANj_,, taw I I I I I I I I I I I I I I CMAR z W0019 =ASCIA AAA SO)9=lr CCAIr CALbr S7Z40' AS kffUUQ!V 03 72FC7Z" AAAaS AA9 SPACE- MMP AUES AS AEEXAM-P AT 0 V' MAX. nN R 1001L.O. bell Ll ==I I F1 I IE�l I I — A2N BA TT A6UA,., 7tW 6' ACTAL 57ZVS GYP. M 5;eAWAG FE - El --- =11 —=III __ 11 ____ I 1=1 I FE . I I I I I 1=1 I I -al I- jt_I� I ILI 1�� . ( 3 01 WALL SECTION SCALE:3/4"=V-0" 3 02 WALL SECTION -SGALE:3/4"=l'-0" C0X?6c_W PKeWEr aFrcw i_,===ZP �A 10 .C/'Z" f-,Al%aS AS AS Ma apIc W1770 Ar) AT, =---I I I=I I IA I Ml = 1=III=III=III= Ll 1=1 I I— CW%E=kl PWAArr aFrow ---=rW = -I I 1=--,l I F­ I I =---I I - I III 3 03 WALL SECTION SCALE:3/4"=V-0" RENEW DAWE. - JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-2o-o7 SHEET C/1 302 RM MAkMWIM7 C062P 3X3" ,PS CEDA,P 12' O.C. 3X6" pPS CEDA,P 7AEU/S /2" 0.C. I 4X/2' )PS. 1 l CEDA,P JO/STS 6X/4' ,PS, OeVAP 6BAM 6" x b" ,PS r —:I o I CEDAoe CCL 1 I 1 I 1 I I i I •� I .SEASONAL CEDAR I I sAvr7BpS 5410-lM DASD I I I I r I I- 1 I I I I I I I 1 I I I I I I TO POPMW O= C„EDA,P CCY_CAW SOW TOO O= BF/CK WALL. 1/ n FLASA#1G v>EEP ACLES 48" O.0 A44X.-- -�Li�-�I 11=1 11=1 11=1 11=1 11=1 11=1 11= 1 I I —III —I 1I- 7&ELL/S TO SLOP' (14- PEw FOOT VA VA � VA VA V NA I 7 ECX AL &PICK 0oLA:.SED W/7/-/ ,POWLOCK CAP. SLOB CAP TO L39A*4'V r r I I I po 1 1 O Q i�3; A4L�1 CEL WO AM A 111 it CfL_: V*VA I i III—III—III=III—III-111=III=III—I —I 11=1 11=1 I I —III —III —III —I 11=1 I I- I :l �EEd i I i o, WALL SECTION 04 U4 A%>o VC7 PAM-F 70 9 SAEA 7 ".77OV ,P20 AIN .W� u P2' //2' D/AA,7. 7ZARV bEVA COS 19 COS FAC/A FAME IN/7X/ Q/1//T ATTACX4C7VT CfiDP11 W PARAPET grow j=V&P' SCF517T MY ,P/V//T ATTA0Vt99VT I i f i ��, EA+r �z �ao�-o• i inns i I j III=III=III=III=III=III=I I I=I I I— —I I I-1 I I —I I I —I 11=1 111 I I —I I I —I I I- 11 I—III-1 I 1=1 11111=ll "'—"' _' ;III—,-; 0z WALL SECTION M N �A n CA W H Qf N 00 W U o� W Wo W 04 Li L.L. Q W N z s 0 W FL W W W � z � W UJ a. ce U. t V � •'n e J � �, a t k JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-2o-o7 SHEET 0 303 /' W/DE SCLPYC? A T EACAI .S/DE 0= A700= CORCEP FAC/A FAME W/TA/ EXPOS£ � q ANAL SA ES CW 3ow f:EZ T PAa . 7Z40V 6EC,JCZE G2" ,EYELET 6-OT TO 2x 6LOOrAG LAG 49CY- 74D 6E7WEff91V S7ZVS //2" EYELET 6zOT TO PANT //2" :-EA I-AAG ,P%9HATT A6UA r1M- WEEP fES SEALANT ` -' c3qcLcw 54,EET _ ,SEALANT CAL�K//4G 3/4' PL YWCA DCK SLOOCE 1/4" p6e FOOT COUVTFW AZASAAW .ax M001 /tiG LAG AX 7LV7 6ETNf3-ffV 57WS B' SMEZ 57L05 \ ` TO S7A.O'7Z,CAL 1 2" \CORCLW'S0�1T PAME A77ACYW W17AI EXPOSEL? ,P/1//TS COS 7A1 W17A1 A05WEV LVGES ATTACA1 W177-1 eAP06 D ,PrVIrS 4'5 U8' 01 SECTION SCALE: 3"=V-0" ARCK bOVEOP CAP SMV 1/ 77CE Ae'TAL nASAAG COLAV7LW nASAOW • i- i i- i Z i A WC7�QlD SM0 FPAMAIG W/7;1 ✓/a' Pr Y6'IIM9 5c,EA7AAG 4X4" c'�?A r SELF A/IGLE W177-1 Mn H-ASZAG n4 MASCW,y 6E4L6P ON SC-YCr CAP .SET AV AW 00- SOUr kLMEBP CAP ALL AAA) /ZCYVTAL MQ UR O'V GAL WA&MV, 6ZO1qE TO A7CC1= 6ZAI =ACES METAL LA 7A( - !N/TH bYCK -ICWrS STi�K' Rl.�1 W177-1 14M FLAB 1/,AVYL nAS !MEEP A42eS AS ,PEGX.AED A T 4 =0" A3FCUA:ED AT 4 =3" O'C' MAX. O C' MAX. L - CONr CAU_K AeTAL fc'Aq-^G k0O=oG A AAA CGY.AVIEiP RAS/- 1�G TO EX7LmW Okop TOP OP WALL AAA QOAMV FAGS 0= SX,EAT MAiI 6" kt?O)=AG A93,ZWA1W A•E=TAL 57Zr0 FiPAMAG !M/W U2" Pr YWOOD �" ,EA ?X,6f'bG METAL SA'W,4eS CW 35# -a T PAPS SNEA7MAG. GAL A4TAL FiASAAG TO MA MI-1 ,Sx1 %C-W ES CEDAR FASC/A AAA SCPFIT 1--//2' AWL= GEUA,P ' BA 7TEN A T solg=/T -101NEZZOLL Y 3 CCWT. CALLK MASOIWr SE4LEW ON hMUL CAP SET fV 6ED CF ALL AAqP/2GWTAL AAGi UR CW GAL 1/,A L-2M.. SLePFA.CES ANAL LA 77d 6AP/CK VaVEW CAP SCCYE TO POOP W/Tl-1 bK-/0t' .10A,TS SW7Y L M' V#VYL FLAB /9VYL A R.S�9bG �c � A+�5 AS 14MMMP /-,L,9 AS AEZ�ED A T 4'-0' AY52-/,PED AT 4'-0' O G" MAX O C' IWAX. J kM)=1AG A15tiWAAe ✓ — COAT CALK TO EX7Z5?W OVEP MP GUF WALL A/IO � ANAL FiASAOW DO4YN FACE 0,= 5" 'r/ - ,EA T A" 6' � _ CCEAI P AYASAAG CCWT CAUk' / ANAL FLASH; CC MMEP RASA ' ANAL SMV / PA44A1AG W/771 (- U2" .S�EA77AAG A&=UL Sl#W-AKES ON/ FELT P.� IPLSv. = TO FAQ Me //a"Px MOOD kocp= 5C S7ZA7 =PAAMGAS kEUU�W O2 SECTION SCALE: 3"= V-0" I 1 03 SECT -ION SCALE: 3"=V-0" r M n W � N 0 O W � C4^ til Q� r r N v W r✓ � W Q U) Z g 0 `ki X Cy ram' JOB NO: 0619 REVISIONS NO. DATE DESCRIPTION - DATE 2-20-07 SHEET 304 04 SECT10N SCALE: 3"= V-0" 05 SECTION SCALE: 3"= V-0" 0 09 / \ 07 700 WOOD L70cK7s TO STAW WD-1 GL� PT-1 01 INTERIOR ELEVATION SCALE:1 /2"=1'-0" Rl H GLASS \ 9 08 07 700 — 700 2 , 4 .- /Wocv DOOPS TO STAIVV WD-1 q -5 PT-1 `EdiP/CK I/B1E�P S-1 H INTERIOR ELEVATION ) SCALE: 1 /2"=l'-O" i W0017 A,EALOF rO STAlIV WD-1 PT-1 i WOOD JOISTS =ABRO TO STA1/ _ 1 �7� aFAM 3WO9 7kM--S O AST/CPA/ELS -2 Tn PAINT T OPA.MT SrA/TS O PANT 0 � 1 Pf-3 00 \ .N �/ 0 — 0 I 3 03 INTERIOR ELEVATION WOOD WAVOW PFAA4&-S ,TO STAIN WD-1 pT F- I--- os INTERIOR ELEVATION LI 16A40X I/6\!ff—� S-t S 04 INTERIOR ELEVATION WOOD 7kE6Lc4=-S TO PAAVC COASMV SUN AAA Af=TAL pt 1 PT-.3 ACM67ICAL PAA6' 5 WC-2 \ ' SrX VrS TO PA.Wr I � 1 WOOD BASE WOOD '=ALa? SOX TO SUN TO STAIN cG�-JP /�1/SWT �A � 2 PT-6 ��� 1 IlIIIIflllllIlIIII,rIllllI Ill III IIl III /� 1 � A'% rl J. C( i C-4D 49COeS Cr�A,�r r,�E 9ASiE ro GUA,PkFr r,�E 6ASE / c c�uA,pns// ,4W AT WOOD ncue 4G � -2 WMV AYVIr ATWM49 T M N N W 1— M p C Lj W W N� W 1 v— 04 W Q fA Z s Z 0 .fle, ,• it -,,;, r{ , JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET G nINTERIOR ELEVATION WOC19 7kL6L1'x=-S TO )"ABOC C0VffkLcV WOW AiFAL15e WALL M SUN AAV A4-r-7AI- ACtWWAL PAMES M SUN PAAlr SI-kUrS TO PA.#Vr J- 04 20' X 14' -q- F) CZ r ...... AAIF aWr TO PA,#Vr- >< CORCIS? A66Pr 6" r rAfE CLAY rAf—A= U) W1 SEALI-W W1 SEW6P 34' X 14' Rfn r LLJ rkm AAF LWr TO PAfVr I A2f7Z4QV AAP (ReLLSZ-1 TO PAWr �' W W �. a LL, LLJ Ld 1. 2-112' X 314' 01 z M WOOD CI-IAIP PAIL M SrAW (WD-1 PT-1 O N I I I k- I I I I I f l I I C I I I I I I I I C I I I I I I I I I �� i I 1 f CU4A?Vr IME HAS,=- WOW HAS,=- WOW WA11%600r M -5rAW (WD-1 PT-1 TO SrAW I WD-1 ( PT-1 INTERIOR ELEVATION 01 11 WOOD WAVOW APA44ES WOW -101srs WORD A*=-A06P a�vckl VEMELW 72eM a54M ,=AbX3C COkEWL99 W009 7kU5-v%'=-S rO TO S M rO SrAW TO SMA/ TO PAAT ACC6677CAL PAMES SrAA1 AAV A&T-AL 4L=rAZ qAAGMS S7kUrS TO PA#Vr TO PAAW� T - N 0 514 - 0 cw w N N o - M N .--N K 0 w o 0 . .......... - -NN z oor/ "IN NIN, NNI uml 0 0 iCL U-j uj 03 Z AS\ Lu 09 701 7 � 7 1 01 1*6�7 ------ I I I I I III I ij I I I I I I I I I I I I-LI I I I I I I I I I III I I I I I I I I -- r�--------- -- . ......... . ....... -------------------- - ---- - -- _ -------------------- -- woolo o0op TO SUN 02 4.v INTERIOR ELEVATION Kj RENE JOB NO. 0619 0 REVISIONS NO. DATE DESCRIP110N A C 1 Z=554%, 6 S/ GW Q F WM9 9001? AAD GYP. SOAAV GYP. 60AkV ANAL 900P AI® AFAALF M PAAT GrP. ROAAV WOW Lk" AAA WOC19 M=Abf MW rO SUAI M PA11Vr\ 40 PA Wr M A,?Vr 7kW M SUAV rO SrAW \Z A A, rO-6-� rO 6 0 EE� E HE EE4-E- WOC19 C41AAV ,PAS . ... ....... -- --------- rO SrA,*V 6L4 6ZA GL-3 GL-3 ---------- 7- - — — 10 10 605 10 =E�E ov - - - - ------- DATE 2-20-07 F 7 SHEET WL70D BASE WOE WAA6COT WOW WAA6WT 910W A9A-q=- M/cw BASE M 5rAA1 M SrA.#V M 5 M *4V M SMAI 03 INTERIOR ELEVATION 04 INTERIOR ELEVATION 05 INTERIOR ELEVATION 06 INTERIOR ELEV 4O1 1 0 N m c cam/ GC AkV h IR ,'wA29X3C COkL%EV Acm6rIcAL AAAff-s NO N Lel WOOD 19 JO/S rs 1-YOC19 7kE66eS M M SrAkfV S72EFE hEW SUN A1W AL=UL AL=rAL A1A1W--4=k6 M FAAtr STARTS M PANT 70 PANTPT-3 0 00, 0 0 ------------------------------------ XV��V A05AG TO SUN WD-1 7� r- — — — — — — — — — — — -- f I r— — — — — — -- -- -- 06 -'� II I YVLA" jF,-A/=//V4rZp PVL-t" L:FA4= GLFvLAk=l4= CAMIAIKKI, 114- M .5rAIV (WD-1 (PT-1 TO SrAIAI ,PEST M SUIN f 62541- PT-9 PT-6 3 01 INTERIOR ELEVATION SCALE: 1 /2"= V-0" XVW 5097-7T TO SrAIAI ,=AbX:YC C0Vl5FLV ACCESMAL PARES e',Y 14' 6Z*9qr AP LV-.Cr TO PANT ix Grp. a9 CCPPEP CY-40 TO PAAlr7 =ASCIA I C L=k 'A MIC rz cqw5xL=7.=- Fqor A:rSr TO SUN e 5,=-AL PT-9 PT-6 WOOD 7kM%c-6 TO STAN AAA METAL S7kUrS TO PANT v R- I COITMKI CLAO CCY-UW OCKPEP CXAV G)lp a9 FASOA TO PAAlr C0995P CLAD WALL 00)9r-EW cc)Rw5p 6VAAVS 7 MICW 6W CAP/ WD-1 PT-1 3MMnMM lis SMALF CAR + S-5 WOW ao)67S TO SrAl V Alff-7AL MAA C5,5PS TO :A,lVrCff -j) \ -V 011-4 TO 5rAA1 .X r AAP &FRE r AAIP r TO PAAVr aa LWr TOPA.PVr WCU9 AOSIAG TO SrA,#V F------------- r-T rO 6 II r J ------ WOOO HA WOW PAA&ZAtJ TO 5rAA1 TO SUAI, WD-1 PT-1 3 02 INTERIOR ELEVATION 6XASS.q--3 C0999P naF-, WI-TAI 05 GLASS aPS F --------------------------- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -I I OF bt2O77-1 I rO 6*� -9WOPW VA-9-e0 I �. 1 r� � WOOD RAcx'=- WOW PAAEZAGI WOGI/O 6A,9 M SUAI TO SrA.#V M SrAOV nO3 INTERIOR ELEVATION A /05�, nr) nr) 66 rl T-T rl r-T — — — r"I — — — I v 'L u0 -� i i �"'---_...,� � r-----� i i (� -� � r -�1 i i -� M �- -�1 i i � �1 ----JAL-- - - - - - - - - - - --- i i - - - - - - JL-- - - - - - - i - - - - - - - - - - - - - W009 SA&=WCU9 PAIMAG LAF 0= S00771 WOIDD BASE TO SrAA1 TO 5rA*V� 50WPA2z/ W 5rAfVLTjj( K-1 r------------------- r� 141CU9 PAAEZAGI M SrAOV WD-1 PT-1 ..07o / GZA-55 COR95P 7MU W17Y GLASS CLASS r-------------------------------------- F-1 WOW 6A,'Z=-1 SeWillUF SrAMCW Sr TO SrAW mu C-aAlo a4cnAep 3 .4 INTERIOR ELEVATION SCALE: 1/2"=V-0" O 6 600 WC09 FAAaAG 94" BASS TO SrAW TO SUN v- to N U; > C%l uj ag La z 0 M�) 0% A, Ilk- 51 R vv *0 E, Vlm Fi JOB NO. 0619 REVISIONS * DATE DESCRIPTION DATE 2-2o-o7 SHEET 402 r; H 05 INTERIOR ELEVATION ) 06 INTERIOR ELEVATION (3 K 05 05 6 i Ili IMI rM� I [ I. I IMI ICI 'IMI I 1-�-,--- I M I —,-,--- 1 M I —,�--- i i r; I j %LAE 0= 600774 I 06 I 1 1 f l I I I M f I I I I 1 1 6�0 I [ ,S4fgk V DAB 600 I I — 1 ------� I I 4------ILL-----� i I 4------I�j�-I------� I I 4-------I--r—I------� I I ----I- ----- i I Lr -------- ------� I I ----- �---- --� i 4---- ---------� I I 4------1 MOW BAJ LAE7 0 / MNOY_27 PA/1Q W0�01D BA WOOY� BASS PA/IQ / `7�C7Y� �4G'� WOW BAJ TO STAW WD-1 PT-1 S4K1//W DA XeV TO STAdV ' WD-1 pT 1 TO STA#V 1 TO STAIV � 1 TO STAAl NID-1... pT_1 TO STA!'V wp_l PT-1 01 INTERIOR ELEVATION 03 INTERIOR ELEVATION SCALE: 1/2"=1'-0" SCALE: 1/2"� =1'-0" WOW DOGP AAO _ T,PYit? TO STAAV WD-1 pr 1 TD STAWOW rkM WALL TO PANT PT :5 \ ' WALL TO PAAVT PT-5 \ MID-1 Pf-1 0 0 00, /WX3,14' WM9 MW TO STAw wD-1 pi_1 1 / um 64 Kn STI�NE TC GL-4 ACID 54tAVr 600 WOW PAAEZ BA CSPA40C Me CT-5 CSPA44C MAE - WOC� i SE WOGI� J WOCY� PA/IBCf 5 TO STA, V j5:j pT 1 TO SUAV TO SM.& 1 TO STA,f'V Wp_1 PT-1 Q G INTERIOR ELEVATION 04 INTERIOR ELEVATION 05 INTERIOR ELEVATION 0 INTERIOR ELEVATION 6 SCALE:'1 /2"=1'-0" SCALE: 1 /2"=1'-0" SCALE:1 /2"=1'-0" SCALE:1 /2"=1'-0" 7kW TO STA,#V WD-1 PT-1 WALL TO PA//1/T pT-5 \ r - •/ 10 . IL - t CMAMYC TEE , CF-5 °' a 07 INTERIOR ELEVATION /-/%22CI4" xlcw MW TO SUN WD-1 PT-1 i r oa INTERIOR ELEVATION M 'C'W D009 AAV 7kW TO STAIV WD-1 pT-1 WALL TO PANT � J k,%2 WW MNOW 7kW 0 TO SUN 11YD-1 PT-1 - J CEiPAi is 7z.=f-cr---5-1 CMAM/C TZE CT-5 D INTERIOR ELEV,. . (,s 3INTERIOR ELEV. i WALL TO PA,9VT �Y f-//2;V3 4' WOOD MAl TO SUIV WD-1 PT-1 IL 06PAM/C 7ZA=- CT-5 ( 09 INTERIOR ELEVATION 3SCALE:1/2"=l'-0" / WALL TO PAWr PT-5 \Z /-//2X-VW WOOD T,PW TO STAW NfE3-1 p�_1 h Nr ICi-5 CSPAA4 T,fE D INTERIOR ELEV-. WALL TO PANVT Mow r�w TO STAdN , i } ri I CLWAM/C 7,1E CT 5 D INTERIOR ELEV. 2XWW WOOD MW WALL TO PAWT PT-5 \ TO STA � 1 I 0 �, 0 .I g ,,.•vim. EO /• 6 M STGME 7'; _ 09 GL A4 , /IE7 ,SKI T CEPAM/C MF CF�S I I „ INTERIOR ELEV. SCALE:vr_V _o WOOD Lk9Oe AAA 7k'/M TO STA,�'V wp_1 PT-1 WALL TO PANT PT-5 Nw %P ,1 1 CMAM/C Me" „ INTERIOR ELEVATION WALL TO PAOVT h GEQAM/C 7,�E CT-5 12 INTERIOR ELEV. -( SCALE:1 /2"=1'-0" WALL TO PANT PT-5 y t6 r�r , 1 • ti CEVAM/C T,f,E CT-5 13 INTERIOR ELEV. SCALE:1 /2"=1'-0" W000 O')P AAC rAW TO SUN WD-1 PT-1 l i /-A'2X-V4' WOW rAW 10 TO STAAV WD-1 PT-1 \ 10 i GL-3 16 / 10 • so% ICf-5 CSPAM0' T,LE Cf-5 CBPA4' 'TEE ,a INTERIOR ELEV. ,g INTERIOR ELEV. N IA 144. U) W F— N W M W Uj O Ot► 04 OC Q W y z O moomi RENEW DAT .-. JOB NO. 0619 RE./ISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET 403 WALL TO PAo/VT WOW ODCP AAD TRM TO SUN PT-1 \ _ WALL TO PA�1/T PT-5 1 ' WALL TO PA,iI/T BECr,ACAL PAAe£LS 10 1-112X314' WOE rAW \ TO STA.#V WQ-i PT-1 �z I \ h ,\ ,\ /r rT CT-5 CMAIfiC TEE 1 Ci•-5 CE?AA4C TEE l CT-5 C2W,4AJC TEE CMAMC Tl.E CT-5 B�1A Y TezE 3 01 INTERIOR ELEV., CAMETS PL-1 ' \ ' �✓ ' \ LL=,9t- AAV WALL AVACX-erS aeAi+ZW I CUARWr r BASE QTB-1 as INTERIOR ELEV. S 02 INTERIOR ELEV. WALL TO PA,*Vr CA6,PIETS PL-t r � � \ LIVWW CAR ____�� .—.� ✓i LIPvT I I CESA AAO WALL B?ACKETS PL-1 I I I I SWE 1 I I I e 1 C,XM.C, 2r 71E r SfZe 0= SAFE AAA A I/. BASE Q1B-i RACK W/Ty M4LWCA?r o� INTERIOR ELEV. scALEniz._r-o. oa INTERIOR ELEV. WALL TO PA*+VT PT-5 y 09 1 TO PAAlr 7 \ `1 \ 7 \ ` r� / eUARRr rZ BASE 4T8_i 0e INTERIOR ELEV. S INTERIOR ELEV. SCALE:1 /2"=1'-0" .0rcy,eL` v E+IX.00 ,S�lMV DA;.S�,ED WALL TO PANT y � 1 / I I I / I _ I DOCF' AAO -FAAiE 709 TO PAA(r 7 L---------- r COAMP GUA,PD r----------------� \ ---------------- �It'-3 I •\ I 1 \ I 1 I I I III I -AI I I N aMAVr TEE S415F QT8-1 PY000 AeAL15? - - - TO SUN ryp_i p� t WALL TO PA/1'IfT i9W PAAetEAG \ --------- I 0'6 ' CCA'16P 6Y/ARD COA1LV 6UAAV , YT-2 MT-2 .. . I I WALL TO PAA �r, � \ ----------J ----------------- �- r Q Q > CCA1 GIuARD WOOD TR/M WOC19 7, !M IY1T-3 I TO SMAI TO STAcyV I IND-i PT-1 1ND-1 P'f-' 1 I I I I TO STAB'' I, -Al OUARVr > r T BA,�iE QiB-1 WOW SrABAP BASE QTB-1 WD-1 P?-1 „ INTERIOR ELEV. 3 12 INTERIOR ELEV. og INTERIOR ELEV. a INTERIOR ELEV. w- oo N W U Lj o o� (w LJ emu` v W Q W V/ Z s 0 )cr-F PAMHEAG \ --------------------------------------------------------------------------------------------- ----------------------------------------------------------=--------------------------------- W LLJ ----------------------------------------------------------------------------------- U.J --------------------- W 0 z V) > uu UU CL I I I I I I I I I I I I •I I I I I I I I I I I I I �► I� � BASE QTB-1 a0 INTERIOR ELEV. SCALE:1 /2"=1'-0" RENEW JOB NO. 0619 REVISIONS NO. DATE .DESCRIPTION DATE 2-20.07 SHEET G 404 C4 LLI J 0 F ------ I Li Lji to -w N.-------------------------------------------o V- C14 Ld W 114' 4 7,-62'-0 jV4"4.7 4 6 718' 7 1W, 4171 16 06 1@0 03 17 05<$>07 --5rAfL&-55 MASW 08 Nt 01 044 )*2 03 10 4-6- 4 7,09' k-7 I 1 09 09 12 xx L 403 0 11 .0 !114 5 403 7 V) 14 LU 06 LU 15 403 2 \IN6. P-6' 13 uj ui C> @ @ > LU 0 LiJ CL R- Nt SrAAV-eSS MAISAV CX-3U72F /1-01 3-7 15116' 5'/0 5116' 4- 6 718' 4 71�9' 18 =0 718, 4, 719' �' 301 ENLARGED FLOOR PLAN SCALE:l/2"=lr*-o" I z. RENE DKTT JOB NO. 0619 970-0w;DAMP &C)q=- MAXIM" 12 REVISIONS 51-61 1W -3 7116' 5 =o~ 9- 0 7116' NO. DATE DESCRIPTION &oq=,PAS LA/ VAG rO a9AN rrR. 98p-lw 98p-0n AUA40 6ZC)q=- A-1AXA4M 12 9 A-I'l 112' 5'-0' 112' 112' OPOSS &0AL=.eA44'v k.51 112' 5'-O' 112 CX;0,1;5 &CPeRAA40 "/V3W rC? aFAW T rrP--,� 9� - 0 711, 6' no-Ila "A CVW TO DeAA1 rrP IN AAPv 15Z OPH AMAME" 12 A7AA*'v &ORLF AMXM" 12 to < 14 ' 3 7116' 14 �-3 7116' 981 i-- loo'-00 loo�-o' /+ /* -------------------------------------------- DATE 2-20-07 SHEET 02 ENLARGED RAMP PLAN 500 co/Tne BAP TOE' ALL AVGEv . AAV -VAIrS TO MF AE1117ZV � 2 ScX L WAAV PA TSAbG O SUAI �.. - I. - PY rP,SE4KS 30' O.C.A7 3f 0507Y LCCA77CW 57Z0 !W/77-/ (y►I A49P 314' X WOC19 77?/A9 2r WOOD ht CtX Aim A r VALA/IV((^E . /R.9VT IlA7E LOCAT i' PLATES j //2' PY MOW 6X8WW R9VT PLATE ` AT 3'-0' O.C. .(/ter :%omw i=W BAP MP lZA9cVer AA )cYA 7L- TO a-= 1=7-4454/ W/77W ZV740/OP =ACC �° Al- YD • k4, R.4GA2W //2' PL YWOOD 6t7AkD CMAMK; 7ME I 8, F.P.P. IUD BAD Q COMT° CALK- 7" CAU,< 05KCXET HOOT REST TO STAAV p a CL14WY TEE BA,% A!1® .SE4L a >o V � r AC S7Zn SAPS EPDXY /6k6' 6Y.1AA?0Y Me 6;C-W7F AUTO C 7E ROIGIP Alit? BASE SLAB AT 6'-0' O.0 rYP° CGX 7F SLAB 57,�!'�C7ZaPAL WA 4P GY.� AAA L/CISP ME FLOOD 01 BAR SECTION SCALE: 1 .1 /2"=1'-0" 6 2" D/A. COS 7t� W/ GLASS aAa "G GLASS PAA GL-3 a WOC19 CAP 0 WOOD / - - PxA MS AE TAL 57ZV LAZE OF ,QiPk7U=- STA MW CABAICT /f2' PY YW" Z,112' fx YW" TO ,STAAV TO STAAV CCWT. CALK COWT. CALK WC'OD BASE ■ % Ccck. CALK 4 5f8" 07 SECTION. SCALE: 1 1./2"-1'-0" STORE .CAP W �aAMs ANAL S7Z0 IWAMA1oG = 5/8' GYP. a9 CMAMtfC Me C yr ;A SK. M BOAk BASE CC A'r. CALK --,\ _ CCA T. CALK G7Y.l47PY 7,YE 9A-5" W" BASE \Ct/' CALK AA 7MPFA700=AG 4P a: AA LACEP rZ.=- OOP AWREV CMoC 02 SECTION SCALE: 1 1 /2"=1'-0" 6 518' if2' 4 719' 3/4' I -U2' SrMff CAP AA90 CEPA44C 7,1rE �I /%:P. PAMEA C- - I 7� PEE SL,PPOPr - . W/ woco MC AbG 5/8' GYP. 6r •518' GYP. M WOOD BA77aV ; ; _woor jai TO STAAV �"�'�' �' I TO STAAV 5p C, DOD E/I CAR C09° TO STMAv 03 SECTION SCALE: 3"=1'-0" 6 318' r I .. WOOD rAW A601/E i = WOOD CAP ASOPE �I><' II I� 'I _! W/ OOD 6ZAFner //20 aMOW � } 1� '� ; � //2' PL YMCW TO SUN I I TO SUN -T7iq 000 4517 CAP 5518 TC STAAV os SECTION h. 2X-VW WOOD 77 M TO .STAN WD-1 PT-1 'r M 0 O 314' N. 4D1/T- CALCK 6- 8- r WOC19 CAP 6 318' W/ EASEV * ° 2r kyow AA 22 S � T S..ZD t ' I I: /f2 PL n4v-5v-, Z /f2- PL YINC 09 TO STAN I I. TO STAAV I I: I I I � I -V) 1• I I; 1 I. I 1.� ------•--I-- A COVr- CALK , ---------- COVT. 0441r-, x WG'OD BASE 019W.. CALLK 4518 04 SECTION SCALE: 1 1/2"=1'-0" 1-";V3/4' 94" rkM TO SUN 1 SMAe C MG? REl AN AAV BAGKSRYA W $_4 kEGD GYEA2 K/WM:* SPACE S WAWV DAS,ED ADM APIVO1/1V LWAN AAA SA1k' SC-F)cY Y t/AL ►/E lW2AP° H CCWT° CALK CY.YVT. CALLA'-- \ � �1WGOD BA.S,Ic 7' �CGVr. CALK 3-SCALE:SECTION 1 1 /2"=1'-0" ----------- AA577L LAMM 7F CAME'er AOWSUAte S;a MG W S77C LAMWA 7F h LtiCe:;,W CAR L/GX/T /' 2 //4' IVOVZLL 2 3/4' D/AAA Sr C„PME7 75 FOP BECj�AL AAA M6942W A DYES AT BAor S,CE O= Ca wmp PL4577C L44*VG47E E' BACrSIZA,SN • OPAMEP .' WALL B?ACKETS !Wf PLASr) LAM 1AW1 --/ h M BASE M N 1A n H N Lj V W W o V- V W �� W N O grFh. Flo. r'z� °.1�� `, �,••�. ate''° , �„t, r.� •ra REVV DATE.-...— JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET 09 SECTION SCALE: 1 1 /2"-- V-0" 10 SECTION, SCALE: 1 1 /2"=1'-0" DOOR DOOR NUMBER SIZE O/ Pa? 3'-0,V7'-0%1 3/4' 02 3' Uk7'-0W 3/4' 03 3'-0x7'-0%/ 3/4' 04 PWL /=9r7'-Ok 314' 05 3'-0A-7'-0W 3/4" 06 3 =0;-7 Ox/ 3/4, 07 3=07'-O/ 3/4' 08 4 = /' 35,7'-01/ 3/4' 09 4- /' 3;-7'-O3/ 3/4' A7 4 = /' 35k7'-011 3/4' 3/4' /2 3'-01-7'-01/ 3/4" /3 3'-0,V7' 0:V1 3/4' /4 3 -0V7 -011 3/4- /5 3' Uk7' O5r/ 3/4' 16 2'-0. 7 =0k/ 3/4' /7 3'-O-V7 -0 1 3/4' A9 3 -0' DOOR. SCHEDULE DOOR HARDWARE FRAME TYPE SET DETAIL NOTES A / 07, 09/700 A I LA100tZV 6WAG M - A / 07, OP17010 A / 07, 09/700 D 6714SCW L900P F 2 05, 06/700 P45UA7AW E 3 09/701 E 3 09/70/ C 4 /0/700 C 4 10/700 C 4 /0/700 C 4 /0/700 E 5 Q5, 06/700 A& A7e� B 6 AO/700 G 7 /O/700 G 7 10/700 G 7 10/700 B 6 101700 8 PA MO GA.7E LCUkBP 7;PA)99V 5 !/2' N0009 TDOGIP 5 2, 5 // - S� r0 AIA�ACT DOl'.7P Ej HALLOW ANAL I DOO)P TO PAAVT STAAV cr , GLASS PAAEL- , oA 6U / SEE /NT. eZEI/. \ ` h o a 55 KA� )LAM= Do[aP TO AP1�P STAW 4 - ' ' II fY.4 7F DOOR TYPES BA TT A&LA77ON //2' EI'T15OW GYP. S)CeATHW W/ VAP09 BA,FPAW 6' ANAL S7LOS TO 57AW7WAL 1/AVYL RA,5�1G MA COS SEALANT AAA SACX2W LSD . Q tcl //2' E.YTEPYOW GYP. S�EA7H91G '--00VTA' t C'X.ES SEALANT ��.51,0AY1 AS A�FO D WOE WAWow W/ A 6UA 7ED GLASS _U 3' 4 //2` 3' /O //2' 02 JAMB DETAIL 0 12' 3- 4 %/2' 3' U OCKIrAttW SEALANT m / J C0NrAIC 5X6 SEALANT WALL AES AT •" 16' 0..C. fW.. 1291P W/ GATT AI6LC.477GYV 16'OCZEW. AT //2` EXL4?/GlP 7//�r \ GYP. SrS,EA77-,G W/ VAP09 8Aa:15P -- 6' A2=TAL S7Z.OS AL9� .4 ro S7&W7Z.PA1_ V VYL nA,94W \ NEB' A''ES AT 36' 0...o. ° o, SILL DETAIL SCALE: 3n=l'-On SET 1 DOOR 1. 2. 3 Al. PULL, BACK TO BACK MOUNTING B1. PUSH C2. DEAD BOLT D1. HINGES E. CLOSER- BRONZE FINISH G1. KICK PLATE -ONE ON EACH SIDE H. FLUSH BOLTS (DOOR 1) K 1. THRESHOLD DOOR 2 & 3) K2.THRESHOLD (DOOR 1) M. WEATHERSTRIP M2.MEETING STILE GASKET (DOOR 1) N 1. SILL SWEEP HARDWARE SCHEDULE SET 2 DOOR 5 SET 3 DOOR 6. 7 D1. HINGES- 32D Cl. LATCH, CLASSROOM FUNCTION E. CLOSER D1.HINGES- 32D G3. KICK PLATE -ONE ON EACH SIDE F. DOOR STOP J 1. PANIC DEVICE G2. KICK PLATE -ONE ON EACH SIDE K2.THRESHOLD K 1. THRESHOLD L1. RAIN DRIP L2. CRASH CHAIN M. WEATHERSTRIP SET 4 DOOR 8. 9. 10. 11 N2. SILL SWEEP A& PULLS. TWO PER OPENING D1. HINGES- US10B SET 5 DOOR 12 SET 6 DOOR 13. 17 D1. HINGES- US10B A2. PULL E. CLOSER- BRONZE FINISH B1. PUSH G1. KICK PLATE D1. HINGES- 32D J 1. PANIC DEVICE- BRONZE E. CLOSER- BRONZE FINISH K2. THRESHOLD F. DOOR STOP L1. RAIN DRIP G1. KICK PLATE L2. CRASH CHAIN G2. KICK PLATE M. WEATHERSTRIP N2. SILL SWEEP + ;x-e.iK.rl/ Q97t�'ID A� Aff ANX2firr E aC65P,S, LOV W10 _W01077EE:* A4CUVT4V CYV F!'.CSq AZ44U& AM AE47AMP LXFrALS F/ 00039 STO cS, WALL 44VLIVTFD AS ,FLU 54/ Al /T d7-/ /1" : A1AGEP /30S /- AV4W SW6 STOCK WSrS TO MATCY-1 960P HAAVWAA;r /' L YA 2 //2' /XIC.AE"C710 V BACK TO BACK 44Ct NTAbG 2' &* L.OAQ,, 4 RBP LEAF 46109 G/ KA� .PY.47E:• /1/ES �i' .840aD LAS/Ca9 8- TALL AZ I�CL, l,G4CaEiP F/V LASA�9 W/77-1 HAGASP 30 6EMES PY,LL PLATE' 4X/6' G2 <Xr PLA7H., /ICES SAKE=S 8400 329 SAW GX Itial FAI K/ 8" TALL A3 R L: BCD A�=402 :25' 46105 G3 AAUP IqA TE, CXE -A P PLATE B/ PLC/•• HAQSP 30 affaFS 4X/6' Z6X99 RaIS EV ALLUI " 36' Cl L.0CX5 AAA LA AO/ E6, SCY,LAGE' ,S5M6 D A T/-E ICr' Al RLd5► 1 6I'Y TSj HAGEP 2821.9 (TWO LEAF) LEIEiP 32D SAW STAB C2 LEAD BU TE .SCALAGE LEA I/Y LXJTY 6600 J/ ALAP1e0 PAAOC' HAAVWAFEj VCW VLFkW 98 D/ A^f5L HAGEP CCMEWaAL 6UAL/r.,, icZ" MUP77,SE' !N/T7-/ Pam! 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DATE DESCRIPTION DATE 2-20-07 SHEET �om DOCUMENT 00010 - INVITION TO BID: SECTION-01010 SUMMARY OF WORK 1. General: PART. 1 GENERAL A. The Project consists of new construction of a commercial restaurant facility. Project is approximately 4,582 s.f. restaurant, 1,340 S.C. covered -patio, and related site work. ,( 3. Comprehensive automobile liability insurance. P Work shall be performed as specified and as indicated in the Contract Documents 1.1. INVITATION TO BID. "OWNER" A. Bodily injury: Y ry' prepared by the Architect in accordance with the Contract; and with Code requirements. Consilient Restaurants ( referred to in the plans and project manual as ) invites sealed proposals, in one lump sum bid, for the construction of a new Fireside Pies, Grapevine Texas. $1,000,000.00 each person $1,000,000.00 each occurrence. 1) Project Location: Grapevine, Texas. 2 Owner: Consilient Restaurants 1.2. DESCRIPTION. B. Pro ert damage: P y 9 3 Architect: John E Wheeler III Architect Inc. The project consists of a free standing restaurant building of 4,582 s.f.. covered patio of 1,340 s.f., and $1,000,000.00 each occurrence. related site work shown in the drawings. $1,000.000.00 aggregate. 1.3. BID BASIS A. Bids will be on a lump sum basis and will include a detailed breakout of all trades per the bid form . 4. Excess policy: B. Contractor's duties: 1) Unless for: Labor, provided by the Owner. $5,000,000.00 aggregate specifically noted otherwise, provide and pay materials, B. Bids shall include costs for this project as described in indicated by the contract documents. equipment, tools, machinery, water, heat, and utilities required for construction, and other facilities and services necessary for proper completion of the work. C. Bids shall include unit price costs and alternate costs as indicated by the contract documents B. INDEMNITY a. Provide final electrical and plumbing connections to Food Service and proposal form. equipment provided by others. D. Basis for bidding shalt be on brands, materials, processes, products, persons, and organizations, etc. Contractor shall indemnify, and hold harmless Owner, landlord, architect, and parties claiming by, trough or under Owner the "indemnified parties") from claims, suits, actions, and proceedings 2 Testing. indicated in the contract documents. ('claims"), whatsoever which may be brought or instituted on account of or growing out of any 3 Pay legally required sales, consumer, and use taxes. Secure and pay far, as necessary for proper execution and completion of work, .4� E. Bid to stipulate calendar days for construction time after receipt of building permit. P Y P 9 P and all injuries and damages, including death, to persons and property in connection with and and as applicable at time of receipt of bids: All permits, government fees, licenses and F. All bids must include ten 10 days for su erintendant to complete the punch list. ( ) Y P P P growing out of this agreement, and the performance by the contractor of the work, and losses, costs, damages, and expenses, including but not limited to attorneys fees and other costs of inspections. G. Contractor is responsible for the cost of and picking up the general construction permit. defending against such claims. 5) Give required notices for meetings, inspections, and similar activities. 6) Comply with codes, ordinances, rules, regulations, orders, and other legal H. Any bonding requirements mandated by any governmental authority shall be paid at Contractor's sole requirements of public authorities which govern the performance of the Work. expense and responsibility as part of the general conditions expense. 7) Coordinate with Work of Separate Contracts as specified and as necessary for I. Contractor shall be responsible and bear all costs for all trade permits including9, but not limited to, H.V.A.C., DOCUMENT 00701 - SPECIAL CONDITIONS: timely and satisfactory completion of the Work. plumbing, sewer, sprinkler, and electric, except if covered under General Contractor Permit. 8) Receive, protect and install Owner -furnished items as specified and as J. Contractor shall employ full timeproject mans er and a full time on -site su erintendant for the duration of P Y g P PART 1 -GENERAL necessary for timely and satisfactory completion of the Work. a. Provide full time services of a qualified carpenter, electrician and construction. The superintendant must be present on the job site at all times. All overtime work must be properly supervised by the Constructors field superintendant or trade foreman. 1.1 DESCRIPTION plumber during unloading .of the Food Service equipment. 9) Promptly submit written notice to owner of any observed variances of Contract 1.31. SCOPE A. Scope of work is to include all work shown on drawings and described in the Specifications. Documents from legal requirements. 10) Promptly submit written notice to owner of any observed conflicts or . The work included in the base bid for the project consists of the furnishing of all labor, materials, services inconsistencies in Contract Documents. Owner will provide necessary and equipment, in conjunction with, or properly incidental to, the new construction of Bob's Restaurant and clarification, interpretation, or revision as applicable. in accordance with the drawings and the project manual ("Construction Documents") B. Contractor shall give all notices, provide all necesssary coordination and comply with all ordinances and / or rules, 11) Perform Work by persons who are thoroughly qualified and trained in their 1.4 ADDENDA regulations and lawful orders of any public utility or any authority having jurisdiction in right-of-way or easements or within the boundaries of the site bearing on the performance of .the work. respective trade to produce workmanship of specified quality. Answers to all questions, inquiries and requests for additional information will be issued in the form of addenda to the Construction Documents and copies of each addenda will be issued to all prospective bidders. Also, 1. The General Contractor and Sub -Contractors Forman of all major trades shall walk the job with the Owner's a. Comply fully with manufacturer's instructions and specifications. including each step in sequence of installation. Should manufacturer's instructions 9 P q prospective bidders may, during the time allowed for bidding, be advised of changes in the Construction Documents. representative, before the owner takes occupancy of the facility, and familiarize the owner with the operation of conflict with Contract Documents, request clarification from Owner before The Architect or Owner will not be responsible for the authenticity or correctness of oral interpretations of the Construction Documents or for information obtained in any other manner than through the medium of addenda. all equipment and controls associated with the facility. proceeding. b. Comply with specified standards as a minimum level of quality for the Work Receipt of each addends will be made a part of the Construction Documents. C. Contractor shall coordinate locating of gas, electric, and telephone tie-ins with appropriate utility companies. except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship 1.5 PROPOSALS D. Contractor shall build a concrete pad or enclosure for an electric transformer as per power company specifications. location. Contractor the from the to transformer See drawings for shall provide necessary wiring electrical room, or .MDP and coordinate all work with Power Company. All electrical work shall comply with applicable codes. 1.5.1 FORM OF PROPOSAL Proposals must be submitted in duplicate. All blanks in proposal form must be com I ted and each proposal p t E. Contractor shall provide a "Hiring Trailer" on the job site, for Owners use during construction, coordinating location and dates with• the owners Project Manager. Contractor shall also provide an electrical hook-up (100 amp, verify) to C. Site Investigation: Compare conditions at site with Drawings and Specifications for Work. Notify Owner, in before time bid, discrepancies between must be signed by a principal of the company. dated and witnessed. Photocopies o orms must be clear and accurate. the Hiring Trailer, provide assistance for telephone installation, provide (2) portable toilets and a minimum of 15 y the writing, at or of submitting of an g g y p Contractor may attach clarifications or qualifications to the bid form as required. spaces separated from main spaces. Drawings and Specifications and existing conditions at the site; and make bid conform to intent of parking parking Contract Documents. . 1.5.2 IDENTIFICATION OF PROPOSALS F. Application Fpr Payment 1) Failure by Contractor to acquaint himself with all available information Each proposal must be submitted in a sealed envelope. Envelopes containing proposals must be clearly marked k( concerning these conditions will not relieve him from responsibility for estimating cost or difficulty with the following: 1. Contractor shall provide all applications for payment following the format and description of work outlined on the be of successfully performing work. 1. PROPOSAL FOR CONSTRUCTRION 2. CONTRACTOR'S NAME A.I.A Form G-702 and Continuation. Sheets attached to the end of this section.. Application for payments shall submitted prior to the 28th of the month. D. Reference data made available to Contractor are given for Contractor's information only, and ADDRESS: PHONE NO.: G. Contractor shall not drive or park heavy equipment on the building pad after certification, or on the concrete slab. neither Owner nor the Architect assume any responsibility for conclusions Contractor may draw FAX NO.: Any damage to the pad or slab shall be replaced at the contractors expense. therefrom. CONTACT PERSON: H. Contractor shall clean up the parking lot two (2) days prior to the store opening, to meet the satisfaction E. Work under separate contracts: 1.5.3 FAILURE TO SUBMIT PROPOSAL of the owners project manager. 1) The Owner will contract directly for certain building materials. Should a bidder fail to submit a proposal, they shall notify Owner in a timely manner, and return the documents I. Contractor shall be responsible for all utilities prior to turn over date. After turn over date the general contractor shall to the Architect. transfer utility account name over to the owner. J. Contractor shall accept requests for extra work only fron the owners project manager. 1.5.4 QUALIFICATIONS OF BIDDERS K. As soon as practical the contractor shall secure all building openings. A bidder, in submitting a proposal, thereby represents that he is fully qualified and properly licensed to preform the work 2) Coordinate and communicate directly with Owner's designated PM separate in accordance with all of the applicable laws and ordinances governing the work to be included in the contract contractor(s) or suppliers as listed above regarding the Construction Schedule, and Bids will be received only from invited bidders. The Owner reserves the right to reject any bid for am rea$on, including but not limited to, if the evidence submitted by, or investigation of, such bidder, fails to sa isfy the Owner, 1.2 SUBMITTALS site access to their work. Review applicable shop drawings prepared by separate that such bidder is properly qualified to carry out the obligations of the contract, and to complete the work contractor(S) for general conformance with the intent of the Construction contemplated therein. A. All submittals required by these plans and specifications shall be received by the architect of record within documents. Notify separate contractor(s) when construction is sufficiently thirty (30) days after awarding of the contract unless otherwise noted. completed to allow for their installation. Contact Owner or PM if scheduling or communication 1.6 OPENING problems arise regarding separate contractor(s). A. Sealed bids will be received in the office of Consilient Restaurants. 2902 Carlisle Street Suite 105, Dallas Texas 75204, B. Precast concrete shop drawings shall be submitted within twenty one (21) days of awarding of the contract. 3) Tenant fixturing and decor: Owner will furnish and install „ until 2:00 m. Central Daylight Savin s Time, date to be determined in Owner correspondence. P9 P C. Refer to sheet CS2 for submittal requirements. decor items. Decor work will be scheduled to be performed concurrently with Work of this Contract, and will be completed after completion of the Work of this contract. Any conflict . with this arrangement shall be noted in the Bid Proposal comments, for B. Proposals will be opened privately and bidders will be informed as to the results within seven(7) days subsequent incorporation into Owner -Contractor Agreement. after opening of bids. 1.6.1 EXAMINATION OF THE PROJECT SITE Prior to submittal of proposals, each bidder shall make, and willbe deemed to have made, a thorough examination of the site of the work. There will be a bid conference or conference call prior to bid submittal. The Owner will designate the time for the meeting. DOCUMENT 00810 - SUPPLEMENTARY CONDITIONS: 1.6.2 EXAMINATION OF CONSTRUCTION DOCUMENTS Before submitting proposals, bidders shalt carefully examine the construction documents (drawings and project manual) The following conditions modify, change, delete or add to the "Abbreviated Standard Form of Agreement Between Owner for Construction Projects Limited Scope, Stipulated Sum, AIA Document A107-current Where Article F. Contractors use of premises: 1) Unrestricted use of site: During construction, Contractor shall have full use of and shall bring any discrepancies to the attention of the Architect. Any discrepancies not reported shall be deemed and Contractor of addition. any for including Contractor's to have been priced in the more costly material and method of installation. of the General Conditions is modified or any Paragraph, Subparagraph or Clause therof is modified or premises construction operations, use of site. use of deleted by these Supplementary Conditions, the unaltered provisions of that article, Paragraph, premises is limited only by Owners right to perform construction operations or 1.6.3 CONDITIONS OF WORK Subparagraph or Clause shall remain in effect. employ separate Contractors on portions of project. Each bidder must inform himself fully of the conditions relating to the construction of the Project, and the employment 2) Driveways and entrances serving project site shall be kept clear and available of labor thereon. Failure to do so. will not relieve a successful bidder of his obligation to furnish all material and labor for use at all times. Do not use these areas for parking or storage of materials, necessary to carry out the provisions of the contract. CONTRACTOR SHALL USE THE MOST CURRENT ARTICLE 20, INSERTION TO THE AIA A107, AS PREPARED BY THE unless allowed by Owner. Schedule deliveries to minimize requirements for OWNER, AS PART OF THE CONTRACT DOCUMENTS AND ISSUED AS PART OF THE INSTRUCTION TO BIDDERS. storage of materials. 1.6.4 LAWS AND REGULATfONS 3) Confine stockpiling of materials and location of storage sheds, if any, to areas The bidders attention is directed to the fact that all applicable laws, municipal ordinances, and the rules and regulations approved for such use. Do not unreasonably encumber the site with materials or of all authorities having jurisdiction over construction of the project, shall apply to the contract throughout, and they will ARTICLE 1 THE WORK OF THIS CONTRACT equipment. If additional storage is necessary, obtain and pay for such storage be deemed to be included in the contract the same as though therein written out in full. areas off -site. 1.6.5 INTERPRETATION OF CONSTRUCTION DOCUMENTS Add new Subparagraph 1.2. 1.3. 1.4. 1.5, 1.6. 1.7. 1.8. 1.9. 1.10, 1.11. 1.12. 1.13, 1.14 as follows: 4) Interruption of existing utility services, either intentional or accidental, shall be Prospective bidders desiring further information or interpretation of the construction documents (drawings and project manual) data in from the Architect later that days to bid 1.2. Shop drawings, product data, samples and similar submittals are not Contract repaired and restored to normal service immediately at no additional cost to Owner. must request such writing no seven working prior submittal. Documents. The purpose of their submittal is to demonstrate for those portions of the Work for 5) Partial Owner Owner the to install which submittals are required the way the Contractor proposes to conform to the information given occupancy: reserves right place and 1.7 INSTRUMENTS and the design concept expressed in the Contract Documents. equipment in completed areas prior to Substantial Completion provided such Bidding instruments will be available in hard copy, and PDF format. 1.3 DEVELOPER: The entity holding legal title to real estate. The Owner has negotiated a occupancy does not interfere with completion of the work. Placing of equipment 1.8 BOND lease for the space for a designated period of time. The term includes designated management "Shopping "Landlord". and partial occupancy shall not constitute acceptance of total Work. 6) Protect existing features, utilities, equipment, and improvements not designated .representatives such as Center .Manager" or for removal and restore damaged or temporarily relocated utilities and A. A Performance and Payment Bond in the amount of one hundred percent (100%) of the contract amount 1.4 C F C 1: Contractor furnished, Contractor installed, improvements to a condition equal to or better than existed prior to such damage may be required. The cost of the bond shall be a separate line item for inclusion as an alternate. C( 1.5 O F C I: Owner furnished. Contractor installed. or temporary relocation. ,� - 7) Conservation: Coordinate construction activities to ensure that operations are B. Labor and material payment bond in the amount of one hundred percent (100%) of the contract amount 1.6 0 F 0 I: Owner furnished and Owner installed. carried out with consideration given to conservation of energy, water, and may be required. The cost of the bond shall be a separate line item for inclusion as an alternate. 1.7 Provide: Furnish and install complete and ready for use. materials. 1.9 REJECTION 1.8 Furnish: Supply and deliver to the site, ready for unloading, unpacking, assembly, G. Owner furnished - contractor installed (OFCI) products: The Owner reserves the right to reject any and all bids and to waive any irregularities and informalities. installation or as applicable in each instance. 1) Contractor to Include all costs for take -offs, coordination, scheduling, verifying, 1.9 Install: Perform operations at the project site including unloading, unpacking, receiving, handling, storage (if required), installation and mechanical and electrical connections in assembly, erection, placing, anchorage, applying working to dimension, finishing, curing, the Contract Sum. Owner will pay for costs of products and for delivery to Project Site. protecting, cleaning and similar operations, as applicable .in each instance. 1.10 Provisions of Division One, General Requirements, apply to all sections of the Specifications. 2) Contractor to Verify field measurements and provide applicable dimensions to Owner's designated separate contractors before fabrication. • 1.11 Figured dimensions and marked data shall take precedence .over scaled measurements, 3) OFCI ordering procedures: Prepare and coordinate quantity take -offs of all OFCI items with and details shall take precedence over smaller scale drawings. Owners PM. No changes to contract Sum will be allowed for inaccurate quantity take -offs. Contact DOCUMENT 00700 - CONDITIONS OF THE CONTRACT: 1.12 In case of conflict in or between drawings and specifications. Contractor will be deemed to Owner to arrange for a timely delivery, in accordance with Contractor's . have estimated on, and agreed to provide, the greater quantity and better quality of materials and construction Schedule. Direct questions and confirmations to product suppliers - if problems work. occur, contact Owner's PM. 1.13 If Owner decides to accept a lesser quantity or lower quality of materials and work, 4) Inspect deliveries for damage upon receiving at the Project Site. Uncrate Owner 1.1 SPECIFIC CONDITIONS Contractor shall remit to Owner the difference between the cost of the work that the Owner Furnished items. If items are damaged, defective or missing, mark the bill of lading accepts and the cost of the greater quality of material and work." as necessary. Contact the freight line and request a damage inspection of the A. Liquidated damages in the amount of $1,500.00 er calendar daywill be assessed for each daythe general 1.14 Contractor shall be responsible for providing all labor necessary or appropriate to complete the entire Project in items and submit a damage claim. Failure to submit a claim within five (5) days of receipt Owner -furnished items require Contractor to replace items. contractor is lots in achieving substantial completion as determined by the Owner based on the time frame conformance with the Contract Documents. Contractor shall work cooperatively with the Owner's Architect and of will set forth in the contract for construction. other members of the Project Team to construct the Project on time and for no more that the amount provided 5) Protect items from damage, including damage from exposure to the elements. B. Contractor must secure certificate of occu anc n or prior to date of substantial completion. Contractor shall for in this Contract. Contractor agrees to work diligently with Owners Architect and other members of the Replace or repair .items damaged as a result of Construction operations. provide notice of substantial completion thirty �305 days prior to that date. Should a temporary certificate of Project Team to makes and recieve suggestions that may be incorporated into the design or construction of the occupancy be required, the general contractor shall be responsible for securing some, including cost to obtain. Project to achieve cost savings, avoid loss of time, produce construction efficiencies, or to otherwise improve A temporary certificate of occupancy does not constitute substantial completion unless it allows Owner to open the project. for business, and Owner has been notified of that date. - . C. Contractor shall adhere to strict safety on the job site. All state and OSHA regulations must be complied with. ARTICLE 4 PAYMENTS D. Contractor must provide temporary sanitation facilities throughout construction. Revise 4.1.3 to include "The maximum rate allowable by Law." H. Project coordination and administration. 1 i Work includes coordination of entire work of the project, including preparation of E. All punch list items must be completed p p prior to final payment, within ten (10) days of substantial completion. Add new Subparagraph 4.1.4, 4.1.5, 4.1.6, 4.1.7, 4.1.8. 4.1.9 as listed in Article 20, Supplemental Provisions and schedules and necessary coordination drawings; and control of site utilization, from Liquidated damages in the amount of $1,500 per calendar day will be assessed for each day beyond beginning of construction activities through project close-out and warranty periods. the ten (10) day period. Conditions. 2) Coordinate Work of the various specification sections to assure an efficient and F. Labor sources (union, non -union, open shop) are determined solely at contractor's discretion and responsibility. Add new Subparagraph 4.2.2. 4.2.3 as listed in Article 20, Supplemental Provisions and Conditions orderly sequence of product installations, with provisions for accommodating items No pickets or labor disputes ao any sort will be tolerated. The contractor is to resolve such events immediately to be installed at a later time. without the Owners involvement and construction delays. ARTICLE 7 OWNER 3) Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on drawings. Follow routing indicated for 1.2 GENERAL CONDITIONS Revise 7.1.1 to strike the entire sentence. Add the following new paragraph reference: pipes, ducts and conduits, as closely as practical; make runs parallel with building lines . Utilize spaces efficiently to maximize accessibility for other installations, for A. Standard contract form AIA document A101 where the basis is a stipulated sum will be used. See 7.1.1 as listed in Article 20, Supplemental Provisions and Conditions. maintenance and for repairs. B. The General Conditions of this contract are the American Institute of Architects document A201, Revise 7.2 to strike the word "persistently" . 4) Conceal pipes, conduits, and similar items wherever possible within new construction, in finished areas. "General Conditions of the Contract for Construction," latest edition, hereafter referred to as the "general Conditions." 5) Maintenance of Construction documents: Contractor shall maintain on project C. The General Conditions shall apply to each and every section of the work as though written in full therein. therein. ARTICLE 9 ARCHITECTS ADMINISTRATION OF THE CONTRACT a "record" set of construction documents. Owner will furnish a reproducible "sepia" copy of the drawings for Contractors use. In addition, the following related 1.3 SUPPLEMENTARY GENERAL CONDITIONS Revise 9.2 to strike the part of the sentence after "Contractor's operations" ..... to just before .... "to determine in", drawings or documents prepared by others shall be maintained: A. The Supplementary General Conditions contain changes and additions to the General Conditions and shall apply and strike the entire sentence "However, the Architect.... of the Work." a. Coolers b. Signage shop drawings. to each and every section of the work as though written. infull therein. Revise 9.6 to strike the .end fo the sentence, ", but only fo the limited ..... in the Contract Documents." C. Stainless steel fabrication drawings. B. The following paragraphs and subparagraphs take preced ence over the General Conditions. Where part of the Strike paragraphs, 9.7, 9.8. 9.9 in their entirity. d. Hoods and fans General Conditions is changed or voided by the Supplementary General Conditions, the unaltered provisions e. City approved, stamped and sealed construction documents. remain in effect ARTICLE 12 CHANGES IN THE WORK 1. INTENT OF DRAWINGS Revise 12.2 to strike the end of the sentence after "of the parties".... A. Drawin�s are in part diagrammatic, and do not necessarily show complete details of construction, 6) Do not construct or install any portion of the Work related to these drawings at time Record Documents being mate2 s, or their performance. or installation, and do not necessarily show how construction details ARTICLE 14 FINAL COMPLETION AND FINAL PAYMENT any without available at site. or other items of work of fixtures or equipment may affect any particular installation. These shall be 7) Mark revisions made during construction on Record Documents with colored ascertained by the contractor and correlated to bring the parts together to a complete whole. " " " pencil - do not conceal any Work before revisions have been recorded. Note B. All dimensions shall be verified by field measurements and all work laid out to permit pipes, valves, Revise 14.5.1 add and/or the Owner after the words. Application . for Payment, the Architect..'. and add "and the Owner's final approval." after the words, "when the Architect..", actual routing of underslab plumbing and utility lines, if different from design ductwork, lighting, panels, and other items of construction, to be located closely as possible to locations drawings. g - shown. All items shall be checked before installation to determine that they can be concealed properly, 8) Do not scale the drawings to determine dimensions, unless directed to do so. and that they clear any structural components, supports for other items, and cabinets and equipment ARTICLE 16 INSURANCE 9 Verify existing horizontal and vertical control points, grades, elevations, or other mechanical, electrical or architectural items having fixed locations. dimensions, and other figures shown on the Drawings. Verify site dimensions and conditions. Report inconsistencies to Owner for resolution before C. Work shall be laid out to assure ready accessibility to valves, fittings, and other items requiring servicing, adjustment or checking. Add new Subparagraph 16.1.2, as listed in 00700, Conditions Of The Contract commencing work. 10) Establish and maintain new benchmarks and other markers to set lines and D. Actual physical dimensions of specific stock items shall govern over dimensions shown for work to Strike paragraphs, 16.3.9, 16.4.2 in their entirity. levels for the Work as needed to properly locate all elements of the Project. receive stock items. Custom items or modified stock items shall be fabricated to dimensions shown, Calculate and measure required dimensions by instrumentation or other or to fit into other dimensioned work. appropriate means. Do not scale the drawings to determine dimensions, unless ARTICLE 18 MISCELLANEOUS PROVISIONS directed by the Owner to do so. 2. SPECIFICATIONS rases hrases have been intentionally The specifications have been rtially "streamlined" and some words and ph Missing by inference. the drawings. omitted. portions, shot e' supplied as with notes on ADD paragraphs, 18.5 3. INSURANCE 18.5 General Contractor is responsible for receiving and protecting all Owner provided equipment. Any shortages or damages must be reported to the Owner in writing within 48 hours of A. Prior to commencement of the work contractor shall obtain and thereafter shall at all times during acceptance and delivery. Contractor shall replace any missing or damaged items at his own . the performance of the work, maintain, at contractors sole cost and expense, the following types of expense prior to substantial completion." insurance with limits of not less that those set forth by each below: . 1. Statutory workman's compensation insurance with employer liability coverage. $1,000,000.00. $1,000,000.00. 2. Comprehensive general liability insurance. ARTICLE 19 TERMINATION OF THE CONTRACT A. Bodily injury: I " " In 19.2.1, strike the words... persistentlt or repeatedly $1,600.000.00 each person $1,000,000.00 each occurrence. " " In 19.2.3, strike the word... persistently $1,000,000.00 aggregate. 924t In 1.., strike the diltf bttil e e wors..."guy osusanay" , B. Broad form property damage: `��/ $1,000,000.00 each occurrence. . $1,000,000.00 aggregate. SECTION-01025 APPUCA11ON FOR PAYMENT 1. General: A. Work included: Submit the schedule of values required by General Conditions, and applications for payment in accordance with requirements listed herein. Payment requests and related submittals shall be forwarded to owner for processing. B. Schedule of values: Provide a breakdown of contractor's Sum, as required by General Conditions, and as specified herein. Coordinate preparation and correlate line item breakdown with specification sections included herein, and as required to facilitate continued evaluation of payment requests and progress reports. Break down principle subcontract amounts into several line items, to Owner's approval. Round off individual amounts to nearest whole dollar, but with the total equal to Contract Sum. Arrange schedule with columns to indicate the generic name of the item, related specification sections, subcontractor, supplier, manufacturer or fabricator, change . orders (numbers) which have affected the value, dollar value of the item, and percentage of Contract Sum to nearest one -hundredth percent and adjusted to total 100 percent. C. Payment requests: 1) Payment request cycle is to be regular. Payment requests shall be received on or before the first calendar day of the month, for processing. Each application shall be consistent with previous applications and payments. Certain applications for payment, such as initial application, application at Substantial Completion, and Final Payment application involve additional requirements. 2) Application form: AIA Document G702 and Continuation Sheet G703, available from the American Institute of Architects, 1735 New York Ave. NW, Washington, D.C. 20006. (also at most local AIA chapters). 3) Application preparation: Complete every entry provided for on the form, including notarization and execution by authorized persons. Incomplete applications will be returned by Owner without action. Entries shall match current data of schedule of values, and shall be correlated with previous applications. Listings shall include " amounts of change orders issued prior to last day of the period of construction covered by application. 4) Prior to submittal of initial application for payment, submit the following items to Owner, which payment will not be made without receipt of the following: Q. Listing of subcontractors, principle suppliers and fabricators. b. Progress schedule. C. Schedule of values. d. Schedule of submittals. e. Performance and/or Payment bonds. f. Copies of acquired building permits for performance of the work. 5) Number of copies: Submit three executed copies of each payment application. Transmit each copy with a transmittal form listing attachments, if any. 6) Submit conditional lien releases with each Application for Payment, contingent upon receipt and bank clearance of the current invoice amount. 7) Submit unconditional lien releases covering the previously paid amount received by Contractor and sub -contractors or material suppliers, with subsequent Applications for Payment. 8) Lien waiver form: Submit lien waivers to Owner and have Project Manager complete approval on "Waiver and Release of Lien" form, unless otherwise approved by Owner. SECTION-01030 ALTERNATES 1. General: A. Definitions: Alternates are defined as products, materials, equipment, systems, methods, units of work or major elements of the construction, which may, at the Owner's option and under the terms established in the Contract, be selected for the Work in lieu of requirements. of the Contract Documents. Selection may occur prior to the contract date, or may, by the Agreement, be deferred for possible selection at a subsequent date. B. Alternates may or may not change the scope and general character of the Work. Include within alternative bid all costs, including materials, labor, equipment and fees required to complete the work item. C. Requirements of this section may be related to, but shall not be confused with, requirements of the Contract Documents related to "allowances," "unit prices," "change orders," "substitutions" and similar terms. D. Refer to the Contract and subsequent modifications thereto, if any, for determination of alternates which have been accepted and included in the Contract. E. Notification: Immediately following the award of Contract, prepare and distribute to Owner, Architect and other applicable parties a notification of the status of each Alternate. Indicate that Alternates have been accepted, rejected or deferred for consideration at a later date. Indicate dates by which Owner must make decisions on deferred Alternates in order not to delay the project. F. Include as part of each alternate, miscellaneous devices, accessory objects and similar items incidental to or required for a complete installation whether or not mentioned as part of alternate. G. Description for each Alternate listed below is recognized to be abbreviated but implies that each change shall be complete for the scope of work affected. Refer to applicable specification sections and drawings for specific requirements for each Alternate. 1) All alternates shall be approved by the Owner. SECTION-01200 PROJECT MEETINGS: 1. General: A. Work described: This section defines the requirements for project meetings, of such nature as relates to the overall project. B. Related work described elsewhere: A pre -construction conference relating to a specific trade or specific construction process or sequence is specified in the applicable section. C. Contractor's duties: 1) Scheduling and notification: a. Notify invited parties of meeting time and place at least five (5) working days prior to meeting. b. Coordinate timing of progress meetings with Architect and Owner to coincide with the progress of major divisions of work. C. Make physical arrangements for and preside over meetings. 2) Administration: a. Prepare meeting agenda and distribute to invited parties at least five (5) working days prior to meetings. .b. Record and promptly distribute copies of minutes of significant proceedings and decisions of meetings. C. Prepare and distribute copies of construction progress schedules as originally issued or subsequently approved, marked to show current progress. D. Pre -Construction Conference: 1) Scheduling: A pre -construction conference shall be held at a location to be announced, prior to commencement of the Work. 2) Attendance a) Owner's PM. b. Contractor. C. Major subcontractors as requested by Owner and Contractor. d. Representatives of separate contractors, when applicable. e_ Owner's design consultants (Architect, Engineer, etc.) may attend at Owner's option. 3) Minimum agenda: a: Distribute and discuss list of major subcontractors and material suppliers. b. Distribute and review insurance submittals. C. Distribute tentative construction progress schedule and submittals schedule, with discussion of critical work sequencing. d. Identify and designate responsible personnel. e. Process and distribute field decisions, change orders and other Contract Documents. f. Process required submittals, including shop drawings, samples and product date, and review Contractors submittal schedules. g. Establish procedures for maintaining required Record Documents and Maintenance Manuals. h. Discuss use of site, including temporary offices, storage areas, erosion control and site use limitations or restrictions. i. Discuss material and equipment deliveries, storage, protection and priorities. j. Discuss safety and first -aid procedures and responsibilities. k. Discuss security procedures and methods. 1. Discuss housekeeping procedures and methods. M. Discuss special project requirements and conditions. E. Progress and coordination meetings: 1) Scheduling: Unless otherwise requested by the Owner, a progress and coordination meeting .shall be held on a weekly basis. 2) Attendance a. Contractor, represented by the Project Manager or Principal. b. Contractor's Project Superintendent. C. Subcontractors and material suppliers specifically invited, as applicable to the progress of the Work. d. Project Manager, Architect and invited consultants. e. Owner. 3) Minimum agenda: a. Review minutes of previous meeting. with review of follow-up and work progress since previous meeting. b. Review field observations, problems and decisions. C. Identify problems and potential problems effecting project construction or anticipated progress. d. Review problems of materials delivery, off -site fabrication and subcontractor scheduling. e. Develop corrective measures and procedures to regain planned schedule when delays occur. f. Revise construction progress and submittals schedule to reflect actual progress. g. Review details of anticipated construction progress prior to next meeting. h. Review workmanship and maintenance of quality standards. i. Review proposed changes, including effect on construction progress schedule and completion date. W W J W W J W Z 0 V ) U W F_ JOB NO. 0619 rr N n IH U 4 G O #a 0 N "k i 00 W all IN 1* IQ V- I list W N It N REVISIONS NO. DATE DESCRIPTION DATE 2-2o-w SHEET "( C ( SECTION-01302 SUBMITTALS SECTION-01310 CONSTRUCTION SCHEDULES SECTION-01500 TEMPORARY FACILITIES AND CONTROLS SECTION-01630 PRODUCT OPTIONS AND SUBSTITUTIONS: 1. General: 1. General: 1. General 1. General: A. This Section includes administrative and procedural requirements for submittals required for A. This section covers provisions for construction schedules and supplements of the A. Provide and maintain' in good condition all protective measures as may be required to adequately A. Products are specified by reference standards, performance and manufacturer?s name and made[ performance of the Work, including the following: General Conditions. protect the public from -hazards resulting from the work and to exclude unauthorized . persons from the number or trade name. 1 Shop Drawings. work. 1) When specified only by reference standard or performance, Contractor may select any 2 Product Date. B. Form of schedule: Prepare in form of comprehensive Bar Chart or similar network type chart. product meeting specified standards or performance requirements, by any manufacturer. 3 Samples. 1) Provide separate horizontal breakdown of each trade or operation. B. Temporary Utilities: Provide temporary utilities as required for proper completion of work, and as 2) When several products or manufacturers are specified as being acceptable approval, the 4 Quality assurance submittals. 2) Order: Chronological order of beginning of each item of work. folows: Contractor has the option of choosing among those named. 3))))) Identify each item of work: 1) Light and power: Maintain in a safe manner and utilize so as not to constitute a hazard 3) When one product or manufacturer is specified or indicated as the "basis of design", "basis B. Administrative Submittals: Refer to the Contract and other Specifications Sections for requirements a. By major specification section number. to persons or property. Provide temporary electric power required throughout the Contractor shall bear costs associated with changes required of selection or scheduled",t c 9 q for administrative submittals. Such submittals include, but are not limited to, the following: b. By logically grouped activities. h power c e secured at n desired point within the construction period, so that p we an bany d p for application or installation of other products or assemblies. 1 Applications for Payment. 4) Horizontal time scale: Within bars indicate calendar day .increments. Identify first work building with no more than 100 ft. extension. 4) When proprietary products are specified, substitutions will be allowed only by substitution 2 Performance and payment bonds. day of each week. 2) Water: Provide and maintain temporary water service for drinking and construction provisions specified herein, unless it is specifically stated that no substitutions are allowed. 3 Record Documents. 5) Scale and spacing: Allow space for updating. purposes for all parts of the work. 4 Warranties. 6) Provide construction schedule to Owner and project manager prior to Construction. 3) Heat and ventilation: Provide weathertight enclosures and heating and ventilating as B. if it is desired to use products different from those indicated in the Contract Documents, Contractor shall 5 Operation and Maintenance Manuals. required during construction to protect the work from damage, and as necessary to make written application as described herein. The burden of proving equality of proposed substitutions rests C. Content of schedule: ensure suitable working conditions for the construction operations of all trades. with the Contractor. C. Submittal schedule: 1) Provide complete sequence of construction by activity. Maintain building temperature as specified in the various Sections of the Specifications, 1) Requests for substitution shall reach the Owner not less than ten days prior to the date 1) At least five days prior to date of pre —construction conference, submit a list of all a. Shop drawings. product data and samples: but not less than 50 degrees F. set for opening of bids. Requests received by Owner after this date will not be considered. required submittals, by specification section. Indicate timing for submission of required 1 Submittal date. sexisting'u' i i when approved in writing 4) 'Where available, Contractor may use Owner trl t es he pp d g 2) Requests for substitution shall, be accompanied by such technical data and samples as the submittals and relation to construction sequence. 2 Status of each submittal relative to Contractors Submittal Schedule. by Owner. Contractor shall provide all connections and extensions thereto. Maintain party making the request desires to submit. Owner will consider reports from shall b received b the architect of record within 2) All submittals required try these plane and specifications sh 1 ey 3 Allow ten working daysfor shop drawing review within schedule. 4 Include itmes from the Owner Supplied Items list, (list provided by Owner). in a safe manner and utilize so as not to constitute a hazard to persons or property. Connections or extensions which represent a safety hazard shall be promptly remedied. independent testinglaboratories, verified experience records from previous users, and P P thirty (30) days after awarding of the contract unless otherwise noted. b. Decision dates for selection of finishes. Connections and extensions shall be subject to the approval of the Owner. j PP other anted or written information valid in the -circumstances. P 3) Requests for substitution shall indicate in what respects proposed materials or products C. Product procurement and delivery dates. differ from those specified and the effect on interfacing or related work. and corn P d. Dates for beginningcompletion of each element of construction. C. Telephone and facsimile: Provide dedicated service for construction needs throughout construction "EMAIL" 4) Requests for substitution shalt be accompanied by the manufacturers dated product data 3) During course of the Work, maintain an updated submittal schedule showing status of 2 Show projected percentage of completion for each element of construction. period. THE CONTRACTOR SHALL HAVE FUNCTIONING CAPIBtLITIES AT THE JOBSfTE. P describing the installation, use and care, as applicable, of proposed substitution. Include all submittals. Provide copies for Owner. Information at project meetings and at other 3 Provide sub —schedules to define critical portions of work. reference standards, test data and clarification drawings. times when requested. q 4 Show cost correlation immediate) below date line at heedingof bar —chart. Provide a two Y D. Sanitary facilities: Provide and maintain temporary toilet and other sanitary facilities for all workers 5) Requests for substitution shall be accompanied by complete cost data indicating material item cost correlation line, indicating both "precalculated" and "actual" costs. Show dollar on the project. P .I cost, installed cost and savings. if any, resulting from proposed substitution. D. Procedures: Provide in accordance with the Contract and as specified. volume of work performed through same dates used for preparation of payment requests. 6) Determination as to acceptability of proposed substitutions will be made based only on data 1 Unless otherwise directed b owner, forward submittals direct) to PM for processing. Y Y P 9• In so far as it is practical. use same units of Work in Progress Schedule as indicated in P 9 E First aid: Provide as required by and in accordance with legal requirements. submitted. 2 Coordinate submittal preparation with performance of construction activities, and with "Schedule of Values. 7) Contractor shall coordinate installation of accepted substitutions with interfacing work, purchasing or fabrication delivery, other submittals and related activities. Transmit in " " " 5 Superimpose an S—Curve on schedule to show recalculated cost volume against time P 9 F. — Fire Extinguishers: Provide hand carried, portable, UL—rated, Class A fire extinguishers for bearing re —design costs and making approved changes in the Work to properly incorporate advance of performance of related activities to avoid delay. P y at an point during contract time. Provide a double column of figures in left hand margin; y P g g g temporary offices and similar spaces. In other locations, provide hand —carried, portable, UL—rated, Class � the substitutions, and shall waive all claims for additional costs related to use of acceptable 3) Coordinate transmittal. of different submittals for related elements so processing will not one column shall indicate a range from zero dollars to Contract Sum, the other column ABC, d chemical extinguishers or a combination of extin uishers of NFPA—recommended classes for dry —chemical 9 9 substitutions which become apparent following acceptance. be delayed by the need to review concurrently for coordination. Owner reserves the right shall indicate a percentage from zero to 100 percent. As Work progresses and on each the exposures. to withhold action on a submittal requiring coordination until related submittals are received. date used in Payment requests, plot a second "S—Curve" showing actual C. An addendum will be issued to Bidders not less than four days prior to the date set for opening of Bids if 4) Processing: Allow ten working days for initial review. Allow more time if processing dollar —volume of Work performed. G. Feld Offices: Provide field offices and storage sheds as required for timely progress of work. a proposed substitution is accepted by Owner. Unless substitutions are received and approved as must be delayed for coordination with other submittals. The Owner will advise the D. Updating: Locate temporary structures to avoid interference with work and as approved by the Owner . described above, the successful Bidder shall be responsible for furnishing materials and products in accord Contractor when a submittal must be delayed for coordination. Allow ten working days 1) Every week, show all changes since previous submittal of updated schedule. with the Contract Documents. for reprocessing each submittal. 2 indicate progress of each activity, show completion dates. Include the following: H. Parking: Parking for workers employed on the work may be provided on the site to the extent that 5) No extension of time will be authorized because of failure to transmit submittals a. Major changes in scope. space for that purpose may be available without interference with activities related to performance of the D. In the event that specified items cannot be delivered to the job site and incorporated into the Work at sufficiently in advance of the Work to permit processing. b. Activities modified since previous updating. work. Contractor may park only in areas designated by Owner for Contractor use. Additional parking ' such times and in such quantities as to cause no delay, then Contractor may request a substitution in the 6) The following is a partial list of sumbittals that are required almost immediately upon award of C. Revised ro ections due to changes. P j 9 space required by the Contractor shall be secured off site at Contractors expense. p q manner described above. Should the accepted substitution provide a cost savings, the Contract price will be Contract. Contractor shall coordinate with PM for any additions or corrections to list: d. Other identifiable changes. adjusted by Change Order, with Owner receiving the benefit of. the net savings. No increase in the Contract Concrete, utility connections, coolers, millwork (if alternate is accepted), HVAC (if alternate is accepted), 3) Provide narrative report, including: I. Safety And Environmental Requirements: 1) Keep facilities clean and neat. Operate in a safe and efficient manner. Do overload, a price will be allowed on substitutions made after the receipt of Bids, except where the Contractor can verify a Hollow metal doors and frames, Hardware, Electrical switch gear, and fixtures. a. Discussion of problem areas, including current and anticipated delay factors and ,not or permit facilities to interfere with progress. Do not allow hazardous, dangerous or time[ placement of orders appropriate the materials and conditions involved. y P ppro P their impact. unsanitary conditions, or public nuisances to develop or persist on the site. E. Inability to obtain specified items due to Contractors failure to place timely orders will not be considered b. Corrective action taken, or proposed, and its effect. 2 Maintain Project in accordance with State and local safety and insurance standards.. reason for authorizing substitutions. E. Submittal Preparation Place a permanent label or title block on each submittal for identification. C. Description of revisions: 33 Barricades, Warning Signs, and Lights: Comply with standards and code requirements Indicate the .name of the entity that prepared each submittal on the label or title block. 1) Provide 4 by 5 inches the label beside the title block 1 Effect on schedule to change of scope. - for erection of structurally adequate barricades. Paint with appropriate colors, graphics, F. Submit substitutions to Owner and Architect for approval prior to Construction. a space approximately on or on 2 Revisions. in duration of activities. and warning signs to inform personnel and the public of the hazard being protected Shop Drawings to record the Contractor's review and approval markings and the action 3� Other changes that may affect schedule. against. Where appropriate and needed, provide lighting, including flashing red or G. Reimbursement For Additional Services: The Contractor shall reimburse the Owner for costs of mb taken by the Owner. 2) Include the following information on the label for processing and recording action E. Submittals: amber lights. additional services necessitated by substitutions during the construction period. 1) In the the Contract has been Owner bill taken. 1 Submit initial schedule at least five calendar days prior to pre —construction conference. J. Project Identification and Temporary Signs: Prepare project identification and other temporary signs event substitutions are proposed after awarded, will • for all time used by Owner and Owners Consultant in evaluating each such proposed a. Project name. 2 Eve week, submit updated schedules accurately depicting progress to first day of each week. Every P Y P g P g y of size and style as approved b Owner. y PP y substitution whether or not Owner approves a proposed substitution. b. Dote. 3 Submit one reproducible for Owners information. C. Name and address of the Owner. 4 Post a copy in project meeting room, and/or temporary field office. K. Environmental Protection: Operate temporary facilities and conduct construction by methods that d. Name and address of the Contractor. 5 Distribute reviewed schedules to: (Via Email) comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might e. Name and address of the subcontractor. a. Owner. be contaminated or polluted. SECTION —017W PUNCMIJST f. Name and address of the supplier. b. Job site file. 1) Plant protection: Protect from damage all trees and other vegetation to remain that g. Name of the manufacturer. C. Subcontractors. occurs within the limits of construction work. 1. General: h. Number and title of appropriate Specification Section. d. Architect. I a. Do not store oil, gas, chemicals, or construction materials of any kind within the i. Drawing number and detail references, as appropriate. d. Owner's Project Manager drip line of any existing trees. A. The Project Punchlist shall be completed in the following manner: b. Do not attach signs, wires, or any other type of obstruction to trees. F. Submittal Transmittal: Package submittals appropriately for transmittal and handling. Transmit SECTION-01410 TESTING LABORATORY SERVICES C. Replace in kind and size plant materials designated to rernain that are killed or 1) Two weeks propr to turn over, the Contractor will prepare a complete punchlist of all items to be completed. with a transmittal form. Submittals received from other than the Contractor will be returned without action. severely damaged by construction activities to the satisfaction of the Owner at This list shall include all items, not only anccitectural. This list will be sent to the Owner. The Owner will reveiw 1) Transmittal Form: Use AIA Document G 810 or other form as approved by Owner. 1. General: I no additional cost. and edit /add accordingly. Include Contractors certification that information complies with Contract Documents. A. Testin a enc : 9 Y 2) Comply with all pollution control regulations in effect at site for all materials, 2) One week proir to turn over, the Contractor shalt update the previously prepared a punchlist with all items G. Contractor's review: 1 Except as otherwise specified, testing will be performed b independent testing agency P P g P y P 9 g y or agencies selected and paid by the Contractor; acceptable to the Owner and as equipment and work procedures used on the Project. 3) Conduct all operations so as to abate noise wherever possible and to minimize noise that have completed and add any items, as necessary. 'Turnover 1) Review, stamp with approval and submit to the Architect or PM, submittals required by the required b authorities of jurisdiction. Costs .for testingand related requirements shall be q where complete abatement is not possible. Avoid use of tools and equipment which 3) The Contractor will review the punchlist with the Owner on Day". If the Contractor is not complete, Contract Documents with reasonable promptness and in such sequence as to cause no included in the Contract Sum. produce harmful noise. Restrict use of noise making tools and equipment to hours that the Contractor shall prepare daily punchlist and will be complete by Opening Day". delay in the Work or in the activities of the PM or of separate contractors. Submittals made by the Contractor which are not required by the Contract Documents may be 2) Specific tests are required in other applicable sections of these specifications and include, but are not necessarily limited to the following will minimize complaints. 4) Conduct cleaning and disposal operations to comply with local ordinances and anti— B. The Project Punchlist shall be completed before final payment can be issued. without action. .returned2) By approving and submitting submittals. Contractor represents that he has determined a. In —place concrete materials testing during placement. pollution laws. . and verified materials, field measurements, and field construction criteria related 3) Provide special inspections and periodic reports when required by building code officials L. Provide installation, operation, maintenance and removal of temporary facilities, equipment, thereto, or will do so, and has checked and coordinated the information contained within .having jurisdiction. Special inspector" will be .responsible for submitting quality services, utilities, and controls required for the prosecution of the work. Install and maintain in such submittals with the requirements of the Work and Contract Documents. control test reports prepared by testing laboratory required above, to building officials, if accordance with applicable codes and regulations. 3) The Contractor shall direct specific attention, in writing or on resubmitted shop drawings, necessary. Special inspections required include, but may not necessarily be limited to M. Contractor shall. coordinate with Landlords requirements with the working conditions of the Mall. This includes, product data, samples or similar submittals, to revisions other than those requested by the Architect or 'PM. on previous submittals. the following: a. Reinforcing steel conformance inspection, prior to forms closing or concrete delivery but not limited to, deliveries, trash removal, construction traffic and .hauling across Mall corridors and hallways, etc. 4) When professional certification of performance criteria of materials, systems or I (does not apply to site —work concrete). equipment is required by the Contract Documents, the Architect or PM shall be entitled to rely upon the accuracy and completeness of such calculations and certifications. 4) Shop certification: Special inspections are not required when work is done on premises 5) Where work is indicated "By Others," Contractor shall indicate responsibility for of fabricator registered and approved to perform such work without special inspections, providing and coordinating such work, whether by Subcontractors or under separate in accordance with requirements of the building code. contracts. 5) Owner reserves right to retain its own independent inspection and testing agency to 6) Contractor agrees that submittals processed by Architect or PM , are not Construction Change verify and confirm the Work included herein. Costs for such tests not conforming with SECTION-01600 MATERIAL. AND EQUIPMENT .Directives or Change .Orders; .that purpose of submittals by Contractor is .to demonstrate the requirements of the Contract documents .will be deducted from the final contract sum. that Contractor understands design concept; that he demonstrates his understanding by 1. General: SECTION —01710 CONTRACT CLOSEOUT• indicating which equipment and of the material he intends to furnish and install and by detailing fabrication and installation methods he intends to use. A. Product Requirements: Provide products that comply with the Contract Documents, undamaged 1. General: 7) Perform no portion of the Work requiring submittal and review of submittals until the and unused at installation. Provide products complete with all accessories, trim, finish, safety guards and respective submittal has been reviewed and stamped by the Architect or PM. Such work shall be B. Qualification of agencies: other devices and details needed for a complete installation and for the intended use and effect. A. Closeout includes general requirements in preparation for Final Completion and. Final Payment. g q P P P y "Substantial in accord with submittals bearingthe owner or owners re stamp. p. p. 1 Source Limitations: To the fullest extent ) possible, provide products of the same kind, . Closeout is direct) related to Completion" and may be a single time period for entire Y P Y 9 1) Independent Testing Agency requirements: from a single source. work or a series of time periods for parts of the Work accepted as substantially complete. H. Architect's or PM's Review: The construction data identified will be reviewed within individual a. Each independent inspection and testing agency engaged on the Project shall be 2) Guarantee: acceptance. Provide one year guarantee on all materials and workmanship Specification Sections for conformance with the design concept of the Project and with the information authorized by authorities having jurisdiction to operate in the state where the commencing at date of Repair or replace defective materials and workmanship to B. Prere uisites to Substantial Completion: 1� Prior to requesting Owner's certification of Substantial Completion, complete the given in the Contract Documents, and not to determine accuracy and completeness of other details such Project is located. satisfaction to the Owner and at no cost to the Owner. as dimensions and quantities, or for substantiating instructions for installation or performance of b. Testing Agency shall meet "Recommended Requirements for Independent 3) Nameplates: Except for required labels and operating data, do not attach manufacturers following and list all known exceptions. equipment or systems. Laboratory Qualification, latest edition,. published by American Council of nameplates or trademarks on surfaces exposed, to view in occupied spaces or on the a. If substantial Completion is being requested for a portion of the Work, define such 1) Architect's or PM's review does not constitute approval of safety precautions or any construction Independent Laboratories. exterior. portion. b. Submit lost application for payment: means, methods, techniques, sequences or procedures. The review of a C. Testing Agency shall submit copy of report of inspection of facilities made by 4) Equipment Nameplates: Provide a permanent nameplate on each item of service— S 1) um n statement indicating 100 percent completion of the work (Submit bsworn separate item shall not indicate approval of an assembly in which the item functions. Materials Reference Laboratory of National Bureau of Standards during most connected or power operated equipment. Locate on an inconspicuous accessible „ claimed as Substantially Complete. 2) The Architect's or PM's review shall not relieve the Contractor of responsibility for any deviation recent tour of inspection; with memorandum of remedies of any deficiencies surface. The nameplate shall contain the following information and essential operating (2) List incomplete items, value of incompletion, and reasons for being from the requirements of the Contract Documents unless the Contractor has informed the reported by inspection. data: PM in writing of such deviation at the time of submission and the PM has given d. Testing equipment shall be calibrated at maximum twelve—month intervals by a. Name of product and manufacturer. incomplete. (3) Include documentation for completion. written acceptance to the specific deviation, nor shall the PM's acceptance relieve the devices of accuracy traceable to the National Bureau of Standards or accepted b. model and serial number. I C. Indicate accounting changes to Contract Sum. Contractor from responsibility for errors or omissions in the construction data. 3) Action Stamp: The Anccitect PM The values of natural physical constants. Provide copy of certification. C. Capacity. d. Speed. d. Submit For that portion of the Work: or will stamp each submittal with a uniform, action stamp. e. Testing Agency on —site supervisory personnel shall be qualified and certified in (1 Specific warranties. He will mark the stampappropriately to indicate the action taken, as follows: "Approved," g q project as set forth the fields of testing required for the , as well as meteorology, e. Ratin s Ratings. 2 Workmanship/maintenance bonds. a. Final Unrestricted Release: When a submittal is marked the Work covered by the submittal may proceed provided it complies with in appropriate Quality Assurance and Calibration Manuals. f. Testing Agency shall meet basic requirements of ASTM E329, "Standard of 4) Outlet Nameplates: Provide a permanent nameplate on each electrical, data, telephone outlet 3 Maintenance agreements. requirements of the Contract Documents. Final .payment depends on that Recommended Practice for Inspection and Testing Agencies for Concrete, Steel in kitchen and service areas. Name plate to identify panel and circuit. 4 Final certifications. compliance. b. Final —But —Restricted Release: When is "Approved and Bituminous Materials in Construction," -and shall submit current copy of an B. Delivery, storage and handling: 5 Record documents. 6 Maintenance manuals. a submittal marked as Noted," the Work covered by the submittal may proceed provided it complies with established Duality Assurance Manual meeting criteria of the American National Standards Institute (ANSI) N45.2, assuring that tests and/or 1 Requirements of this section are general in nature. Refer to individual specification ) q g7 Project photographs, if pertinent to project activities. 181 notations or corrections on the submittal and requirements of the Contract inspections will be r.`.. f�,.,.,c.d in accord with established and accepted sections for additional specific requirements. 2) Deliver manufactured products to project site in manufacturer's original packaging with Damage or settlement survey. e. Obtain and submit releases enabling: Documents. 'Final payment depends on that compliance. C. Returned for Resubmittal: When a submittal is marked "Not Approved, PP procedures and criteria, g. Inspection and testing service agencies for Mechanical equipment shall be labels and seals intact. Labels shall indicate manufacturer and product name, P ' 1 Owners use of the Work. Revise and Resubmit," do not proceed with Work covered by the submittal, members of the National Environmental Balancing Bureau (NEBB) or the description, mixing and application instructions. Where applicable, labels shall indicate fire 2 Access to services and utilities. 141 including .purchasing, fabrication, delivery, or other activity. Revise or prepare a Associated Air Balance Council (AABC). resistive classifications. 3 Deliver finish materials only afters aces are enclosed and adequate indoor storage ) y P q g 3 Occupancy permits. Operating certificates. new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark. Do not use, or allow others to use, facilities are available. Deliver items such as millwork only after spaces approximate f. Advise Owner of pending insurance change —over requirements. P g submittals marked "Not Approved, Revise and Resubmit" at the Project Site or C. Associated Services: Cooperate with agencies performing required inspections, tests, and similar completed conditions. 4) Inspect delivery to type g. Obtain and submit operating certificates, final inspection/test certificates, and similar elsewhere where Work is in progress. services, and provide reasonable auxilia services as requested. Notify the agency sufficient[ in P rY q Y 9 Y Y materials upon ensure proper material, color, and quantity. releases enabling Owner's full and unrestricted use of the work and access to services and utilities. 9 d. Other Action: Where a submittal is for information or record purposes or special advance of operations to permit assignment of personnel. Auxiliary services required include, but are not P P 9 P rY q 5) Store products at the site in a manner that will facilitate inspection and measurement of h. Deliver tools, spare arts, extra stocks of materials, and similar physical items to P P P Y " processing or other activity, the Architect or PM will return the submittal marked Action Not Required." limited to, the following: g 1 Provide access to the Work. quantity or counting of units. 6 Store materials and equipment under cover, off round at least 6" and protected from )9 P Owner. L Make final change —over of locks and transmit keys to Owner, and advise 4) Unsolicited Submittals: The PM will return unsolicited submittals to the sender without 2 .Furnish incidental labor and facilities necessary to facilitate inspections and tests. excessive heat and freezing, except for materials not subject to damage or deterioration Owner's personnel of change —over in security provisions. Tag each key to action. 3 Take adequate quantities of representative samples of materials that require 4 4 P P q by contact with environmental conditions. Observe manufacturers recommendations for indicate which lock key operates. Accompany keys with final hardware schedule, as Y P P Y Y testing or assist the agency in taking samples. positioning, separation and ventilation, as applicable. specified in Finish Hardware section. I. Distribution: 4 Provide facilities for storage and curl of test samples. 9 n9 P 7) Store no construction material or equipment within drip line of trees indicated to Complete lete start—_u .testing of systems and instruction of Owner's operating/maintenance 1• P P 9 Y 1) Contractor is responsible for obtaining and distributing copies of submittals to his subcontractors and material suppliers after, as well as before, final acceptance. Prints of 5� Deliver samples to testing laboratories. 6) Provide the agency with a preliminary design mix proposed for use for materials remain• 8 Prevent corrosion, soiling or breakage of materials or contact with. deleterious materials. personnel. k. Touch—up and otherwise repair and restore marred exposed finishes. reviewed shop drawings shall be made from transparencies which carry the owner or mixes that require control by the testing agency. 9� Handle materials and equipment to prevent damage, deterioration or contamination. 2) Observation procedures: ' owners rep, appropriate stamp. 7 Provide securit and protection of samples and test equipment at the Project Site. � Y P Pj install no materials which are physically damaged or stained prior to time for a. Upon receipt of Contractor's request, Owner will either proceed with observation or P P q 2) For duration of project, Contractor shall maintain a file of accepted submittals which shall 8 Neither the observations, inspections,. tests or approvals b the Owner or the Testing P PP Y 9 installation. 10) Store handle to in advise Contractor of prerequisites not fulfilled. P q be delivered to Owner as a part of project closeout documents. Agency shall relieve the Contractor from his obligation to perform the Work in accord and points and products subject spillage areas where spills will not b. Following initial observation, Owner will either prepare Certificate of Substantial with the Contract Documents. deface finished surfaces or other work. Completion or advise Contractor of work which must be performed prior to 2. Submittals 9) Contractor shall notify the Owner in writing and receive a written reply prior to 11) Flammable or hazardous materials: issuance of certificate. proceeding with additional testing beyond that specified in the Contract Documents. a. Store minimum quantities in protected areas. C. Re —observe when requested and assured Work has been substantially completed. A. Shop Drawings: Submit new information, drawn to accurate scale. Indicate deviations from 10 Contractor shall designate one individual in his organization to be responsible for ) 9 9 P b. Provide appropriate type fire extinguishers near storage areas. Observe manufacturers regulations. d. Results of completed observation will form initial "punch —list" for final acceptance. P P P Contract Documents. Do not reproduce Contract Documents or p copy standard information as the basis of Shop Drawings. conducting Contractor's duties relative #o testing. Individual will be instructed in his duties b Testing Agency. Individual shall not be changed without notice to Owner. Y 9 A9 Y• 9 C. precautions and applicable ordinances and 12) Comply with manufacturers instructions and recommendations for product storage and C. P.rere uisites to Final Acceptance: q� P 1) Submit 5 (FIVE) blue —line prints; The Owner will retain one, and wiN return the others 11 Re —test responsibility: Contractor shall provide all retests and repeat —inspections for ) P Y� P) handling. 13) Comply data in basic 1 General: Prior to requesting Owner's observation for certification of Final acceptance q 9 P marked with action taken and corrections, modifications, or resubmits required. Maintain one of items not meeting the requirements of Contract documents, at no additional cost to with manufacturers product all aspects of material usage, and Final payment, complete the following. List known exceptions. the approved prints as a "Record Document". Owner, Re —testing and re —inspection shall continue until satisfactory results are .handling, .installation and substrate preparation except where more stringent a. Indicate accounting changes to Contract Sum. 2) Do not use Shop Drawings without a final stamp indicating action taken in connection obtained. requirements are specified. b. Submit Final Application for Payment with: with construction. D. Authorit of desi nated testin a enc ersonnel: Y 9 9 9 Y P C. Materials containing hazardous substances: N Final releases. Su ortin documentation not revious) submitted and acce ted. PP 9 P Y P1 B. Product Data: Collect Product Data into a single submittal for each element or system. Submit in 'When re uested b Owner, Testin A enc shall render rofessional o inion ) q Y 9 Agency P opinions s 1) The intent of the Contract Documents is to exclude all materials which contain known Certificates of insurance for Products and Completed Operations where P P original forms. Where printed materials describe more than one product or model, clearly identify which is submitted for review. Mark each copy to show applicable choices and options. regarding corrective measures for construction deficiencies. 9 9 2 Testing Agency is not authorized to revoke or change requirements of the Contract ) 9 A9 Y 9 q hazardous substances, including materials containing asbestos, polychlorinated biphenyl (PCB), or any other known substances determined to be a health hazard by the United required. q C. Submit co of Owner's Final Punch —List. Consolidate all items from anc�itectural, mechanical, plumbing. PY 9 1) Submit b copies of each .required submittal; The Owner will retain .one, and will return Documents or too rove or accept an portion of the Work. PP P Y P States Environmental Protection Agency (EPA) and other recognized agencies. In electrical, civil, operations, and project manager into punchlist. Contractor shall certify each item has been P P j 9 P Y the others marked with action taken and corrections, modifications, or resubmits required. studying the execution of the Work time during the Contract Documents and at any g , Contractor shall at once report to the Owner any materials containing hazardous completed or resolved for acceptance. 2) Include the followinginformation: a. Manufacturers printed recommendations. E. Reports: 1) Testing Agency shall submit one copy each of reports of tests and inspection and substances that he may discover. Do not proceed with installation of materials Y P d. Submit Project Directory. b. Compliance with recognized trade association standards. certification as required herein to the Owner, Architect, Engineers and the city as � containing known hazardous substances. 2) Where by by by in e. Submit package of all submittals. C. Compliance with recognized testing agency standards. Y• applicable, for information only. PP 2) Copies test be distributed three days date test pro -ducts are specified .product, .manufacturer., .reference standard or descriptive manner without manufacturers name, model number or trade name, f. Submit all permits and final Certificate of Occupancy. "Site" d. Application of testing agency labels and seals. of reports shall within working after of or Contractor shall select materials meeting specified requirements which do not contain g. Submit set of As— Builts of project. This should be the set of plans with all field changes indicated. e. Notation of dimensions verified by field measurement. f. Notation of coordination requirements. q inspection. P d 3) Tests and inspection reports shall be in standard outline form including the following: known hazardous substances in any form. h. Submit: Specific warranties, workmanship/maintenance bonds, maintenance a. Issue date. 3) In making requests for substitution, Contractor shall be responsible for determining that agreements. final certifications and similar documents not submitted at final C. Samples: Submit full—size samples cured and finished as specified and identical to the product b. Project title and number. materials requested for substitution are free of known hazardous substances in an form. q y time of Substantial Completion. proposed. Mount, display, or package samples to facilitate review. C. Testing Agency name and address. D. Protection: 1 (2) .Record documents and .maintenance .manuals .not submitted at time of 1) Submit 5 sets of each required submittal: The Owner will retain one, and will return the others marked with action taken and corrections, modifications, or resubmits required. d. Name of technician. re registered 9�neer. e. Signature of reviewingengineer. 1) Protect all finished surfaces, including jambs and soffits of all openings used as Substantial Completion. i. Submit consent of surety. Maintain one approved set at the Project site, for quality comparisons. 2) Submit Samples for kind, texture, for final these f. Date of ins ection or sam lin P ampling. 9- g. Significant weather conditions. passageways or through which materials and equipment are handled. 2) Protect finished floor surfaces indicated to remain before moving any material and j. Finishes manual: bound in hard binders, for Owner's review of color, pattern, ,and o check of h. Report number.guidance equipment over these finished surfaces. (1) Assemble a manual cover presenting characteristics, and a comparison of these characteristics between the final submittal i. Sample number. P 3) Protect exterior paving and sitework before start of demolition and construction full details of all finish materials used in the building including and the component as delivered and installed. Where variations are inherent in the activities. care and maintenance. product, submit multiple units that show limits of the variations. p j. Location in project. . (2) Include a list of all finishes and their product names, numbers, colors, and 3) Include the. following: k. Observations regarding compliance with Contract Documents. cleaning and maintenance data. Include a list of installers and service a. Generic description. 1. Pertinent remarks. 4 Field include the following items: ) E. Installation: representatives with company names and addresses, names of individual b. Source. C. Product name or name of manufacturer. reports shall P 9 a. Items inspected. P 1) Inspection of Conditions: Inspect the substrate and conditions under which Work is contacts, and telephone numbers. (3) Submit documents in suitable transfer cases indexed and marked for each d. Compliance with recognized standards. b. Specific location of the inspection. P P performed. Do not proceed until unsatisfactory conditions have been corrected. 2) Manufacturers instructions: Comply instructions division of the Work. e. Availability and delivery time. C. Explanation of deficiencies or non —conforming installations. P 9 with manufacturers and k. Submit executed contracts for extended maintenance or service required by the D. Quality Assurance Submittals Submit quality —control submittals. including certifications, d. Listingof parties informed and corrections made. P e. A statement certifying that the final inspection roved the installation to be in Y 9 P P recommendations. 3) Provide attachment and connection devices and methods necessary for securing each Contract Documents to Owner. 1. Revise and submit evidence of final (continuing) requirements. ' manufacturers instructions, manufacturers field reports, and other quality —control submittals as required ' accord with .the Contract Documents. construction element. Allow for expansion and building movement. 4) Install each component during weather conditions and project status that will ensure the M. Complete final clean—up. under other Sections of the Specifications. 1) Certifications: Where other Sections of the Specifications require certification that a best results. Isolate each part from incompatible material as necessary to prevent 2) Re —observance procedure: a. Upon receipt of contractor's Notice that Work has been completed, including punch —list product, material, or installation complies with specified ied requirements, submit a 5) Install square, .level, plumb .and accurately .aligned. Where .existing .adjacent materials items and excepting incomplete items delayed because of acceptable notarized certification from the manufacturer certifying compliance with specified and elements are not plumb and level, install new materials and elements to align with circumstances, Owner will observe work. requirements. Certification shall be signed by an officer of the manufacturer or other existing. Owner will either prepare certificates of Final b. Upon completion of observation, p p individual authorized to sign documents on behalf of the company. 2) Inspection Test Reports: Requirements for inspection test 6) Clean exposed surfaces and protect to ensure freedom from damage and deterioration Acceptance or advise Contractor of work not completed or obligations not fulfilled. If be and submittal of and reports "Quality at time of Substantial Completion. C. necessary procedure will repeated. from independent testing agencies are specified in Division 1 Section Control. 7) Finished surfaces: a. Finished surfaces shall be clean, uniform and free of damages, soiling or defects in material and finish. W W J W W I [--] TZ 1 0 V F_ U W W � W W W 0 Z N w LLJ DC � U. t7 JOB NO. 0619 REMSIONS ;; N N N R 12 i o 0 2'_ N 0 ft I 0 Gr ae W s * N 0 NO. DATE DESCRIPTION -DATE 2-20-07 SHEET ,0 ( SECTION -01710 - CONTINUED CONTRACT CLOSEOUT D. Record Document Submittals: 1) General: a, Unless otherwise required, furnish three complete sets of required documents. b. Do not use required documents for construction purposes. c. Protect from deterioration and loss in a secure fire resistive location. d. Provide access to record documents. 2) Record drawings: a. Maintain a blueline set of Contract Drawings and shop drawings in clean, undamaged condition. b. Mark up variations in the Work as originally shown. C. Mark the drawing most capable of showing "field" condition. d. Where shop drawings are used for mark-up, cross reference with Contract Drawings. e. Mark with red erasable pencil and, where feasible, use other colors to distinguish categories of work. f. Mark _up .new .information of .importance not shown on Contract .Drawings or shop drawings. g. Record work covered by subsequent construction or requiring the removal of finish material should maintenance be necessary. h. Note related Change Order -numbers where applicable. I. Organize Record Drawing sheets into manageable sets. Identify each set. j. At completion of project, provide one full set of mylar sepias marked and noted with all variations. Provide mylars and two sets of blueline prints made from the mylars. Indicate drawings as Record Drawings. 3) Record specifications: a. Maintain one copy of specifications, including addenda, Change orders, and similar ' modifications. b. Mark up variations occurring in actual work. C. Record substitutions and selection of options. d. Cross reference with other documents. e. Where feasible, mark up variations on blank left --hand pages of Project manual. opposite original text. 4) Record product data: a. Maintain one copy of each Product Data Submittal. b. Mark up significant variations in the actual work. Include: Variations in product as delivered to site. N Variations from manufacturer's instructions and recommendations for installation. c. Cross-reference with Change Orders and mark up Record Drawings and Specifications. 5) Record sample submittal: Immediately prior to date(s) of Substantial Completion, Owner will meet with Contractor at .site, and determine which, if any, samples to be transmitted to Owner. Comply with Owners instructions for packaging, identification marking, and delivery to Owner's sample storage place. Dispose of other samples. 6) Maintenance and operating manuals. a. Organize maintenance and operating information into sets of manageable size. Bind into heavy duty 2", 3-ring binders. permanently identified and indexed with thumb tabs. Include: (1) Name of project, nature of information, Contractor/subcontractor and name and address of local parts supplier and service organization. (2) Emergency instruction. 13 Spare parts listing. 4 Warranties. 5 Wiring diagrams. 6 Recommend "turn -around" cycles. 7 Inspection procedures. 8 Applicable shop drawings. 9� Applicable product date. 7) Miscellaneous record submittals: a. Refer to other sections of these specifications for requirements of miscellaneous record -keeping and submittals in connection with performance of the work. Immediately prior to date(s) of Substantial Completion: (1) Complete miscellaneous records and place in good order. ((2 Identify and bind or file. 3 Make ready for continued use and reference. 8) Inspection reports: Submit certificates from applicable local governmental agencies that the construction has been inspected as required by laws or ordinances and that the building is approved for occupancy. 9) Warranties: In accord with Contract Conditions, provide warranties as follows: a. Contractor shall furnish his warranty and shall require each subcontractor to furnish his warranty, in writing. Assemble, bind, label and transmit warranties as required for other manuals above. Unless specifically indicated otherwise in individual sections, the period for warranties shall begin on the Date of Substantial Completion endshall continue for one year. Warranties shall state the Date of Substantial Completion and the date on which the warranty expires. b. Contractor shall forward manufacturers and installers warranties as specified in the individual specification sections. Assemble, bind, label and transmit warranties as required for other manuals above. Unless specifically indicated otherwise in individual sections, the period for warranties shall begin on the Date of Substantial Completion. Warranties shall state the Date of Substantial Completion and the date on which the warranty expires. 10) Keys: Deliver at Date of Substantial Completion. Tag each key to indicate lock which key operates. Accompany keys with final hardware schedule, as specified in Finish Hardware Schedule. E. Operating/Maintenance Instructions: (GC is responsible complete training of all operating systems to Owner's satsifaction. 1) Coordinate demonstrations and trial operations of equipment for Owner's designated personnel, and complete such demonstrations prior to Date of Final Acceptance. Each installer of work requiring maintenance or operation shall: a. Meet with Owner's personnel, at project site to provide basic instructions needed for proper operation and maintenance of entire work. b. Provide instructions by manufacturer's representatives as required. C. Review maintenance manuals, record documentation, tools, spore ports and materials, lubricants, fuels, identification materials, control sequences, hazards, cleaning and similar procedures and facilities. d. Demonstrate start-up, shut -down, emergency operations, noise and vibration adjustments, safety, economy/efficiency adjustments, and similar operations. e. Review maintenance and operations in relation to warranties and similar continuing commitments. F. Continuing Inspections: Comply with Owner's request to participate in inspections at end of each time period required by specific warranties or similar components. Participate in general inspection of Work approximately one year beyond date(s) of Substantial Completion. SECTION-018OO CLEANING UP 1. General: A. Contractor shall keep during the construction and about the project, specifically required by the project site, free from accumulation of waste materials and rubbish at all times. At completion of the Work, he shall remove all waste materials and rubbish from as well as his tools, construction equipment, machinery and surplus materials, except those the Contract Documents to be left for the Owner's maintenance. B. If Contractor fails to keep project clean or to clean up prior to Date of Substantial Completion, the Owner may do so as provided in Paragraph 2.4 of the General Conditions, and the cost will be charged to the Contractor. C. Safety requirements: 1) Store volatile waste in covered metal containers. Remove from project site daily. Allow no volatile wastes to accumulate on project site. Provide adequate ventilation during use of volatile substances. 2) Da not burn or bury waste materials or rubbish on project site. Comply with governmental and environmental regulatory requirements for disposal of waste. 3) Dispose of no volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains, on pavements, in gutters or on project site. 4) Dispose of no waste or cleaning materials containing materials harmful to plant growth on . project site. As. quickly as possjble, clean up materials which are accidentally spilled. D. Cleaning during construction: 1) Execute cleaning procedures to ensure that building, project site and adjacent properties are maintained free from debris and rubbish. 2 Wet down materials subject to blowing. Throw no waste materials from heights. 3 Provide covered on -site containers for waste collection. Place all waste materials and rubbish in containers in on expeditious manner .to prevent accumulation. Remove waste from project site when containers become full. 4) Legally dispose of all waste materials, rubbish, volatile materials and cleaning materials off project site. 5) Dispose of no materials in waterways. 6) Prior to start of finish painting, clean and maintain interior spaces in a "broom clean" state until Date of Substantial Completion. Protect newly finished and clean surfaces from contamination during cleaning operations. 7) Allow, no accumulation of debris contributing to survival or spread of rodents, roaches or other pests. . a. On a daily basis, remove debris containing food scraps. b. Contractor shall be responsible for securing services of a pest exterminator at no additional cost to the Owner. E. Final cleanup: 1) Clean all finished surfaces in accord with manufacturer's product data and requirements specified in trade sections, prior to Date of Substantial Completion. . 2) At completion of Work, remove all remaining waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all exposed surfaces; leave Project clean and ready for occupancy. a. Remove grease, dust, dirt, stains, labels, fingerprints and other foreign materials from sight -exposed finished surfaces. b. Clean exposed exteior and interior hard -surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Leave concrete floors broom clean. Vacuum carpeted surfaces.. C. Repair, patch and touch up marred surfaces to specified finish to match adjacent surfaces. d. Replace chipped or broken glass and other damaged transparent materials. 3) At completion of Work, clean the site, including landscape development areas, of rubbish, litter and other foreign substances. Sweep paved areas broom clean; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even -textured surface. a. Remove temporary protection and facilities installed for protection of the Work during construction. b. Keep Project clean until it is accepted by Owner. 4) Where extra materials of value remaining after completion of associated Work have become the Owner's property, arrange for disposition. of these materials as directed.. SEC TION-03310 CAST IN PLACE CONCRETE , SECTION- 15400 COLD FORMED METAL FRAMING A. Section Includes: Acid color stain, and exposed raised curbs. 1. General: 1.1 REFERENCES A. Submit shop drowin s and manufacturer's product data for cold formed metal framing. Maximum deflection shall be 17,600 of span. A. American Concrete Institute: . 1. ACI 316 - Recommendations for Construction of Concrete Pavements and Bases Q. Submit structural design calculations bearing seat of a professional engineer registered in the state where the project is to be built. B. American Society for Testing and Materials., 1. ASTM C309 - Liquid Membrane Forming Compounds for Curing Concrete C. Compute structural properties of studs and joists in accordance with AISC "Specification for Design of Cold Formed Steel Structural Members." 1.2 SUBMITTALS 2. Products: A. Samples: A. Minimum 18 gauge, 3-5/8" minimum depth; galvanized metal selected for the span and loads encountered .from .manufacturers design tables. Use heavier gauge .studs where .required by stud length. 1. Submit sample chips of specified colors indicating color additive numbers and required dosage See structural specifications for stud sizes, gauges, and locations. rates. Samples indicate general color and may vary from concrete finished in field B. Welding and fasteners shall be as recommended by manufacturer. according to Specifications. C. Framing shall conform with ABM A446 Grade A, galvanizing meeting ASTM A525 G60. 1.3 QUALITY ASSURANCE 3. Execution: A. Perform work in accordance with ACI 301 and ACI 318, A. For exterior wall framing, install studs spaced as indicated. Secure to structure and brace. Brace B. Obtain each material from some source and maintainhigidegree of consistency in workmanship throughout assembly diagonally and back to structure. Follow manufacturers installation procedures and instructions. Project. install runner track sized to match stud. Frame openings larger than 2'-O" square with double studs at each jamb of frame J am except where more than two are indicated in product data. Install horizontal stiffeners in stud C. Installer Qualifications: Concrete work shall bqoerformed by firm with three (3) years experience system, spaced no more than 8'-O" in vertical distance. Weld at each intersection. with work of similar scope and quality. D. Concrete Mockup SEMM-08800 METAL FA6RMIONS 1. At location on Project selected by Architect, placmnd finish 3x3feet area. Demonstrate methods of obtainingconsistent visual a ppearanceincluding materials, workmanship, and curing�ethod to be used 1. General: throughout Project. A. Submit shop drawing, for the following miscellaneous metal items: canopy brackets, 2. Retain samples of cements, sands, aggregates and color additives used in mock up for comparison wrought iron fencing, decorative glass channels. with materials used in remaining Work PART 2 PRODUCTS I B. Comply with AISC Steel Construction Manual. 2.1 CONCRETE MATERIALS C. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code -Steel," "Structural "Structural AWS D1.2 Welding Code and Aluminum". and AWS D1.3 Welding Code - Sheet Steel." A. Portland Cement shall conform to the requirements of ASTM C150, Type I or Type 11. 2. Products: B. Conform to the applicable requirements of ASTM C33 for fine aggregate, natural bank or river sand, washed and screened. A. Steel Ladder: 1-1/2" O.D. steel pipe stringers and 1" steel rod rungs. Ladder 1'-6" wide with rungs at l'-O" max. C. Coarse aggregate for normal weight concrete shall conform to the applicable requirements of ASTM C33. B. Roof Hatch: Bilco Type S-20 2'-6" x 3'-O" golvinized body with red oxide primer. D. Admixtures shall conform to ASTM C260 or ASTM C494. Calcium Chloride shall NOT be used in the work. E. Water shall be drinkable city water. F. Form Release Agents: "Cast -Off" by Sonneborn or equal products by Gifford -Hill, Master Builders or W.R. Meadows. G. Curing Compounds: . 1. Initial curing materials conforming to ASTM C309 2. Final curing materials conforming to ASTM C171 C. MT-1: Wrought iron to -point. . D. MT-2: Copper E. MT-3: Stainless steel - brushed satin finish. PART 3 EXECUTION F. Protective coatings: For items that are not factory -finished, provide factory -applied protective coatings as follows; field paint items exposed in the finished work, in accord with therequirements of the Painting section: A. Formwork: Conform to ACI 347. 1 Ferrous metals, except galvanized surfaces shall becleaned and given one shop coat of zinc chromate or red oxide primer. B. Slump: Do not place concrete when its plasticity, as measured by slump tests, is outside the limits shown on the drawings. 2) Hot -dip galvanizing or zinc coatings shall comply with ASTM A386. Chemically treat C. Mixing: Transit -mixed concrete conforming to ASTM C94 shall be used in lieu of concrete mixed at the job site. galvanized surfaces to receive a shop coat of paint to produce a bond. D. Temperature: Mix and place concrete only when the temperature is at least 40 degrees F. and rising. G. Welding Electrodes and Filler Metal: Type and alloy to match metal to be welded. Provide suitable means of maintaining the concrete at a temperature of at least 55 degrees F. for a . period of 7 days after placing. H. Anchors, Fasteners and Inserts: Provide as required for application indicated. Cold weather concreting shall conform to ACI 306. Hot weather concreting shall conform to ACI 305. 1) Provide exposed fasteners of the some material, color, and finish as the metal being E. Temperature: Mix and place concrete only when the temperature is at least 40 degrees F. and rising. fastened. 2) Provide conceoled fasteners which .are .compatible .with material and .substrate .and do not promote galvanic or electrolytic corrosive effects. I. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. . J. Fabrication: For work exposed to view, use materials selected for their smoothness and freedom from surface blemishes. Provide necessary rebates, lugs and brackets for assembly and installation. 1 Form metalwork to required shapes and sizes, with true lines, curves and angles. 2 Use concealed fasteners wherever possible. . 3 Clean and dress all exposed welds. 4 Mill joints to tight hairline fit; cope or miter corners. 5 Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. K. Welding: 1 Weld corners and seams continuously to comply with AWS recommendations. 2 Provide continuous welds. 3 Finish exposed welds and surfaces smooth and blended so that no roughness shows after P g finishing and contour of welded surface matches those adjacent. SECTION-04200 STONE dl MASONRY VENEER 3. Execution: Install all miscellaneous metal items in accord with approved shop drawings, plumb, level and true to line. 1. General A. Submit test reports from a qualified independent testing agency, employed and paid by Contractor. I A. Perform cutting, drilling and fitting required for installation; set work accurately in location, 1 Clay Masonry Unit Test: Test units per ASTM C 67. alignment and elevation, measured from established lines and levels. Provide anchorage devices and 2� Mortar complying with property requirements of ASTM C 270 and evaluated per ASTM C fasteners where necessary for installation to other work. 780. 3) Test grout compressive strength per ASTM C 1019. B. Fit exposed connections accurately together to form tight, hairline joints or, where indicated, with 4) Testing Agency Qualifications: Demonstrate to Architect's satisfaction, based on evaluation uniform reveals and spaces for sealants and joint fillers. of agency -submitted criteria conforming to ASTM C 1093, that it has the experience -and capability to satisfactorily conduct the testing indicated without delaying the Work. C. Where cutting, welding and grinding are required for proper fitting and jointing of miscellaneous metal B. Mockup: Prior to installing unit masonry; construct sample wall panels to verify selections made under items, restore finishes to eliminate any evidence of such corrective work. sample submittals and to demonstrate aesthetic effects of materials and execution. Build mockups to comply with the following requirements, using materials indicated for final unit of Work. D. Install miscellaneous metal items, including ornamental railings and screens. 1 Locate mockup on site in the locations indicated or, if not indicated, as directed by Owner. 2 Include exterior face brick and cast stone. Demonstrate transition between materials. Minimum size of mock-up is 3' x 3 '. 3) Include exterior stone -veneer wall complete with metal studs, sheathing, veneer ties, flashing, latn, plaster, and weep holes. Include sample of control joint. SEC710N-O5720 ORNAMENTAL RAILMG 4 Include joint treatment .and .mortar color. 5 Form one expansion joint and one outside corner. 6 Notify Owner one week in advance of the dates & times when mockups will be constructed. 1. General: Submit shop drawings indicating sizes, shapes, fabrication and installation details. Submit product 7 Protect accepted mockups from the elements with weather -resistant membrane. data. Submit 1'-O" long sample of each railing system, finished as specified. Structural performance shall comply 8 Retain and maintain mockups during construction in an undisturbed condition as a standard with building code requirements. Take field measurements prior to preparation of shop drawings and fabrication. q P P P P 9 for judging the completed Work. When directed by Owner, demolish and remove mockups from Project site. 2. Products: C. Cold Weather Requirements: IMIAC - If outside air is below 40 _degrees F, follow Recommended Practices and Specifications for Cold Weather Masonry Construction. A. Acceptable manufacturer: Julius Blum & Co., or equal. D. Hot Weather Requirements: When temperature reaches 100 degrees F in the shade and humidity is less than 50%, protect masonry construction from direct exposure to sun and wind. B. Custom fabricated ornamental handrails and railings: Cold -formed steel tubing shall comply with ASTM A500, Grade A. unless otherwise indicated or required by 2. Products structural loads. Hot -formed steel tubing shall comply with ASTM A501. Steel shapes, plates and bars shall comply A. Brick Tiles: (Thin Brick) with ASTM A36. Gray iron castings shall comply with ASTM A48, Class 30. Malleable iron castings shall comply 1) Brick tiles shall be specified per finish schedule 7 5/8" x 2 1 /2" x 1 /2" +/- with ASTM A47, Grade 32510. Shop pri ku* be manufacturer's standard rust -inhibitive primer, compatible with 2) Provide special shapes for corner, soldier, and rowlock as indicated on drawings. finish coats of paint specified in Painting Section. 3) Adhesive shall be 100% epoxy adhesive ANSI A118.3 4) Colored mortar, per .finish schedule, and concave tooled joint. C. Exterior Steel Railings: 5) Cover all interior brick with a clear sealant. 1) Handrail 1-1/2" Outside diameter 2) Vertical Tube, 1-1/2" outside diameter B. Stone &Brick Veneer: 1) See the materials finish schedule for brick and stone veneer. 3) Pickets, 1/2" diameter steel bar. C. Concrete Masonry (CMU): D. Fabrication: Fabricate to required shapes and sizes, with true curves, lines and angles. Comply with AWS 1) Concrete veneer sizes per plan. for recommended practices in shop welding. Provide welds behind finished surfaces without distortion or 2) Solid units ASTM 145 discoloration of exposed side. Cope or miter corner joints. Mill joints to a tight hairline joint. 3) Hollow units ASTM C90 4) Concrete brick ASTM C55 E. Prepare exterior surfaces for shop finish by SSPC-SP6 commercial Blast Cleaning procedures. Prepare 5) Provide special shapes where indicated or required. interior surfaces for shop finish by SSPC-SP7 Brush-off Blast Cleaning procedures. Apply shop primer in accord with 6) Reinforcing ASTM A82, Dur-O-Wall ladder type. SSPC PA 1, Paint Application Specification No. 1 for shop painting. 7) Flashing 24 gauge sheet steel, galvanized. 8) Portland cementASTM C150 type 1. Use of masonry cement not permitted. 3. Execution: Install inserts and anchoring devices in concrete or welded to structure, as required. Install railings 9) Hydrated lime ASTM G270 type S. in accord with approved shop drawings, plumb, level and aligned. Anchor posts in concrete by core drilling, inserting posts and filling annular space with non -shrink grout. Secure handrails to walls with brackets and end fittings, providing minimum 1-1/2" clearance between handrail and wall. Touch up railing system with primer compatible with finish paint specified in painting Section. Protect completed work until Date of Substantial D. Pointing Mortar: material formulated for use as pointing mortar. Completion by wrapping with protective material. Just prior to Date of Substantial Completion, clean and polish E. Water: Potable. all surfaces. 3. Execution A. Brick Tiles: 1) Snap chalk lines at 7 7/8" horizontally to provide for 3/8" grout joints. This dimension includes SECTION-08100 ROUGH CARPENTRY: a brick and a grout joint. 2) Using 3/8" tooth trowel apply epoxy adhesive to substrate in small workable areas. Lay alternate courses below each chalk line keeping the end joints plumb. Use 3/8" spacers if required to hold 1. General: Store materials in dry locations, off ground. All lumber shall bear the stamp of an agency in position. Press into wall firmly and clean face brick of excess material. certified by the Board of Review of the American Lumber Standards Committee (ALSC). Comply with 3) Use colored grout (if called out in finish schedule) using manufacturers specifications. Grout shall grading rules of Southern Pine Inspection Bureau (SPIB) or Western Wood Products Association (WWPA) as be such as to facilitate application through a grout bag. indicated. Plywood shall comply with Product Standard PS-1. Grade mark all materials. Lumber in contact 4) Mortar joints shall be tooled to compress grout and fill joints completely to a concave finish of not with earth, concrete, roof or masonry substrates shall be preservative -treated in accord with AWPB LP-22. more than 1/8" in depth. 5) Maximum variation from plane of wall is 1 /8" in 8'0". 2. Products: B. Stone Masonry: A. Materials shall be dressed, S4S, seasoned with 19% moisture content for sizes 2" and less. 1) Lay units plumb, level and true to a line in running bond or as indicated. Lay 3 courses to 24" vertically with uniform horizontal and vertical joints. B. Lumber: Framing lumber shall be Standard Grade or 2 Southern Pine. Plates, blocking, bracing and 9 # 9 9 2) Do dislodge flashings. Hailers shall be Utility Grade or #3 Southern Pine. not puncture or Repair or replace damaged flashings before laying units. 1) Prefabricated wood members: Refer to structural drawings. 3) Lay units in a full bed of mortar with head and edge joints completely filled. C. Interior .backing panels: APA C-D PLUGGED .INT with exterior glue, 3/4" thick. 4) Spread mortar for bed joint only so for ahead of laying units that the mortar will' be plastic when the units are laid. D. Treated wood: Provide pressure -preservative -treated wood complying with AWPA C2 for lumber and 5) Butter end of units for head joints with mortar so the vertical joint is completely C9 for plywood, for use where in contact with concrete slabs -on -grade and foundations, nailers and blocking filled with mortar when the unit is shoved into place. built into concrete or masonry, -in conjunction with roof decks, roofing and parapets. Provide fire -retardant treated wood complying with AWPA C20 for lumber and C27 for plywood; for use where required by codes. C. Brick Masonry: 1) Lay units plumb,, level and true to a line in running bond or as indicated. Lay 3 courses to 24" vertically E. Hardware: Provide nails, bolts, nuts, washers, screws, expansion bolts, clips, power -actuated with uniform horizontal and vertical joints. fasteners and similar hardware necessary for complete installation of rough carpentry items. Hardware used 2 Do not uncture or dislodge flashings. Repair or replace damaged flashings before laying units. ) P 9 9 P P 9 9 Y 9 with preservative -treated and fire -retardant -treated wood shall be hot -dipped galvanized. 3) Lay units in a full .bed of mortar with head and edge joints completely filled. 3. Execution: 4) Spread mortar for bed joint only so for ahead of laying units that the mortar A. Install framing, blocking, furring and nailers, in accord withcurrent industry practices. Space framing at will be plastic when the units are laid. 2'-O" o. c. maximum or as indicated. Install sheet material with face groin or long edge perpendicular to 5) Butter end of units for head joints with mortar so the vertical joint is completely supports: terminate panels on supports. filled with mortar when the unit is shoved into plac6. D. Cleaning: 1) Make sure that the brick is cleaned of any excess mortar at once. Do not let the Mortar set. A B. Blocking: Provide for loads as specified by applicable codes. Provide wood blocking within partitions for anchorage at the following locations: damp rag or sponge is used to to clean mortar off the face of the brick. Never use acid on the 1) Wall hand face of the brick. A masonry brush is used to clean dust and sand particles from the brick and mounted sink. grout joints. DO NOT let grout get on the face of the brick. 2 Wall mounted shelves. 3 Chair rail and moldings. 4 Or where indicated on drawings 5) Decor . 6) Refer to FS drawings for kitchen area. 7) Building signage. SECTION-08200 FINISH CARPENTARY AND MILLWORK 1. General: (All Woodwork is by Supplier) A. Submit finish samples for each type of exposed finish carpentry and millwork. Include full range of variations in color/finish. Submit for Owner and Architect approval. B. All lumber shall bear the stamp of on agency certified by the Board of Review of the American Lumber Standards Committee (ALSO). C. Grading rules of the following industry associations apply to lumber furnished. 1 National Hardwood Lumber Association (NHLA). 2 Redwood Inspection Service (RIS). 3 Southern Pine Inspection Bureau (SPIB). 4 West Coast Lumber Inspection Bureau (WCLB). 5 Western Wood Products Association (WWPA). D. Quality standards, millwork: Architectural Woodwork Institute (AWI) Quality Standards. E. Condition wood materials to prevailing humidity conditions in installation areas prior to installation. Store materials indoors, off floor. Install interior finish carpentry in enclosed spaces only. 2. Products: All materials shall be surfaced four sides; moisture content of 19 percent or less at time of installation, except as noted below. A. Lumber: 1 Woo for - d o semi ex osed and pointed interior ' finish carpentry except s e e a otherwise indicated shall be AWI Custom Grade Poplar. PP ry P 2) Wood for transparent finish shall be AWI Premium Grade: Poplar, for interior use and Mahogany for exterior use. B. Sheet material: 1) Hardboard: AHA A135.4. 2) Medium -Density Fiberboard: ANSI A208.2. Comply with requirements of NPA 9 for Formaldehyde Emission Level. 3 Particleboard: ANSI A208.1, Grade M-2 made with phenol -formaldehyde resins. 4 Softwood Plywood: PS 1. 5 Hardwood Plywood and Face Veneers: HPVA HP-1. 6) High -Pressure Decorative Laminate: NEMA LD 3, grades as indicated, or if not indicated. as required by woodwork quality standard. a. PL-1: b. Veneer: Oak. 7) Solid Surfacing Material: Homogeneous nonporous blend of mineral fillers and polyester resin or acrylic polymer; class A fire rated material, type 1 tested in accordance with ASTM E84. a. Adhesive and Sealant: As recommended by solid polymer manufacturer and as specified in Section 07900 - Joint Sealers. b. Miscellaneous trim and accessories: Provide trim as indicated Drawings and as recommended by manufacturer. Trim shall match field material, color and finish. C. Provide concealed fasteners, shims and other accessories as recommended by manufacturer. C. Hardware: Provide hardware and fasteners as indicated and required; finish shall be brushed chrome or stainless steel. 1) Cabinet pulls, Epco MC-402 - 3.5. US10B, front of house: 32D. back of house. 2) Drawer Glides, Accuride 3640 heavy duty. 3 Desk Grommets, Outwater Plastics type 31 black.. 4 Hinges, piano hinges with finish to match hardware. 5 AdJustible Shelf Standards,Pin tYPa in predrilled holes in cabinet. 6) Cabinet Cam Lock, Timberline Supply LTD. LP-100 lock plug with CB-231 cylinder body. 7) Purse Hooks: Hafele 845.00.809 single hook polished aluminum. Or equal. 7) Screws: Select material, type, size, and finish required for each use. Comply with ASME 818.6.1 for applicable requirements. a. For metal framing supports, provide screws as recommended by metal -framing manufacturer. 8) Nails: Select material, type, size, and finish required for each use. Comply with FS FF-N- 105 for applicable requirements. 9) Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide nonferrous metal or hot -dip galvanized anchors and inserts on inside face of exterior walls and elsewhere as required for corrosion resistance. Provide toothed steel or lead expansion bolt devices for drilled -in -place anchors. D. Field Measurements: Where woodwork is indicated to be fitted to other construction, check actual dimensions of other construction by accurate field measurements before fabrication, and show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1) Verify locations of concealed framing, blocking, reinforcements, and furring that support woodwork by accurate field measurements before being enclosed. Record measurements on final shop drawings. E. Fabrication: Fabricate millwork in accord with AWI Premium Grade for all transparent finished millwork, Custom Grade for all opaque finished millwork. Route or groove becks of flat trim members, kerf backs of other wide members, except for members with ends exposed in finished work. F. Complete fabrication, including assembly, finishing, and hardware application, before shipment to Project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 3. Execution: A. Install work plumb, level, true and straight without distortions. Shim as required using concealed shims. Finish work shall be smooth, free from abrasion, tool marks, raised grain or similar defects on exposed surfaces. Comply with AWI Section 1700 Custom Grade, except as otherwise indicated. B. Trim and moldings: Install in single, unjoined lengths for openings and for runs less than 10'-0". For longer runs; use only one piece less than 10'-O' in straight runs. Stagger joints in adjacent members. Cope at returns and miter at corners. Attach and secure in place with uniform joints providing for thermal building movements. Blind nail. C. Scribe and cut woodwork to fit adjoining work and refinish cut surfaces or repair damaged finish at cuts. D. Anchor woodwork to anchors or blocking built in or directly attached to substrates. E. Touch up finished items as required. Touch up repairs shall be indiscernible in the finished work. F. Refer to Painting section for field finishing of finish carpentry work. G. Removal bar panels shall have face scews with recessed eye washers. SECTION-08410 PRO BREAiED MILLWORK 1. General: Industry standards are Quality Standards of the Architectural Woodwork Institute (AWI). Protect woodwork during storage and handling to prevent damage, soiling and deterioration. Do not schedule delivery of woodwork until operations which could damage, soil or deteriorate woodwork have been completed in installation areas. Woodwork manufacturer shall advise Contractor of temperature and humidity requirements for woodwork installation areas. Do not install woodwork until required temperature and humidity conditions have been stabilized and will be maintained in installation areas. 2. Products: Comply with referenced quality standards for sending, filling countersunk fasteners, sealing of concealed surfaces and similar preparations for finishing of architectural woodwork, as applicable to each unit of work. Booths are Owner furnish - Owner Installed. . . . 3. Execution: Condition wood materials to average prevailing .humidity ,conditions in installation areas prior to installation. Install work in accord with Owner provided shop drawings and AWI Premium Grade standards. Scribe and cut to fit adjoining work, refinish cut surfaces or repair damaged finish at cuts. Attach to supports with concealed mechanical hangers or fasteners. Touch-up shop applied finishes to restore damaged or soiled areas. Refer to painting Section for finishing of Custom Casework. Clean and protect items of architectural woodwork until Date of Substantial Completion. SECTION-07210 BUILDING INSULATION 1. General A. Fire Performance Characteristics: Provide insulation with fire performance characteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable. and which correspond to products listed in UL "Fire Resistance Directory" or "Building Materials Directory". 1) Except as otherwise specified or required by code, insulation materials, including facings .and components shall have a .flame -spread rating not to exceed 25, and a smoke density not to exceed 450. B. Insulation shall meet either thickness dimensions or R ratings indicated on Drawings, whichever is more stringent. 2. Products A. Batt insulation: Unfaced fiberglass complying with ASTM C665, Type I (without membrane facing), of widths to completely fill void formed by framing members. Minimum R19. B. Roof Insulation: RMAX, Multi -Max F-3, 3.3" thick LTTR 20.4 minimum. C. Acoustical Insulation: USG sound attenuation blanket to meet the following requirements: Restrooms: 47 STC. Office: 42 STC. D. Infiltration Barrier: Dupont "Tyvek". E. Miscellaneous materials: Insulation tape, protection board, sealants, adhesive, staples, zinc -coated wires and other devices: In accordance with insulation manufacturer's printed instructions. 3. Execution A. Batt insulation: Fit insulation snugly between framing or obstructions with a friction fit. Extend insulation full thickness over entire surface to be insulated to provide an uninterrupted thermal or acoustical barrier, as applicable. Leave .no voids. 1) Carefully fit insulation around pipes, conduits, and other obstructions. Maintain clearances at heat producing devices such as recessed lighting fixtures, ballasts and HVAC equipment in accord with ANSI C1, Notional Electrical Code recommendations. 2) Support insulation units by adhesive or mechanical anchorage or both as applicable to location and conditions indicated. Provide supplemental wires where required to prevent sagging. B. Board insulation: Support insulation units by adhesive or mechanical anchorage or both as applicable to location and conditions indicated. t1"i.. W J W TW 1 C W1 z Z 0 V F_ U W F- N i W �w H W W 0 Z (/) W Q� L.L JOB NO. 0619 rr N In H V 1 ia O low N O 111Ne T W 00 N C4 t v 09 W U) I N - REVISIONS NO. DATE DESCRIPTION DATE 2-2o-w SHEET 01 SECTM-07510 MEMBRANE ROOFlNG 1. General: A. Perform work required to complete the single ply membrane roofing, roofing insulation, and flashing indicated by the contract documents. 11 r' B. Class A elastomeric sheet roofing is fully adhered to roof insulationusing bonding adhesive. Insulation is fastened to substrate using mechanical fasteners. . C. Submit complete specifications and details of manufacturer's materials and systems -proposed for use on the project. D. Submit sampleof eachtype of roofing surface graded as specified. E. Submit two 6" x 6" samples of each type insulation specified. F. furnish applicator written roofing, flashing and warerproofing guarantee against defective material and faulty workmanship for (10) years minimum. 2. Products: . A. Dorolost Elastomeric sheet roofing system components for non-nailoble decks. 1 Single ply gray membrane roofing, manufactured by Durolast, Inc. 2 Membrane Material, proprietary thermo-plastic CPA 40 mil minimum thickness. 3 Roof Flashing, per manufacturer. 4 Accessories, vent flashing, curb flashing, per manufacturer. B. Preformed Cants and Edge strips, as recommended by manufacturer. C. Rigid insulation, RMAX Multi -Max F-3 3.3" thick LTTR 20.4. 3. Execution: A verify proper placement of all roof openings, pipes, curbs, sleeves, ducts, vents, drains, etc. B. Comply with manufacturer's instructions for preparation of substrate to receive elastomeric sheet roofing. Clean substrate of dust, debris, and other substances detrimental to the sheet roofing work. C. Beginning of installation means acceptance of conditions as satisfactory. D. Install elastomeric sheet roofing in aceordinance with .manufacturer's current printed instructions. E. Loosely lay sheet membraneover roof insulation and allow the membrane to relax thirty (30) minutes before bonding, splicing, or arraching. Evenly fold sheet backon itself after it is in its final position so as to expose the underside. Ap ly bomding adhesive evenly .to both the substrate .and the ,membrane. Apply simultaneously to allow equal drying time. Storting at the fold , slowly roll -the coated membrane into the coatedsubstrate evenly, so as to prevent wrinkles. Compress with stiff push broom. to assure full contact. Splice. adjoining sheets by lopping the edges and splicing with splice adhesive. SECTION-07300 META. SHNGLES 1. General: A. Perform work required to complete the fabrication and installation of the composit roof shingles indicated in the contract documents including supplementary items necessary for its installation. B. Submit shop drawings showing complete layout, including job measurements, details, materials, methods of anchoring flashing, .and special installation requirements. . C. Submit two 6" x 6" samples from manufacturer with proposed shingles.. 2. Products: r,r 1) Metal Shingle: Berridge Manufacturing Co.: Berridge Classic Shingle: Color, satin finish galvalume. 2) Flashing / Dripedge : satin finish golvalume to match shingles 3) Accessories: As recommended by manufacturer. 4) Gutters & Downspouts: Box style gutter 5" x 5" with 4" x 4" box style downspouts. Color to match roofing. 5) Underlayment. One layer #30 unperforated asphalt saturated fooring felt. 6) Sealant. ,contractor grade one parturethane sealant. 3. Execution:. A Examine framing and roofing for defects which could interfer with proper installation of the standing seam metal roof. B. Install in accordance with manufacturers specifications to produce a watertight, leak -proof installation. C. Conceal fasteners on exposed exterior surfaces. D. Forming and cutting of exposed members to be done by manfacturer s representative on site. E. Exposed members to receive finish on interior and exterior surfaces at the mill. F. Construction and waterproofing methods shall be in strict conformance with manufacturer's construction specifications. G. Dispose of excess materials" containers and debris away from site. SECTRIN 07130Q AWYINIIY am mm 1. General: Submit shop drawings and product data indicating materials, shapes, thicknesses, finishes, fabrication details, anchors connections and relation to adjacent work. Industry -standards shall be 1-987 Architectural Sheet Metal Manual as published by SMACNA. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each operation. Upon completion of sheet metal work related to roofing, submit two-year warranty from defects in materials and workmanship. 2. Products: A. Miscellaneous sheet metal trim pieces and sheet metal work shall be Provide fasterners, solder, mastic and accessories as required to complete installation. B. Metal finish shall match adjacent materials. C. Sealant: As specified in Sealants and Caulking section. D. Fabricate sheet metal work in accord with approved shop drawings and SMACNA standards. E. Metal Flashing: Springlok flashing system by Fry Reglet Corp. or equal. 3. Execution and Installation: A. Examine substrates and conditions under which sheet metal are to be installed. Do not begin installation until conditions are satifactory. Install sheet metal work in accord with approved shop drawings and SMACNA recomendations. Installation shall be true to line. ;(' SECTION-07815 POLi CARIMM ROOM 1. General: A. Perform work required to complete the fabrication and installation of the polycarbonite roof indicated in the contract documents including supplementary items necessary for its installation. B. Submit shop drawings showing complete layout, including job measurements, details, materials, methods of anchoring flashing, and special installation requirements. C. Submit two 6" x 6" samples from manufacturer with proposed polycarbonite. 2. Products: . 1) Polycarbonite : Polygol Inc., PCSS type sheets 8mm thick, clear, standard sheet dimensions. 2) Accessories: A. Aluminum edge profile 311. B. Polycarbonite base and connecting profile, 207 & 210 C. Side spacer profile, 226. D. Anchoring screws, 421 & 422. E. Bell seal, 473 F. Edge tape, 508 & 512 3) Color: Clear. 3. Execution: A Examine framing and roofing for defects which could interfer with proper installation of the polycarbonite roof. B. Install in accordance with manufacturer's specifications to produce a watertight, leak -proof installation. . C. Conceal fasteners on exposed exterior surfaces. D. Forming and cutting of exposed members to be done by monfacturer's representative on site. E. Exposed members to receive finish on interior and exterior surfaces at the mill. F. Construction ,and waterproofing methods shall be in strict conformance .with manufacturers construction specifications. G. Dispose of excess materials, containers and debris away from site. H. All exposed surfaces of metal that do not have a factory finish color, to paint. Trellis to be stained and sealed prior to installation of the panels. SECTION-07920 SEMANTS AND CAULKING 1. General: (Note: Caulking of kitchen equipment is by Food service contractor) A. Submit manufacturers product and installation literature for each type sealant specified. Submit standard color sealant samples for color selection. Submit FDA certification where specified. Submit adhesion compatibility test results and substrate staining test results. Submit sealant manufacturer's letter indicating substrate stein testing has been performed on -actual substrate samples. B. Handle and apply sealants in accord with manufacturers recommendations in regard to environmental conditions and protection of adjacent surfaces. C. Verify that all sealants and caulks are compatible with adjacent materials. ( D. Compatibility: 'Provide joint sealants, 'backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. E. Provide written warranty signed by the Contractor, manufacturer and applicator against defective materials and workmanship for 2 years from the date of Substantial Completion. Warranty shall further state that .installed sealants are warranted against the .following: 1 Water leakage through seeded joints. 2 Adhesive or cohesive failure of sealant. 3 Staining of adjacent surfaces caused by migration of sealant or primer. 4 Sealant hardening beyond the Shore A hardness listed -in the sealant manufacturer's current literature. 2. Products: A. Interior sealant for toilet areas shall be Dow Coming 786 Mildew_Resistant Silicone Sealant or General Electric SCS 1702 Silicone Sanitary Sealant. B. Sealant for perimeter .of metal framing shall be: Pecora, 60 + Unicrylic; PTI 738; or Tremco, Mono. C. Sealant for interior concealed bedding joints shall be Pecora, 60 + Unicrylic; PTI 738; or Tremco, Mono. D. Sealant for horizontal traffic -bearing joints shall be two-part polyurethane, self -leveling rapid cure meeting ASTM C920, Type M, Grade P or NS, Class- 25, E. Caulking compound for interior joints shall be pointoble acrylic -latex type: Pecora AC.- 20;. Sonn.eborn,. Sonolac; or Tremco, Acrylic -Latex Caulk.. F. FDA approved sealant shall be General Electric Construction 1200 Silicone Sealant or Tremco Proglaze. G. Accessories: Provide backer rods, bond -breaker tape, joint cleaners, primers and sealers as recommended by. sealant. manufacturer for application indicated. Use only materials which will not. stain the sealant and their contact surfaces. 3. Execution: A Clean,prepare,prime and seal joints as, recommendedby sealant- manufacturer 1) Bondsealant to the two opposite sides of joint only. Apply bond -breaker between sealant and back of joints where space for .back-up material does not exist 2) Tool joints to form smooth, uniform beads with slightly concave surfaces. Finish joints straight, uniform, and neat. B. Sealant installation Standard: Comply with recommendations of ASTM C 1193 for use of joint sealants as applicable .to materials, applications, and .conditions indicated. 1) Elastomeric Sealant Installation Standard: Comply with ASTM C 962. 2) Latex Sealant Installation Standard: Comply. with ASTM C 790. CC. Install where indicated on Drawings and where required for a watertight construction, including but not limited to the following: 1 Joints subject to movement, water penetration and thermal expansion and contraction. 2 Interior joints between fixtures and walls. SECTION-08110 HOLLOW META" WORK 1. General: A. Submit .shop drawings indicating elevations, construction, fabrication, erection and anchorage details and location of finish hardware. Submit manufacturers product data. Submit certification of label construction for doors exceeding UL and Warnock Hersey tested size limitations. 2. Products: A. Provide doors and frames complying with ANSI/SDI, 100 "Recommended Specifications for Standard Steel Doors and Frames" and as specified. Doors and hardware reinforcing performance shall comply with SDI- 100 and ANSI A151.1. Frames and anchor performance shall comply with ANSI/SD1 119. B. Fire -Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame assemblies tested for fire -test -response characteristics ,per ASTM E 152, and are labeled and listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to authorities having jurisdiction. C. Steel: 1) .Hot -Rolled Steel Sheets and Strip: Commercial -quality carbon steel, pickled and oiled, complying with ASTM A 569. 2) Cold -Rolled Steel Sheets: Carbon steel complying with ASTM A 366, commercial quality, or ASTM A 620, drawing quality, special killed. 3) Galvanized Steel Sheets: Zinc -coated carbon steel complying with ASTM A 526, commercial quality, or ASTM A 642, drawing quality, hot -dip galvanized according to ASTM A 525, with A 60 or G 60 coating designation, mill phosphatized. 4) Supports and Anchors: Fabricated from not less than 0.0478-inch thick steel sheet; 0.0516- inch thick galvanized .steel where used with .galvanized .steel frames. 5) Inserts, Bolts, and Fasteners: Manufacturers standard units. Where items are to be built into exterior walls, hot -dip galvanize complying with ASTM A 153, Glass C or D as applicable. 0. Glazing Stops: Minimum 0.0359-inch thick steel or 0.040-inch thick aluminum. 1) Providenonremovable stops on outside of exterior doors and on secure side of interior doors for glass, louvers, and other panels in doors. 2) Provide screw -applied, removable, glazing beads on inside of glass, louvers, and other panels in doors. 3) Glazing as specified in Section 08800. E. Steel Doors: Provide ANSI/SDI 100 grades and models specified below, or as indicated on Drawings or schedules: 1) Interior Doors: Grade I, standard -duty, made[ 1, full flush design, minimum 18 gauge thick cold -rolled steel sheet faces. 2) Exterior Doors: Grade II, heavy-duty, minimum 16 gauge thick galvanized steel sheet faces; flush panel. Provide doors fabricated as thermal -insulating door and frame assemblies and tested according to ASTM C 236 or ASTM C 976 on fully operable door assemblies; unless otherwise indicated, provide thermal -rated assemblies with U-value rating of 0.41 Btu/sq. ft. x h x deg F or better.. F. Steel Frames: Provide metal frames for doors according to ANSI/SDI 100. and of types and styles as shown on Drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 16 gauge thick cold -rolled steel sheet. 1) Interior: Fabricate interior frames with mitered or coped comers and contiuously welded corners, for field assembly. 2) .Exterior. .Fabricate exterior .frames .with .mitered or .coped .and continuously welded corners. Form exterior frames from 16 gauge thick galvanized steel sheet. 3} Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike jambs of single -door frames and 2 silencers on .heads of double -door frames. G. Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects, warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. 1) Clearances: Not more than 1 /8 inch at jambs and heads, except not more than 1/4 inch between non -fire -rated pairs of. doors. Not more than 3/4 inch at bottom. a. Fire Doors: Provide clearances according to NFPA 80. 2) Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. H. Locate hardware as indicated or, if not indicated, according to the Door and Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames" and ADA requirements. 3. Execution: A. Install steel doors, frames, and accessories according to approved shop drawings, manufacturer's data, and SDI recommendations. 1) install fire -rated doors and frames according to NFPA 80. B. Following installation. touch up damage to prime coat. Install doors to operate without stickingor. binding. SECTION-08212 WOOD DOORS: 1. General A. This Section specifies custom wood doors. B. Submittals: 1) Product Date; For each type of door. Include details of construction and glazing. 2 Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door; construction detailsnot covered in Product Data, including those for stiles, rails, panels, and moldings (sticking); and other pertinent date. 3) Samples for initial Selection: Color charts consisting of actual materials in small sections for faces of factory -finished doors with transparent finish. Show the full range of colors available for stained finishes. 4) Samples for Verification: Corner sections of doors approximately 8 by 10 inches showing edges, faces, joinery, and material qualities of typical stile, rail, molding, and panel for each species and door type. Finish sample with some materials proposed for factory -finished doors. C. Quality Standard: Comply with AWI's "Architectural Woodwork Quality Standards" for grade of door, construction, finish, and other requirements. 2. Products A. Stile And Rail Doors Of Special Design And Construction: 1) Grade of Doors for Transparent Finish: Premium. 2 Wood Species and Cut for Transparent Finish: Oak (interior), Cedar (exterior). 3) Stile and Rail Construction for Transparent Finish: Clear lumber; may be edge glued for width. Select stock for similarity of grain and color, and arrange for optimum match between adjacent pieces. 4 Panel Design: As indicated. 5 Glass for Openings: fully tempered float glass, 1/4" thick, or as indicated. 6 Hardware: As specified in Section 08700. B. All doors shall be Solid Core. C. Fabricate stile and rail wood doors in sizes indicated for Project site fitting. D. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI- WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, DHI A115-W series standards, and hardware templates. E. Glazed Openings: Trim openings indicated for glazing with solid wood moldings of profile indicated, with one side removable. F. Finish wood doors at factory. B1 Grade: Premium. 2 Finish: Manufacturer's standard finish with performance requirements comparable to AWI 3) Staining: Match approved sample for color. 4 Effect: Open -grain finish. 5 Sheen: Satin. 3. Execution A. Hardware: For installation, see Division 8 Section "Door Hardware." B. Install wood doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated. C. Align and fit doors in frames with uniform clearances and bevels as indicated below; do not trim stiles and rails in excess of limits set by manufacturer -or permitted with fire -rated doors. 1) Clearances: Provide 1 /8 inch at heads, jambs, and between pairs of doors. Provide 1 /8 inch from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 inch from bottom of door to top of threshold. 2) Bevel non -fire -rated doors 1/8 inch in 2 inches at lock and hinge edges. D. Operation: Rehang or replace doors that do not swing or operate freely. TRAFFIC IMPACT DOORS 1. General A. Perform work required to complete the overhead door indicated by the contract documents including supplementary items necessary -for its installation. B. Submit shop drawings showing sizes, elevations, jamb conditions, and construction details. 2. Products A. Traffic Impact Door: Eliason SCP3. 1) Door Body: 3/4" solid core, with 18 gauge stainless steel both sides with satin finish. 2) Base Plate: 98" high 18 gauge stainless steel KITCHEN sides. 3) Edge Trim: 18 gauge stainless steel, riveted in place. 4) Windows: 3/16" x9" x 14" clear acrylic set in black rubber. 5) Copper Clading: Contractor to field apply copper sheets to dining room side of door. All edges and joints to be rivited.. 3. Execution . A. Install work by mechanics skilled in the trade. install work under the supervision of an accredited and franchised representative of the manufacturer. SECTION-0871 1. General: A. Work included: Provide finish hardware throughout the Work as indicated in the drawings, as specified herein and as required for a complete installation. B. Submittals: 1) Construction schedule: Inform Contractor promptly of estimated times and dates that will be required to process submittals, to furnish templates, to deliver hardware, and to perform other work associated with furnishing door hardware for purposes of including this data in construction schedule. Comply with this schedule. 2) Submit product data including manufacturer's specifications, catalog cuts, and other pertinent information describing items to be provided. 3) Submit hardware schedule coordinated with doors, frames, and related work to ensure proper size, thickness, hand, function and finish of door hardware. Based on hardware specified, organize hardware schedule into "hardware sets" including complete designations of every item required for each door or opening: Include the following information: a. Location of each hardware set cross referenced to indications on Drawings both on floor plans and in door and frame schedule. b. Hand of door and degree of opening. C. Door and frame sizes and materials. d. Fire label identification, if applicable. e. Type, style, function, size, and finish of each hardware item. f. Name and manufacture of each item. g. Fastenings and other pertinent information. h. Explanation of all abbreviations, symbols, and ,codes contained in schedule. I. Mounting locations for hardware. 4) Submittal sequence: Submit final schedule at earliest possible date particularly where acceptance of hardware schedule must proceed fabrication of other work that is critical in project 'construction schedule. include with schedule, product data, samples, shop drawings of other work affected by door hardware and other information essential to the coordinated review of schedule. 5) Coordination: Assist Contractor as required to coordinate hardware with other work in respect to both .fabrication and .installation. 6) Submit templates or physical samples of items to pertinent manufacturers of door and frames in a timely manner to assure orderly progress of the work. Coordinate with Owner to rekey cores. C. Quality assurances: 1) Single source responsibility: obtain each piece of hardware (latch and lock sets, hinges, closers, etc.) from a single manufacturer. 2) Supplier qualifications: A recognized architectural door supplier, with warehousing facilities, who hasbeen furnishing hardware in. Project's vicinity for a period of not less than two years, that has a record of successful in-service performance for supplying door hardware similar in quantity, type, and quality to that indicated for this project and that employs on experienced architectural hardware consultant (AHC) who will be available to Owner and Contractor, at reasonable times during the course of the Work, for consultants. 3) Fire -rated openings: Comply with NFPA Standard No. 8 - and local building codes for installation of hardware in fire -rated assemblies. Provide only hardware which has been tested and listed by UL, Warnock Hersey, FM or other testing and inspecting organization acceptable to authorities having jurisdiction for use on types and sizes of doors indicated in compliance with requirements of door and door frame labels. 2. Products: A. Fasteners: Provide hardware with necessary screws and other fasteners of suitable size and type to anchor hardware in position for long life under hard. use. Provide hardware manufactured to conform to published templates, generally prepared for machine screw installation. Do not provide hardware that has been prepared for self -tapping sheet .metal screws, except as specifically indicated. Provide items complete with expansion shields. toggle bolts. and other anchors, in accord with the material to which the hardware is to be applied and recommendations of hardware manufacturer. Fastener finish shall harmonize with hardware material. B. Lock cylinders: 1) Lock cylinders and keying: Contractor to install "Instakey" small core format cores in all locks at the end of construction, the Owner will rekey locks. Instakey: (303)761-9999 Ryan carter. C. Locks, latches and bolts: Provide manufactures standard wrought box strike for each latch or lock bolt. with curved lip extended to protect frame, finished to match hardware set, unless otherwise indicated. -Provide dust -proof strikes for foot bolts, except where special threshold construction provides nonrecessed strike for bolt. D. Lock throw: provide 5/8" minimum throw of latch ion pairs of doors. Comply with UL requirements for throw of bolts and latch bolts on rated fire openings. Provide 1/2" minimum throw of latch for other bored and preassembled types of locks and 3/4" minimum throw for mortise locks. Provide 1" minimum throw for dead bolts. E. Flush bolt heeds: Minimum of 1 /2" diameter rods of brass, bronze or stainless steel with minimum 1'-0" long rod for doors up to 7'-O" in height. Provide longer rods as necessary for doors exceeding 7'-0" in height. F. Closers: 1) Comply with manufacturers product data for size of door control unit depending on size of door, exposure to weather, and anticipated frequency of use. Provide parallel arms for overhead closers, and provide closer unit one size larger than recommended for use with standard arms. 2) Accessible closers: Provide closers as adjustable units complying with ANSI A117.1 provisions for door opening force and delayed section closing, for accessibility of the physically handicapped. G. Threshold anchors: Provide #6 stainless steel screws with anchors for thresholds to be attached concrete substrates. H. Contractor is responsible for compliance with exit door codes, and the hardware to meet those codes, regardless what is shown in the plans and specifications. J. MATERIALS A1) Push Pull: Hager 130S 1 " round bars, stock bases 1" diameter 2-1/2" projection back to back mounting. 4 bars per leaf 2'-8" long, US10B.. A2) Pull: Hager .6N US108 with Hager .30 series pull plate 3" .x 12" US10B. A3) Pull: Epco MC-402 3.5. US10B. B1) Push Plate: Hager 30 series 4" x 16" US10B. SE07I01-08800 GLASS AND GLAZING 1. General: MATCH EXISTING STOREFRONT. ALL GLASS. AND GLAZING SHALL BE TEMPERED. A. Submittals: Submit product data for each type of glazing material and accessory specified. Indicate by letter that an authorized representative of framing manufacturer has reviewed and approved details, including glass bite, clearances and glazing methods. Submit calculations by glazing material manufacturer indicating recommendations for glazing thickness and heat treating, for information only. Submit glazing material manufac'turer's maintenance data for cleaning and care of each type of glazing material. B. Quality assurance 1) Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads -(where applicable) without .failure, including loss or glass breakage attributable to the following: defective tive manufacture, fabrication, andinstallation. fallure of. sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. 2) Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. a. GANA Publications: GANA'S "Glazing Manual" and "Laminated Glass Design Guide." b. SIGMA Publications: SIGMA TM-3000, "Vertical Glazing Guidelines." C. FMGA "Glazing Manual" and "Sealant Manual" d. Tempered Glass: Comply with ANSI 297.1 and testing requirements .of 16 CFR Part 1201 for category 11 materials. 3) Insulating -Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of the Insulating Glass Certification Council. C. Hold a preglazing conference prior to beginning glass and glazing work. D. Warranties: Provide warranties beginning at Date of Substantial Completion as follows: 1) Thermal insulating units: Ten years. 2 Glass replacement: Provide a two year warranty covering glazing materials. 2 Products: A. Acceptable float glass manufacturers: 1 Ford Motor Co./Glass Division. 2 Guardian Industries Corp. 3 Libbey-Owens-Ford Co. 4 PPG Industries, Inc./Glass Division. 5 Fashion Glass, 972-223-8936 B. Glass. In accordance with ASTM C1036, "StandardSpecification for Flat Glass", and ASTM C1048, "Standard Specification for Heat -treated Flat Glass." 1) GL-1 Insulating -Glass Units: Preassembled units consisting of sealed lites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units. Provide Kind HS (heat -strengthened) float glass in place of annealed glass where needed to resist thermal stresses induced by differential shading of individual glass lites. Provide Tempered (heat treated) Float Glass: Kind FT, Condition A. Type I, Class 1, Quality q3 for inside lite. Clear over clear. 2) GL-2 Clear Glass: 1/4" thick, size per drawings. 3) GL-3 Obscure Glass: 1/4:" thick "Wire glass sandblasted" by Fashion Glass. .as required and polish all exposed edges. 4) GL-4 Mirrors: 1/4" thickness, unframed, edges polished. Provide mastic for installation. 5) GL-4 Clear Wire Glass: 1/4" thick. C. Gaskets: 1) Neoprene gaskets: Dense glazing gaskets meeting AAMA SG-1 and ASTM C864, chemically compatible with sealant used. 2) Cellular elastomeric gaskets: In accordance with ASTM C509, chemically compatible with sealant used. 3) -Lockstrip gaskets: In accordance with ASTM C542, black, neoprene. 4) Molded corners: Provide interior and exterior molded_ comers; vulcanize comers of glazing gasket. D. Glazing sealant: As specified in Section 07900, unless otherwise recommended in writing . by glass manufacturer for particular application. E. Blocks and Spacers: Neoprene, EPDM or silicone as required for compatibility with glazing sealants; of 80 to 90 Shore A hardness for setting blocks and, for spacers and edge blocks, of hardness recommended by glass and sealant manufacturer for application indicated. F. Glazing paints and wire spring clips: Corrosion -resistant, manufacturer's standard. G. Cleaners, primers and sealers: Type recommended by manufacturer of gaskets and sealants. 3. Execution: A. Comply with referenced standards and instructions of manufacturers of glass, glazing sealants, and gaskets, to achieve airtight and watertight performance, and to minimize breakage. B. Install glass free from rattle. C. Install each pane of glass square, plumb, straight, and with uniform clearances between panel and rebates. Check framing system prior to glazing to make certain that uniform face and edge clearances ore maintained. Maintain minimum bed clearance between glass and frame. D. Unify appearance of each series of lites by setting each piece to match others as nearly as possible. Inspect each piece and set with pattern, draw and bow oriented in the some direction as other pieces. E. Make edge cuts of glass clean. Do not nip, seam, swipe, stone, or strike edges. Do not install glass with edge damage. F. Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended by glass manufacturer. Cl) Locks and Latches: Schlage series D Athens lever 32D satin stainless. SELIIIIW_ 0=60 WALLBOARD SYSTEMS: C2) Dead Bolt: Schlage heavy duty single cylinder 8600 finish to match hardware. 1. General: 0) Hinges: Hager commercial quality,. full mortise, ball bearing, 4.-1/2" x 4-1/2" A. Submit product data for each type wallboard and accessory product. Store materials indoors, off finish to match barrel[ side of door. floor. Provide ventilation during and following joint treatment applications. E) Closers: LCN 4110 Smoothee door closer surface mounted. Finish to match door hardware. 2. Products: Reduced opening force required on interior doors of 5 lbs. Provide limiting closers on doors that do not have door stops. A. Steel framing for ceilings: Provide components complying with ASTM C 754. Fl) Door Stops: Trimco 1270 series wall bumprer finish to match door hardware. B. Steel -framing for walls: Provide- components complying with ASTM C 645. . C. Gypsum Wallboard: ASTM C 36 and as follows: - G1) Kick Plate: Ives series 8400 8" tall US10B. G2) Kick Plate: Ives series 8400 8" tall 32D satin stainless. 1 Type: 5/8" Type X where indicated and where required for fire -resistance -rated assemblies. " 2 Type: 5/8 Sag -resistant type for ceiling surfaces. G3) Armor Plate: Checker plate polished aluminum 36" high. 3 Edges: Tapered; except square at multilayer applications. 4) Type: 1 /2" Exterior grade sheathing, Den -Shield Gold H) Flush Bolts: Hager 282D (two per leaf) with dust proof strike. Finish to hatch hardware. D. Water -Resistant Gypsum Board: ASTM C 630. - J1) Alarmed Panic Devise: Von Duprin 98 rim latch mounting with detex alarm by Alarm Lock Systems Inc. E. Joint treatment materials: Comply with ASTM C 475. Pilfergard PG10 (mounted at top of door), exterior key lock and pull. F. Tile backer board: ASTM E-96 1/2 and 5/8 thick as required. tapered edges. - K1) Exterior Threshold: Pemko 271, finish to match hardware, width and length as required by door and wall thickness. H. Cornerbead. edge #rim, and control Dints: :Comply with ASTM C 1047. 9 1 P Y K2) Exterior Threshold: Pemko 227A, width and length as required by door and wall thickness. 1. Fasteners: Provide fasteners of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel framing and furring members securely to substrates involved; complying the .recommendations of gypsum board system manufacturers .for applications indicated. L1) Extended Rain Drip: Pemko 346D, extruded aluminum. J. Building Felt: #15, non -perforated, meeting ASTM D226, Type I. L2) Crash Chain: 3. Execution M) Jamb Weatherstrip: Pimko S88C. A. Steel, Framing: Install steel, framing as indicated and to comply with ASTM C 754 and with ASTM C 840 requirements that apply to framing installation. - M2) Meeting .Stile Gasket: Pimko 30ODP 1) Install supplementary framing, blocking, and bracing to support fixtures, equipment, grab bars, toilet accessories, furnishings, and similar construction. Comply with details indicated and with recommendations of gypsum board manufacturer. N1) Sill Sweep: Pemko 234 DPK for wood doors. 2) Isolate steel framing from building structure as required to prevent transfer of loading N2) Sill Sweep: Pemko 222 APK for hollow metal doors. imposed 'by structural movement. B. Suspend ceiling hangers from building structural members. - 1.) Install hangers plumb and free from contact with insulation and other non-structural objects within ceiling plenum. 3. Execution: 2) Splay hangers only where required to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. A. Stockpile items in advance to assure availability, and make necessary deliveries in a timely manner to 3) .Secure wire hangers .by looping and wire -tying, either .directly to .structures .or .to .inserts, assure orderly progress of the work. Coordinate with other trades to assure proper and adequate provision eyescrews, or other devices and fasteners that are secure and appropriate for substrate, in the work of those trades for interface with work of this section. and in a manner that will not cause there to deteriorate or otherwise fail. B. Install hardware items in accordance with schedule included herein, at heights listed below, or if not C. Gypsum Board Application and Finishing Standards: install and finish gypsum panels to comply with noted, install as recommended by Door and Hardware Institute, except as specifically required to comply ASTM C 840 and GA-216. with local codes. Comply with manufacturer's product data regarding installation. Set units level, plumb and 1) Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish per . true to line and location. GA-214. 1) Standard hinges: a. Level 1: For ceiling plenum areas, concealed areas, and where indicated. a.Top: 5" from head of frame to top of hinge. All joints, and interior angles shall have tape set in joint compound. The surface is left free b.Bottom: 10" from floor to, bottom of hinge. of excess joint compound. Ridges and tool marks are acceptable. - c.lntermediate: Centered between top and bottom hinges. b. Level 2: For -mechanical rooms, and where indicated. " 2 Deadlocks: 47 from floor to centerline of bolt or as otherwise noted. 3 Exit devices: 40" from floor to to of unit. All oints and interior angles shall have tape embedded in joint compound and wiped with a joint P knife leaving a thin coating of joint compound over all jointsand interior angles. Joint compound 4 Door push/pull bars: 40" from floor to centerline of single bar, or to center of middle bar of is applied over all fastener heads and beads. The surface is left free of excess joint three horizontal bars. compound. Ridges and tool marks are •acceptable. - 5) Lock and latch sets: 40" from floor to centerline of knob. C. Level 4: For walls soffits, and ceilings, and where indicated. 6 Accessible door signs: 60" from floor to centerline of 8" high sign. All Dints and interior angles shall have tope embedded in joint compound and two separate coo Pinjoint compound applied flat over all joints and one separate coat of joint compound C. Where cutting and fitting is required to install hardware onto or into surfaces that are later to be painted applied over interior angles. All fastener heads and accessories shall be covered with three or finished in another way, coordinate removal, storage, and reinstallation or application of surface separate coats of joint compound.. The surface is left free of excess joint compound. protection with finishing work specified in Division 9 sections. Do not install surface mounted items until All joint compound shall be smooth and free from tool marks and ridges. finishes have been completed on the substrates involved. d. Level 5: For vaulted ceiling in courtyard dining. All joints and interior angles shall have tope embedded in joint compound and two separate D. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. Drill coats of joint compound applied over all flat joints andone separate coat of joint compound and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors applied over interior angles. All fastener heads and accessories shall be covered with three in accordance with industry standards. separate coats of joint compound.. The surface is left free of excess joint compound. A thin .skim coat of joint compound, or material manufactured especially for this purpose, E. Set thresholds for exterior doors in full bed of butyl rubber or polyisobutylene mastic sealant is applied to the entire surface " complying with requirements specified in Division & Section Joint Sealers . All joint compound shall be smooth and free from tool marks and ridges. F. Adjust and check each operating item of hardware and each door to ensure proper operation or function of every. unit.. Replace unitsthat cannot be adjusted to operate freely and. smoothly or as intended for the application mode. G. Clean operating items as necessary for proper function and finish of hardware and doors. Clean adjacent surfaces soiled by hardware installation. H. Final adjustment at Owner Occupancy: When door hardware is installed more than one month prior to . acceptance or occupancy of a space or area, return to the installation during the week prior to acceptance or occupancy and make final check, adjustment and cleaning of hardware items in such space or area. Adjust door control devices to compensate for final operation of heating and ventilating equipment. 1. There shall be one final inspection for adjustments 6 months after occupancy certificate. 4. Hardware .schedule: .Provide .hardware for each door to comply with requirements of this specification . section, as indicated in the schedule of hardware sets. Qf W J W WW .ir Z 0 V) rF_ V W F_ Z 0 W Q W W W 0 Z (/) W L.L - -:,, RENEW DATE-- • 0:L JOB NO. 0619 w- on N O A W H d! 1 O 14 w N O 'Me W O in _v N 1 v I= W_ N g 1* Ito 0 REVISIONS NO. DATE DESCRIPTION DATE 2-20-07 SHEET V SECTION-N300 CERAMIC & QUARRY TILE SpCTI(M-49 OD PAINTING 1. General: 1. General: A. Submit layout and seaming drawings, A. Submittals: B. Submit product data for installation accessories. 1) Product data: Submit a complete list of products proposed for use at least 30 days prior to �{ C. Submit samples of stone and tile. commencement of painting work. Indicate manufacturer's brand name, quality and type . paint for each surface to be painted. 2) Color samples: Submit two sets of color samples (min size of 8"x 8") from paint manufacturer 2. Products proposed for use, for color selections by Architect. A. Tile: 3) Brush -outs: Following issuance of color schedule, prepare actual brush -outs for each paint, stain or finish specified. 1) See the materials finish schedule for ceromis and quarry tile. B. Source Limitations: Obtain black filters, primers, and undercoat materials for each coating system from the some manufacturer as the finish coats. 2) ANSI Ceramic Tile Standard: Provide tale that complies with ANSI A137.1, "Specifications for Ceramic Tile." complying with Standard Grade requirements, unless otherwise C. Provide point and coatin materials that conform to Federal, State, and Local restrictions for Volatile indicated. Organic Compounds (VOCy content. 3) Factory Blending: For tile exhibiting color variations within the ranges selected during Sample submittals, blend the in the facto and p factory package so the units taken from one D. Furnish extra paint materials from the some production run as the materials applied in the uantities q package show the some range in colors as those taken from other packages and match described below. Package paint materials in unopened, factory -sealed containers for storage and identify with labels describing contents. Deliver extra materials to the Owner. approved Samples. 4) Install the and trim units as indicated. 1) Quantity: Furnish the Owner with an additional 1 gallon of eacjh material and color applied. 2. Products: A. Material Compatibility: Provide block fillers, primers, undercoats, and finish -coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Setting materials: 1) For quarry tile and paver tile in public areas: Dry -Set Portland Cement Mortar; ANSI B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of A118.1. with laytex additives. the total system for various substrates. a. For wall applications, provide nonsagging, latex-portland cement mortar complying 1) Notify the Owner about anticipated problems using the materials specified over with ANSI A118.4 for mortar of this type defined in Section F-2.1.2. substrates primed by others. 2) For quarry the and paver tile in food preparation areas: Water -Cleanable. Tile -Setting thin set Adhesive; ANSI A118.4. C. Acc #able manufacturers: 3) For ceramic tile: Latex -Portland Cement Mortar; ANSI A118.4. Factory -prepared mixture 1� Benjamin Moore Co. of portland cement; dry, redispersable, ethylene vinyl acetate additive; and other 2) Behr. ingredients to which only water needs to be added at Project site. a. For wall applications, provide nonsagging, latex-portland cement mortar complying 3) Glidden. with ANSI A118.4 for mortar of this type defined in Section F-2.1.2. 4 For tile 4) Sherwin-Williams. wall applied over gypsum board: Organic Adhesive; ANSI A136.1, Type 1. 5) National Certified Fire Retardant Inc. C. Grout: 1) For food preparation areafloor grout: Provide one of the following a. Chemical -Resistant Epoxy Grout: ANSI A118.3. D. Paint type: as indicated and as appropriate to substrate according to paint manufacturer's b. Chemical -Resistant Furan Grout: ANSI A118.5. recommendations. 2) For all other areas: Latex -Portland Cement Grout: ANSI A118.6. Factory -prepared mixture of portland cement; dry, redispersable, ethylene vinyl acetate additive; and other E. Interior Stained Woodwork: Provide coating system as follows: ingredients to produce the following: 1) Surface preparation: New stain grade wood installed clean and free of contaminants. a. Unsanded grout mixture for joints 1 /8 inch and narrower. b. Sanded grout mixture for joints wider than 1/8 inch. 2) First Coat: Wood stain applied at spreading rate recommended by the manufacturer. 2) Grout color to match tile. 3) Second Coat: Clear D. Trowelable Underlayments and Patching Compounds: Latex -modified, portland-cement-based sanding sealer applied at spread rate recommended by the manufacturer. formulation provided or approved by manufacturer of tile -setting materials for installations indicated. 4) Third Coat: Flame control #129 one coat if required, or polyurethane varnish satin A67F1. E. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout 5) Fourth Coat: Flame control #130 low gloss two coat if required, or polyurethane varnish satin A67F1. surfaces, specifically approved for materials and installations indicated by tile and grout manufacturers. F. LIQUID APPLIED WATERPROOFING: LATICRETE. WATERTHIGHT FLOOR N' WALL WATERPROOFING (800-243-4788 EXT235) INSTALL PER MANUFACTURER'S RECOMENDATIONS. F. Exterior Painted Metal and Flashin g G. Cove Base: Schluter ])ilex-HK, U12, 09-G. 1) Surface preparation: Vaccum or blow down and .removw dust and loose particles from surface. 3. Execution 2) First Coat: Acrylic primer / finish. 3) Second Coat: Industrial satin enamel. A. Examine substrates, areas, and conditions where the will be installed, with installer present, for 4) Third Coat: Industrial satin enamel. compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. Do not proceed with installation until unsatisfactory conditions have been corrected. G. Exterior Stained Wood B. Comply with parts of ANSI A108 series of the installation standards in "Specifications for Installation of . 1) Surface preparation: Vaccum or blow down and removw dust and loose particles from surface. Ceramic Tile" that apply to types of setting and grouting materials and to methods indicated in ceramic tile 2) First Coat: Wood stain (for exterior use) to match interior stain. installation schedules. 3) Second Coat: Oil base marine varnish semi -gloss finish. C. Comply with TCA's "Handbook for Ceramic Tile Installation" installation methods. 4) Third Coat: Oil base marine varnish semi -gloss finish. 1) Ceramic Tile Floor Installation: H. Interior Painted Gypsum Board a. Installation Method: TCA F113 (thin -set mortar bonded to concrete subfloor). Use where indicated and in public areas. 1) Surface preparation: Voccum or blow down and removw dust and loose particles from surface. b. installation Method: TCA F115 (thin -set mortar bonded to concrete subfloor, with 2) Texture: See paint colors below. epoxy or furan grout). Use where indicated and in food preparation areas. 2). Ceramic Tile Wall Installation: TCA W242 (organic adhesive over gypsum board on studs 3) Primer:- Latex wall primer 1.3 mils. 4) Second Coat: Latex paint 2.0 mils. D. Expansion Joints: Locate expansion joints and other sealant -filled joints, including control, contraction, 5) Third Coat: Latex paint 2.0 mils. and isolation joints, where indicated during installation of setting materials and tile. Do not saw -cut joints 3. Execution: after installing tiles. 1) Locate joints in tile surfaces directly above joints in concrete substrates. A. Include all painting required by the project except for prefinished items and special finishes as specified in other sections. 1) Point ductwork and other items visible through .ceiling openings flat block. Finish all .door edges. Paint exposed pipes and ductwork in occupied areas to match adjacent surfaces. Paint all ceiling elements to match tile (i.e. difusers, pipes, etc.) B. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition. C. Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. SECTION-09510 ACOUSTIM CEILING 1) If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to 1. General: ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. A. Submit shop drawings indicating layout, including locations of lighting fixtures, grilles and accessories. Submit eroduct data including product descriptions and installation instructions for each material. Submit 1'- D. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque 0 by 1 -0 samples of each type acoustical material. surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. B. Schedule acoustical material installation to minimize need for removal and replacement of acoustical units to accommodate work of other trades. E. Transparent (Clear) Finishes: Use multiple coats to produce a glass -smooth surface film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, C. Suspension system components, hangers and fastening devices supporting lighting fixtures, ceiling or other surface imperfections. grilles and acoustical units shall have maximum deflection of 1/360 of the span when tested in accord with 1) Provide satin finish for final coats. Verify procedures with Owner prior to field application. ASTM C635. Variation from level in finished ceiling shall not exceed +1/8" in 12'-0". D. Maintenance materials: Furnish extra materials equal to one percent of each type of acoustical material 3. Point Schedule supplied. Furnish suspension system components in amount sufficient to install extra ceiling units. 2. Products: 1) See the materials finish schedule for wood flooring. All exposed surfaces to be painted. f A. Gypsum Panel: As specified in Section 09260 and as indicated. l" 1) See the materials finish schedule for ceiling tile, and ceiling panels. B. .Provide complete .system, .including manufacturer's .moldings, trim, and accessories. C. Provide fasteners as recommended by ceiling system manufacturer and as indicated: a. Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1, Direct Hung, unless otherwise indicated. b. Wire Hangers, Braces, and Ties: Zinc -Coated Carbon -Steel Wire: ASTM A 641 /A 641 M, Class I zinc coating, soft temper. c. Hanger Rods: Mild steel, zinc coated or protected with rust -inhibitive paint. d. Hold -Down Clips for Non -Fire -Resistance -Rated Ceilings: For acoustical panels weighing less than 1 lb/sq. ft.. provide hold-down clips spaced 24 inches o.c. on all cross tees. 3. Execution A. Coordinate layout and installation of acoustical panels and suspension system with other construction that penetrates ceilings or is supported by them, including light fixtures. HVAC equipment, fire -suppression system, and partition assemblies. B. Measure each ceiling area and establish layout of acoustical panels to balance .border widths at opposite edges of each ceiling. Avoid using less -than -half -width panels at borders, and comply with layout shown on reflected ceiling plans. C. Install acoustical panel ceilings to comply with manufacturer's written instructions, CISCA's "Ceiling Systems Handbook" and ASTM C 636. D. Suspend ceiling hangers from building's structural members and as follows: 1) Install hangers plumb and free from contact with insulation and non-structural objects. 2) Splay hangers only where required and, if permitted with fire -resistance -rated ceilings, to miss obstructions; offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 3) Space hangers not more .than 48 inches a.c. along .each .member .supported directly from hangers, unless otherwise indicated; and provide hangers not more than 8 inches from ends of each member. E. Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where necessary to conceal edges of acoustical panels. SECTION-08580 1. General: A. Submit layout and seaming drawings. B. Submit product data for installation accessories. C. Submit samples of brass edge strips. 2. Products: A. Wood Flooring: 1) See the materials finish schedule for wood flooring. e »-1'J• ••Ina ••- B. Installation accessories: (Contractor Funished - Contractor Installed) 1) Adhesive: As recommended by manufacturer. 2) Cleaner: As recommended by manufacturer. 3) Leveling compound: As recommended by the flooring manufacturer for filling small cracks, holes, and depressions in subfloor. 3. Execution: A. Concrete Subfloor: 1) Verify that subftoor is satisfactory for installation, clean, flat, smooth, level and free from cracks, holes,ridges,coatings preventing adhesion, and other defects imparing performance or appearance. 2) Perform bond and moisture tests to determine if surfaces are sufficiently cured and dry as well as to ascertain presence of curing, sealing, hardening or any other compounds. 3) Perform bond test in accordinence with the flooring manufacturer's warranty requirements. 4) Do .not install flooring on concrete having .moisture vapor transmission in excess of 3 pounds per 1000 square feet in 24 .hours. Perform moisture test in accordance with ASTM F1869. B. Remove deleterious coatings from subfloor surfaces, incompatible with adhesives, paints, oils, adhesives, that would prevent a positive adhesive bond. Completely remove existing solvent -based adhesives. C. Use onit specified adhesive, and follow manufacturer's written instructions. D. Cleaning and protection: Clean and buff finished flooring 48 hours after installation with recommended cleaners. Protect flooring with kraft paper after installation. SECTION- 1998:i ACRYLIC WALL PANELS 1. .General: A. Submit shop drawings including dimensioned plans, elevations and sections. Submit sample of 1'-0" x 1'-0" size indicating color and texture of panels. Submit manufacturer's product data including installation literature Submit maintenance data as part of project closeout. B. Maintain 65 degrees in spaces for 48 hours before, during and 48 hours after application. C. Variation in face alignment of adjacent panels shall not exceed 1/32". 2. Products: A. Manufacturer: Marlite in Cover, Ohio B. Acrylic wall panels shall be Marlite FRP Panels. Panels shall be PVC;.090" thick by 4'-0" wide; #P-100 FIR , Pebble Texture; Class A. or equal USDA accepted, semi -rigid fiberglass reinforced plastic paneling, Class A: UL classified flame -spread less than 20, fuel contributed 0, and smoke -developed less than 200. per ASTM E-84. 1) FRP: White C. Panels for Ceiling Grid: Some as specified for wall panels, except size shall be 2'-0" by 4'-0". D. Accessories: 1) Adhesive: Low VOC as recommended by panel manufacturer. 2) Dens -Class Gold sheathing as manufactured by Georgia-Pacific. a. Sheathing Board Fasteners: ASTM C 954 and ASTM C 1002, 1-1/8 inch, Type S-12 bugle head, corrosion -resistant self -drilling steel screws. E. Fabricate panels within specified tolerances in accord with approved shop drawings to sizes and shapes indicated. 3. Execution: A. Install wall panels in accord with approved shop drawings and panel manufacturer's recommendations. approved shop end erection drawings. 1 Apply adhesive to back of panels for 100% coverage, with a notched trowel. 2 Install panels with surface texture grain aligned. 3 Provide edge molding at exposed joints between panels and at top and bottom edges. 4 Seal bottom edge of panels, whether exposed or concealed. B. Install ceiling panels in lay -in ceiling grid. Orient panel texture in same direction. SECTION-10522 1. General: A. Submit product data or shop drawings, as applicable, for extinguishers and cabinets. Protect prefinished surfaces from damage. 2. Products: A. Fire extinguishers: 5 Ibs and 10 lbs. dry chemical, rated A: 6OBC, baked enamel finish; with wall bracket for mounting. 3. Execution: A. Install fire extinguishers and cabinets in designated locations and as required by local fire department officials having jurisdiction. SECTION -10800 MISCELLANEOUS AND TOILET ACCESSORIES 1. General: A. Submit catalog and manufacturer's installation literature. Coordinate mounting heights and cutouts with other work. 2. Products: Bobrick, Brocar A) Recessed paper towel dispenser : B - 359 B) Surface mounted toilet tissue dispenser: B-2740 C) Circular waste Chute: B-529 D) Feminine napkin disposal cabinet: B-270 E) Grab Bar. B6206 - 36" at rearwall, 42" at sidewall F) Trap wrap - under sink pipe insulation kit C 500 white, by Brocar Products, Inc. 3. Fasteners: Screws, bolts, and other devices of some material as accessory unit, temper and theft resistant when exposed, and of galvanized steel when concealed. 4. Execution: A. Install accessories level and plumb, in accord with manufacturer's recommendations. Conceal evidence of drilling, cutting and fitting to adjacent surfaces. Attach grab bars using mounting plates; stainless steel where exposed at toilet partitions. 5. Schedule of accessories: A. Men's toliet room: 1) Toilet tissue dispenser: One at each water closer. 2) Mirror: One per sink. 3) Grab Bar: Two at each handicap water closet. B. Women's toliet room: 1) Toilet tissue dispenser: One at each water closer. 2) Mirror: One per sink. 3) Grab Bar: Two at each handicap water closet. 4) Feminine napkin disposal cabinet: One at each water closet. SECTK)N-10900 M19CEI I ANEOUS SPECIALITIES 1. General A. perform work required to complete the miscellaneous specialities indicated by the contract documents including supplementary items necessary for their installation. B. Submit shop drawings for each item showing its installation and attachment to adjacent materials, along with catalog cuts and technical data. 2. Products A. Toilet Room Signage: 1) Character Proportion: Letters and numbers on signs shall have a width to height ratio between 3:5 and 1:1 and a stroke- width -to -height ratio between 1:5 and 1:10 using an upper case "X" for measurement. Lower case letters are permitted. 2) Raised Braille Characters and Pictographs: Letters and numberssholl be raised 1132". upper case, son,l serif o sim a gerf type hall be accomppanied v�tjhrad b aille. Rais d characters shall be at east /8 �16 mm�%digg, but no higher tlian 2 ( mm�. is ographs s�iall be accompanied by the equivalent verbal descripon placed directly below the pictogram. The border dimension of the pictogram shall be 6" (152mm) minimum in height. 3) Finish and Contrast: The characters andbackground of signs shall be eggshell matte, or other non -glare finish. Characters and .symbols shall contrast with their background. 4) Mounting Location and Height: Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall spaceto the latch side of the door, including at double leaf doors, signs shall be placed on the nearest adjacent wall. Mounting height shall be 190" (1525mm) above the finished floor to the centerline of the sign. See plans for mounting locations. B. Bar Hanging Glass Racks: Provide blocking above ceiling and install owner provided metal racks. 1) Provide blocking above ceiling and install owner provided metal racks. 3. Execution A. Examine for conditions that affect installation and arrange corrections to give correct installation circumstances. B. Beginning work constitutes acceptance of conditions. C. Install work plumb and straight, securely attached, and adjusted for proper operation as applicable. install fabric taut without excessive stretching. D. Perform the work carefully so as not to mar items on surrounding work. E. Warranty: One year unlimited on material and workmanship. SECTION-11400 INSTMLATION OF FOOD SERVICE EQUIPMENT (OFCS) 1. General: (Coordinate with Food Consultant Drawings) A. Permits and certificates: Provide for inspections and procure permits and certifications of acceptance as may be required by governing authorities. B. Food Service Equipment Contractor to arrange for delivery of food service equipment to project, set -in -place, receeve at the site, unload, protect and coordinate final connections, and adjustment with subcontractor. C. Equipment installer: Equipment installation shall be under direct supervision of qualified personnel having at least five years satisfactory performance in food service equipment installation, testing, service and usage instruction. 2. Products: A. Food service equipment will be furnished by Owner and shall be installed by Owner's Contractor B. Accessories: 1) Provide strainer, check valves. pressure -reducing valves and other accessories needed for proper installation. 3. Execution: A. Confirm locations and correctness of rough -in work prior to equipment installation. B. Uncrate, assemble, install, erect, connect and adjust all items of equipment, ensuring proper fit and operation. C. Install and make connections to services and supplies in accordance with manufacturer's instructions, making final leveling and adjustments as connections are made. D. Ensure that water lines are equipped with operating shut-off valves near each item of equipment and that connecting points are clean. E.. Install equipment in accordance with NSF Manual on Sanitation Aspects of Installation of Food Service Equipment. F. Where appropriate, anchor equipment rigidly into place with appropriate anchors and provide filler plates between adjacent equipment and structural elements using concealed clips. Maintain required clearances between equipment and walls. G. Testing, cleaning and calibration: 1) Provide on -site testing of equipment to ensure proper operation, making such modifications, corrections, calibrations and adjustments as necessary for proper operation of equipment for its intended use. 2) Clean equipment upon installation and adjustment and again when demonstrated at close of project. Remove all protective film from fabrications. 3) Lubricate all working parts as recommended by manufacturer. H. Demonstration: 1) Demonstrate operation and maintenance equipment to Owner's personnel at close of project. Coordinate with Owner. 2) Provide operating assistance when kitchen is first put into operation, including one full working day of instruction in operation, adjustment and servicing equipment in each kitchen area. Coordinate with Owner. MECHANICAL SPECIFICATIONS: SEE MECHANICAL DRAWINGS AND SPECIFICATION SHEETS PLUMBING SPECIFICATIONS: SEE PLUMBING DRAWINGS AND SPECIFICATION SHEETS W W W W I C W TZ 0 V) 0 W W � W W W 0 Z � w LLJ DC � RENEW DA JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION DATE 2-2o-w SHEET 0 ELECTRICAL SPECIFICATIONS: SEE ELECTRICAL DRAWINGS AND SPECIFICATION SHEETS SECTION I - GENERAL MECHANICAL AND ELECTRICAL PROVISIONS 1.1 GENERAL A. THE ACCOMPANYING PLANS SHOW DIAGRAMMATICALLY THE SIZES AND LOCATIONS OF VARIOUS EQUIPMENT, INTERCONNECTING PIPING, CONDUIT AND DUCTWORK WITHOUT SHOWING EXACT DETAILS AS TO ELEVATIONS, OFF5ET5, AND OTHER INSTALLATION DETAILS. THE CONTRACTOR SHALL CAREFULLY LAY OUT HIS WORK TO CONFORM TO THE SITE CONDITIONS, TO AVOID OBSTRUCTIONS AND PROVIDE PROPER 6RADIN6 OF LINES AND CLEARANCES. EXACT LOCATIONS OF OUTLETS, APPARATUS, AND CONNECTIONS SHALL BE DETERMINED BY REFERENCE TO THE ACCOMPANYING PLANS, BY MEASUREMENTS AT THE BUILDING, AND IN COOPERATION WITH OTHER TRADES, AND IN ALL GASES SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. RELOCATIONS NECESSITATED BY THE CONDITIONS AT THE SITE SHALL BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER. S. ALL WORK SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE LINES OF THE BUILDING UNLESS OTHERWISE NOTED ON THE DRAWINGS. 12 INSPECTION OF THE SITE I. DRAWINGS ARE DIAGRAMMATICAL AND ARE PROVIDED TO DEPICT THE SCOPE OF WORK AND ESTABLISH CRITERIA FOR THE CONTRACTOR. THE PRAWIN05 AND SPECIFICATIONS ARE BASED UPON INFORMATION OBTAINED FROM RECORD DRAWIN65 AND CURSORY OBSERVATIONS MADE AT THE SITE AND THEIR ACCURACY 15 NOT GUARANTEED. 2. THE CONTRACTOR SHALL EXAMINE THE SITE AND SHALL VERIFY TO HIS OWN SATISFACTION THE EXISTING SITE CONDITIONS, HAZARDS, GRADES, CLEARANCES, POINTS OF CONNECTION, UTILITY LOCATIONS, AND LOCAL REQUIREMENTS BEFORE ENTERING INTO A CONTRACT. SUBMISSION OF A BID WILL CONSTITUTE EVIDENCE THAT THE CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED WORK AND HAS INCLUDED ALL APPROPRIATE ADJUSTMENTS TO THE WORK TO CONFORM TO EXISTING CONDITIONS. 1.5 CUTTING AND PATCHING A. EACH CONTRACTOR SHALL DO ALL NECESSARY CUTTING AND DRILLING OF WALLS, FLOOR, CEILINGS, ETC., FOR THE INSTALLATION OF NEW WORK OR FOR MODIFICATIONS TO THE EXISTING WORK, BUT NO STRUCTURAL. WORK SHALL BE OUT UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. B. EXISTING EQUIPMENT, WALLS, ACOUSTICAL TILE, SUSPENDED CEILINGS, ETC., DAMAGED DURING THE PERFORMANCE OF WORK SHALL BE REPLACED OR REPAIRED BY THE GENERAL CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. 1.4 COMPLIANCE A. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH ALL NATIONAL, STATE, AND LOCAL CODES AND UTILITY COMPANY REQUIREMENTS. IN NO CASE DOES THIS RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF COMPLYING WITH THESE SPECIFICATIONS AND DRAWINGS. WHERE THERE 15 A CONFLICT IN THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATION$, AND AUTHORITIES HAVING JURISDICTION, THE MOST STRINGENT REQUIREMENT SHALL APPLY. B. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS AS, REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL FEES AND COSTS OF ANY NATURE WHATSOEVER INCIDENTAL TO THESE PERMITS, INSPECTION5, AND APPROVALS MUST BE ASSUMED AND PAID BY THIS CONTRACTOR. 15 SHOP DRAWINGS AND SUBMITTALS A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT SIX SETS OF SHOP DRAWINGS AND CATALOG DATA ON ALL DUCTWORK, EQUIPMENT, AND MATERIALS DESIGNATED ON THE DRAWINGS AND SPECIFIED HEREIN. MANUFACTURER5' PRODUCT DATA SHALL BE A55EMBLEP IN BROCHURES AND SHALL BE ACCOMPANIED BY CERTIFICATION FROM THE CONTRACTOR THAT SUBMITTALS HAVE BEEN CHECKED FOR COMPLIANCE WITH CONTRACT DOCUMENTS. SHOP DRAWIN65 SHALL BE SUBMITTED IN A TIMELY MANNER 50 THAT NO DELAY OR CHAN6E5 WILL BE CAUSED. 1.6 MATERIALS AND EQUIPMENT A. ALL MATERIALS AND EQUIPMENT PURCHASED SHALL BE NEW AND OF THE BEST QUALITY. MANUFACTURERS' NAME5 ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURER5 WILL BE ACCEPTABLE, IF IN THE OPINION OF THE ENGINEER, THE SUBSTITUTE MATERIAL OR PRODUCT 15 OF A QUALITY AS GOOD OR THAN THE SPECIFIED ITEM. 1.1 EQUIPMENT SIZES AND REQUIREMENTS A. SPACE ALLOCATIONS ARE BASED ON EQUIPMENT SCHEDULED. SHOULD THE CONTRACTOR OFFER EQUIPMENT OF ANOTHER MAKE THAT REQUIRES MORE SPACE IN ANY CRITICAL DIMENSION, THE CONTRACTOR SHALL SUBMIT DRAWINGS INDICATING HOW EQUIPMENT MAY BE INSTALLED, INDICATING ROOM FOR 5ERVICIN6 AND REVISIONS IN PIPING, DUCTING AND ANY OTHER DETAILS NECESSARY FOR THE ENGINEER TO FORM A JUDGMENT AS TO THE SUITABILITY OF THE SUBSTITUTE MATERIAL. B. HORSEPOWER$ OF MOTORS AND ELECTRICAL CHARACTERISTICS ARE SCHEDULED FOR EQUIPMENT OF A PARTICULAR MANUFACTURER. SHOULD THE CONTRATOR SUBMIT A SUBSTITUTE PRODUCT THAT HAS DIFFERENT ELECTRICAL REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL MODIFICATIONS WITH THE ELECTRICAL CONTRACTOR AND SHALL ASSUME AND PAY FOR ALL COSTS RELATED TO SUCH CHANGES. lb STORAGE AND PROTECTION OF MATERIALS A. CONTRACTOR SHALL PROVIDE HIS OWN STORAGE SPACE FOR PROTECTION AND STORAGE OF HIS MATERIALS AND ASSUME RESPONSIBILITY FOR ALL LOSSES DUE TO ANY CAUSE WHATSOEVER. CONTRACTOR SHALL PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER. ALL OPENINGS SHALL BE CLOSED DURING CONSTRUCTION WITH TEMPORARY PLU65. I.q ELECTRICAL MOTORS A. ALL MOTORS FURNISHED BY THE CONTRACTOR SHALL BE OF RECOGNIZED MANUFACTURER, OF ADEQUATE CAPACITY FOR THE LOADS INVOLVED, AND WOUND FOR THE ELECTRICAL CHARACTERISTICS INDICATED ON THE DRAWINGS. VERIFY ALL JOB SITE VOLTAGE5 AND POWER SOURCE AVAILABLE BEFORE INSTALLATION OF ANY MOTOR OR CONTROLS. B. MOTORS EXPOSED TO WEATHER SHALL BE TOTALLY ENCLOSED AND WEATHERPROOF. 1.10 MOTOR CONTROLLERS A. FOR ALL EQUIPMENT FURNISHED, UNLE55 STARTERS ARE SUPPLIED AS AN INTEGRAL PART OF A 5PECIFIED PRODUCT, THE MECHANICAL CONTRACTOR SHALL PROVIDE FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR, A COMBINATION MOTOR CONTROLLER WITH PILOT LIGHT AND PUSH BUTTON, OF ADEQUATE CAPACITY AND SUITABLE FOR THE PROPER OPERATION OF EQUIPMENT. 1.11 WIRING A. UNLESS OTHERWISE NOTED, ALL POWER WIRING FOR MOTOR51 5TARTER5, AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER WIRING FROM THE ELECTRICAL DISTRIBUTION SYSTEM THROUGH THE CONTROLLER TO THE ELECTRICAL LOAD AND TEST FOR PROPER ROTATION. WIRING FOR TEMPERATURE CONTROLS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 1.12 CLEANING UP A. AFTER ALL TESTS HAVE BEEN COMPLETED EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING, UP H15 WORK. 1.15 RECORDS AND INSTRUCTIONS FOR OWNER A. EACH CONTRACTOR SHALL AGCUMUL.ATE DURING THE JOB'S PROCPZ55 THE FOLLOWING SETS, IN DUPLICATE, PREPARED IN NEAT BROCHU1RE5 OR PACKET FOLDERS, AND TURNED OVER TO THE ARCHITECT FOR CHECKING AND SUBSEQUENT DELIVERY TO THE OWNER: I. ALL WARRANTIES AND GUARANTEES AND MANUFACTURER'S DIRECTIONS ON EQUIPMENT AND MATERIAL COVERED BY THE CONTRACTOR. 2. COPIES OF APPROVED SHOP DRAWINGS. 3. COPIES OF OPERATING INSTRUCTIONS FOR HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS. OPERATING INSTRUCTIONS SHALL. INCLUDE MAINTENANCE AND SEASONAL CHANGEOVER PROCEDURES. 4. REPAIR PARTS LISTS OF ALL MAJOR ITEMS AND EQUIPMENT INCLUDING NAME, ADDRESS, AND TELEPHONE NUMBER OF LOCAL SUPPLIER OR AGENT. B. THE MECHANICAL CONTRACTOR SHALL ALSO 61VE NOT LESS THAN ONE (1) DAY OF OPERATING, INSTRUCTIONS, DURING THE ADJUSTMENT AND TESTING PERIOD, TO THE OWNER'S OPERATING PERSONNEL IN ORDER TO FAMILIARIZE THEM WITH THE PROPER CARE AND OPERATION OF THE EQUIPMENT. THE WRITTEN OPERATING INSTRUCTIONS REFERRED TO IN THE PARAGRAPH ABOVE SHALL BE USED AS, A BASIS FOR THIS ON THE JOB INSTRUCTION. 1.14 IDENTIFICATION OF EQUIPMENT A. EACH CONTRACTOR SHALL PROVIDE IDENTIFICATION PLATES FOR ALL EQUIPMENT PROVIDED UNDER THE SCOPE OF SERVICES. NAME PLATES SHALL BE A MINIMUM OF 1/16" THICK AND I" X 3" IN SIZE WITH BEVELED E ISE5. THE SURFACE SHALL BE A BLACK SATIN WITH A WHITE CORE FOR LETTERING,. LETTERIN6 SHALL BE MINIMUM 3/16" HIGH. PROVIDE LARGER PLATES TO ACCOMMODATE LENGTHY WORDING. NO PUNCHED PLASTIC, TAPE OR ENGRAVED ALUMINUM PLATES ARE ACCEPTABLE. 1.15 FINAL CONSTRUCTION REVIEW A. UPON COMPLETION OF THE CONTRACT, THERE SHALL BE A FINAL CONSTRUCTION REVIEW OF THE COMPLETED INSTALLATION. PRIOR TO THIS WALK THROUGH, ALL WORK SHALL HAVE BEEN COMPLETED, TESTED, BALANCED AND ADJUSTED IN FINAL OPERATING CONDITION AND THE TEST REPORT SHALL HAVE BEEN SUBMITTED TO AND APPROVED BY THE ARCHITECT. 2. A QUALIFIED PERSON REPRESENTING EACH CONTRACTOR MUST BE PRESENT AT THIS FINAL CONSTRUCTION REVIEW TO DEMONSTRATE EACH SYSTEM AND PROVE THE PERFORMANCE OF THE EQUIPMENT. 1.16 GUARANTEE A. THE GUARANTEE PROVISION OF THIS SPECIFICATION REQUIRE5 PROMPT REPLACEMENT OF ALL DEFECTIVE WORKMANSHIP AND MATERIALS OCCURRING WITHIN ONE YEAR OF FINAL JOB ACCEPTANCE, OR AS DEFINED BY EXTENDED WARRANTY CONTRACTS. THIS INCLUDES ALL WORK REQUIRED TO REMOVE AND REPLACE THE DEFECTIVE ITEM AND TO MAKE ALL NECESSARY ADJUSTMENTS TO RESTORE THE ENTIRE INSTALLATION TO ITS ORIGINAL SPECIFIED OPERATING CONDITION AND FINISH AT THE TIME OF ACCEPTANCE. END OF SECTION SECTION 2 - PLUMBING REQUIREMENTS 1.1 SCOPE OF WORK A. PROVIDE A COMPLETE SYSTEM OF DOMESTIC HOT AND COLD WATER SUPPLY AS INDICATED ON THE DRANIN65 AND SPECIFIED HEREIN. THE SYSTEMS SHALL BE FREE OF WATER HAMMER AND ALL PIPING COMPONENTS SHALL BE ISOLATED TO ELIMINATE ALL AUDIBLE VIBRATION AND NOISE. B. PROVIDE A COMPLETE SANITARY, WASTE, AND VENT SYSTEM AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PROVIDE TRAP PRIMER CONNECTIONS ON FLOOR DRAINS OR OTHER DEVICES AS INDICATED AND AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. C. PROVIDE A COMPLETE GAS PIPING SYSTEM AS INDICATED ON THE ORAWIN66 AND SPECIFIED HIREIN. PROVIDE ALL GAS COCKS, REGULATORS AND OTHER APPURTENANCES NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM. D. MODIFY EXISTING AUTOMATIC SPRINKLER SYSTEM AS REQUIRED FOR NEW CONSTRUCTION. PROVIDE ALL REQUIRED PIPN6 AND HEADS AND ALL EQUIPMENT, DRAWING,S AND CALCULATIONS REQUIRED BY NFPA-15, LOCAL AUTHORITY HAVING, JURISDICTION. AND OWNERS INSURANCE COMPANY 12 SUBMITTALS A. PRODUCT DATA: I. PIPE AND FITTINGS 2. JOINING METHODS 3. INSULATION 4. PLUMBING FIXTURES AND EQUIPMENT 5. SHOCK ABSORBERS AND TRAP PRIMERS 6. FLOOR DRAINS AND CLEANOUTS 1.5 DOMESTIC WATER A. PIPING MATERIAL: I. ABOVE GROUND: HARD DRAWN COPPER, ASTM 566, TYPE "L:: 2. BELOW FLOOR: ONLY TRAP PRIMER LINES ARE ALLOWED 4 BAR SERVICE PIPING ANNEALED COPPER, A5TM W6, TYPE "K" WITH NO FITTING,S ALLOWED BELOW 5LA55. B. FITTINC75: WROUGHT COPPER SOLDER JOINT FITTINGS, ANSI 516.22 G. JOINING METHOD: I. PIPING 2" AND SMALLER: 615% TIN/5% ANTIMONY SOLDER D. VALVES: I. GATE VALVES 2" AND SMALLER: CRANE 426 2. GATE VALVES 2-1/2" AND LARGER: CRANE 465-1/2 5. INSTALL IN MAIN HOT AND COLD WATER LINES AS INDICATED ON DRAWINGS. 4. WHERE SHOWN ON DRANINSS, IN LIEU OF GATE VALVES IN WATER LINES 2" AND SMALLER, BALL VALVES MAY BE USED AT CONTRACTOR'S OPTION: NISCO T54154 E. AIR CHAMBERS AND SHOCK ABSORBERS: I. AIR CHAMBERS SHALL BE THE SAME MATERIAL AND SIZE A5 PIPE BRANCH OR RISER; MINIMUM OF 16" LONG. 2. INSTALL AIR CHAMBERS: AT TOP OF EACH RISER SERVING A FIXTURE; ON EACH BRANCH SUPPLY HOT AND COLD WATER TO A GROUP OF FIXTURES. 3. JOSAM -MOOO-5 SHOCK ABSORBER: UNITS SHALL BE PD.I. (PLUMBING DRAINAGE INSTITUTE) CERTIFIED, EQUAL PRODUCTS BY SIOUX CHIEF. 4. INSTALL SHOCK ABSORBER AT APPLIANCES AND/OR FIXTURES HAVING QUICK -CLOSING VALVES. 5. PROVIDE STAINLESS STEEL ACCESS DOORS FOR ACCE55 TO SHOCK ABSORBERS. F. INSTALLATION. I. PIPING SHALL FOLLOW AS CLOSELY AS POSSIBLE THE ROUTES SHOWN ON THE PLANS AND TAKE INTO CONSIDERATION CONDITIONS TO ISE MET AT THE SITE. ALL PIPING SHALL BE INSTALLED WITH DUE REGARD TO EXPANSION AND CONTRACTION 50 AS, TO PREVENT EXCESSIVE STRAIN AND STRESS IN THE PIPING, AT CONNECTIONS, AND IN EQUIPMENT TO WHICH LINES ARE CONNECTED. 2. DIELECTRIC COUPLINGS SHALL BE INSTALLED WHERE FERROUS PIPE JOINS COPPER LINES AND SHALL BE RATED FOR THE INTENDED PRESSURE AND TEMPERATURE OR SERVICES. 3. COPPER PIPING PASSING UNDER AND THROUGH CONCRETE SLAB OR WALLS SHALL BE PROTECTED WITH A PROTECTIVE SHEATHING OR WRAPPING TO PREVENT CORROSION OF THE COPPER PIPING. 4. PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE, FIXTURES, AND APPLIANCES. S. PROVIDE ALL ROUGH -INS FOR AND MAKE FINAL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT REQUIRING WATER SUPPLY WHETHER FURNISHED UNDER THIS CONTRACT OR BY OTHERS. 6. ALL WATER PIPING SHOWN TO BE INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED BETWEEN INSULATION AND FINISHED WALL TO PREVENT FREEZING. 6. INSULATION: I. DOMESTIC COLD WATER LINES: INSULATE WITH 4 LB. OR HEAVIER DENSITY, I" THICK MOLDED SECTIONAL GLASS FIBER PIPE COVERING WITH FACTORY APPLIED, WHITE FRS, FIRE RESISTANT, VAPOR BARRIER JACKET. INSULATE VALVES AND FITTINC75 WITH MOLDED CLASS FIBER FITTING COVERS EQUAL IN THICKNESS TO THE ADJOINING PIPE COVERING; VAPOR SEAL WITH 1/6" THICK NET COAT OF BENJAMIN FOSTER NO. 30-55, OR EQUIVALENT ADHESIVE AND APPLY A CANVAS JACKET SATURATED WITH ADHESIVE. 2. DOMESTIC, HOT WATER LINES: INSULATE WITH 4 LB., OR HEAVIER DENSITY, I" THICK MOLDED SECTIONAL GLASS FIBER PIPE COVERING WITH FACTORY APPLIED WHITE FRJ, FIRE-RESISTANT, JACKET; APPLY INSULATING CEMENT WITH CANVAS JACKET ON VALVES AND FITTINGS. 3. ALL INSULATION AND ACCESSORIES SHALL HAVE COMPOSITE (INSULATION, JACKET, AND ADHESIVE) FIRE AND SMOKE HAZARD RATINGS AS TESTED UNDER THE PROCEDURES OF ASTM E64, NFPA 255, AND U.L. -125 AND SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOPMENT OF 50. 4. ALL INSULATION SHALL BE CONTINUOUS THROUGH WALL AND CEILING OPENINC75 AND SLEEVES. UNSIGHTLY WORK SHALL BE CAUSE FOR REJECTION. S. PROVIDE PIPING IDENTIFICATION MARKERS FOR ALL INSULATED PIPING SYSTEMS IN SIZES AND COLORS IN ACCORDANCE WITH ANSI AI3.1. MARKERS SHALL BE ROLL FORM MARKERS WITH PRESSURE SENSITIVE ARROWS ON A ROLL SECURING BOTH ENDS OF MARKER WRAPPED COMPLETELY AROUND PIPE AS MANUFACTURED BY SETON, EMED OR CRAFTMARK. PROVIDE FLOW ARROWS AT EACH MARKER LOCATION. MARKERS SHALL BE SPACED NOT MORE THAN 20 FEET ON CENTER AND AT EACH CHANGE OF DIRECTION NOT MORE THAN 4 FEET FROM EACH ELBOW. H. TE5TIN5: I. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED. UNDERGROUND PIPING SHALL BE TESTED AND SUCCESSFULLY REPAIRED PRIOR TO BACKFILLIN6. 2. WHEN ROUGH -IN 15 COMPLETED AND BEFORE FIXTURES ARE SET, ENTIRE HOT AND GOLD WATER PIPING SYSTEMS SHALL BE TESTED AT HYDROSTATIC PRESSURE OF NOT LESS THAN 150 P516 AND PROVED TIGHT AT THESE PRESSURE FOR NOT LESS THAN FOUR (4) HOURS. 5. IF INSPECTION OR TEST SHOWS DEFECTS, DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED AND INSPECTION AND TESTS SHALL BE REPEATED. I. DISINFECTION. I. AFTER PRESSURE TESTS HAVE BEEN MADE AND LEAKS REPAIRED, FLUSH ENTIRE DOMESTIC, WATER DISTRIBUTION SYSTEM WITH WATER. 2. INJECT STERILIZING FLUID TO DISINFECT THE NEW PIPING SYSTEM. CHLORINATING MATERIALS UTILIZING LIQUID CHLORINE OR CALCIUM HYPOGHLORITE SHALL BE USED. PROVIDE DOSAGE OF NOT LESS THAN 50 PARTS PER MILLION. 3. RETENTION TIME SHALL BE AT LEAST 24 HOURS AND SHALL PRODUCE NOT LEW THAN 10 PPM OF CHLORINE AT EXTREME ENDS OF THE SYSTEM AT END OF THE RETENTION PERIOD. 4. FLUSH SYSTEM WITH CLEAN WATER UNTIL RESIDUAL CHLORINE IS REDUCED TO LESS THAN IA PPM. DURING FLUSHING PERIOD, OPEN AND CLOSE VALVES AND FAUCETS SEVERAL TIMES AT SEVERAL LOCATIONS. S. REPEAT DISINFECTING UNTIL SATISFACTORY BACTERIOLOGICAL RESULTS HAVE BEEN OBTAINED AND CITY HEALTH DEPARTMENT HAS MADE FINAL APPROVAL OF TEST. J. ADJUSTING AND GLEANING: I. EQUIPMENT, PIPES, AND VALVES SHALL BE GLEANED OF GREASE, METAL CUTTINGS, AND SLUDGE THAT MAY HAVE ACCUMULATED DURING TESTING. 2. STOPPAGE, DISCOLORATION, OR OTHER DAMAGE TO FINISH, FURNISHINGS, OR PARTS OF BUILDING, DUE TO FAILURE TO PROPERLY GLEAN PIPING SYSTEM, SHALL BE REPAIRED. 3. ADJUST FLUSH VALVES AND AUTOMATIC CONTROL DEVICES FOR PROPER OPERATION. 4. WHEN WORK 15 COMPLETE, ADJUST HOT WATER SYSTEMS FOR UNIFORM CIRCULATION. 1.4. SANITARY WASTE AND VENT A. PIPING MATERIAL: GISPI 501, SERVICE WEIGHT CAST IRON PIPE OR TYPE OW HARD DRAWN COPPER PIPE. SCHEDULE 40 PVC, OR A55 PIPE AND FITTIN65 MAY BE USED IF ALLOWED BY LOCAL AUTHORITIES HAVING JURISDICTION. B. FITTIN65: 1. CAST IRON PIPE: WITH HUBS OR HUBLE55. 2. COPPER PIPE: WROUGHT COPPER SOLDER JOINT FITTINGS, ANSI 616.22. 3. PVC PIPE: SOCKET TYPE. C. JOINING METHOD: I. CAST IRON PIPE: a. PIPES WITH HUBS: PROVIDE NEOPRENE GASKET SEALS, ASTM 0564. b. HUBL.E55 PIPE: PROVIDE STAINLESS STEEL CORRUGATED SHIELD AND CLAMP ASSEMBLY OVER ONE PIECE NEOPRENE SEALING SLEEVE, GISPI 510. 2. COPPER PIPE: g5% TIN/5% ANTIMONY SOLDER WITH NON -CORROSIVE PASTE -TYPE FLUX. 3. PVC, PIPE: SOLVENT CEMENT. D. TRAPS: I. EACH FIXTURE AND PIECE OF EQUIPMENT REQUIRING CONNECTION TO THE WASTE AND SANITARY DRAINAGE SYSTEM, EXCEPT A FIXTURE WITH CONTINUOUS WASTE SHALL BE EQUIPPED WITH A TRAP THAT SHALL BE PROVIDED UNDER THIS CONTRACT. PROVIDE DEEP SEAL TRAPS ON ALL FLOOR DRAINS. E. TRAP PRIMERS: I. TRAP PRIMERS INSTALLED AT WATER CLOSET FLUSH VALVES SHALL BE EQUAL TO *LOAN F-12-AI. ALL OTHER TRAP PRIMERS SHALL BE EQUAL TO PRECISION PLUMBING PRODUCTS, INC., MODEL "PRIME -RITE" P-1 OR P-2 WITH DISTRIBUTION UNITS. 2. WHEREVER POSSIBLE, ALL TRAP PRIMER LINES SHALL BE CONTINUOUSLY SLOPED FROM THE TRAP PRIMER, OR DISTRIBUTION UNIT, TO EITHER DRAIN BODY CONNECTION OR TAILPIPE. PROVIDE STAINLESS STEEL ACCESS DOORS FOR ACCESS TO TRAP PRIMERS. F. CLEANOUTS.- 1. TYPE FCO: CLEANOUT FLOOR, JOSAM NO. 56000 SERIES, "LEYELEZE", COATED CAST IRON BODY WITH BRONZE PLUG, ADJUSTABLE HOUSING, SCORIATED SECURED ROUND SATIN NICKALOY TOP, VANDAL -PROOF SCREWS, AND INSIDE CAULK CONNECTION. 2. TYPE NCO: CLEANOUT WALL; JOSAM 56110 SERIES, CAST IRON CAULKING FERRULE WITH BRASS RAISED HEAD PLUS, POLISHED NICKALOY OR STAINLESS STEEL COVERPLATE. 3. CLEANOUT LOCATIONS: PROVIDE IN THE BASE OF EACH STACK OR INSIDE LEADER AND AT EACH CHANCE IN DIRECTION OF THE PIPING. DISTANCE BETWEEN CLEANOUTS IN HORIZONTAL LINES SHALL NOT EXCEED 50 FEET. DISTANCE BETWEEN CLEANOUTS ON THE EXTERIOR OF THE BUILDING SHALL BE SPACED NO MORE THAN 410 FEET. 4. CLEANOUT SIZING. CLEANOUTS SHALL BE OF THE SAME NOMINAL SIZE AS THE PIPE WITH WHICH THEY ARE INSTALLED UP TO 4", AND 4" IN SIZE FOR LARGER PIPING. 5. CLEANOUTS IN FINISHED AREAS: PROVIDE HEAVY CAST BRASS PLUG WITH COUNTERSUNK HEAD AND STAINLESS STEEL TOPS OR ACCESS PLATES. EACH ACCESS TOP OR PLATE SHALL BE FACTORY ENGRAVED AND EMBOSSED WITH NAME OF THE SERVICE FOR WHICH IT IS USED AND PIPE MATERIAL, IF DIFFERENT FROM CAST IRON. 6. VENT GAPS: JOSAM NO. 26"100 SERIES IRON VANDAL -PROOF HOODED VENT GAP WITH FROST PROOF OPENINGS, COUNTER FLASHING COLLAR, DEEP PROTECTIVE HOOD AND RECESSED SEC-URI146 SCREWS. PROVIDE VENT GAP ON ALL VENTS THROUGH ROOF. 5. INSTALLATION: I. SANITARY PIPING: GRADE UNIFORMLY TO THE OUTSIDE SEWER CONNECTION WITH FITTINC75 AND CONNECTION INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE OR ORDINANCES. IN NO CASE SHALL THE GRADE FOR HORIZONTAL PIPING BE LEW THAN A UNIFORM GRADE OF 1/4" PER FOOT FOR 3" PIPING AND SMALLER, AND NOT LESS THAN 1/6" PER FOOT FOR 4" AND LARGER PIPE. 2. CONTRRACTOR SHALL FIELD VERIFY THE LOCATION AND INVERT ELEVATION OF THE POINT OF CONNECTION TO THE SANITARY SEWER SYSTEM PRIOR TO DETERMINING FINAL ROUTING OF SOIL, WASTE AND VENT PIPING. 3. VENT PIPING: INSTALL AS INDICATED ON THE PLANS, WITH THE VENTS EXTENDING AND FLASHED THROUGH THE ROOF. LOCATE ALL VENTS THROUGH ROOF A MINIMUM OF 101-0" FROM ANY FRE5H AIR INTAKE. H. TESTING: I. ALL WASTE AND VENT PIPING SHALL BE TESTED. UNDERGROUND PIPING SHALL BE TESTED AND SUCCESSFULLY REPAIRED PRIOR TO.15ACKFILLIN6. 2. WASTE AND VENT PIPING SHALL BE TESTED AT COMPLETION OF THE ROUGH -IN WORK AND BEFORE FIXTURES AND TRAPS ARE CONNECTED. OPENINGS, EXCEPT TOPS OF BENDS, ARE TO BE PLUGGED AND THE SYSTEM COMPLETELY FILLED WITH WATER. SYSTEM SHALL STAND WITHOUT LEAK OR L055 OF WATER FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS. 1.5 EQUIPMENT DRAIN PIPING A. DRAIN PIPING SHALL BE TYPE "DWV" HARD DRAWN COPPER PIPE WITH CAST OR WROUGHT COPPER DRAINAGE PATTERN FITTINGS, OR MAY BE SCHEDULE 40 GALVANIZED STEEL PIPING WITH GALVANIZED MALLEABLE IRON DRAINAGE PATTERN THREADED FITTINGS. B. ALL EQUIPMENT DRAIN PIPING SHALL BE INSULATED WITH 1/2" THICK FOAMED PLASTIC EQUAL TO ARMSTRONG ARMAFLEX, CERTAINTEED-ST. 605AIN ULTRA FOAM OR JOHNS-MANVILLE AEROTUBE SLIPPED ON WHILE THE PIPING 15 BEING FABRICATED WITH JOINTS SEALED USING AN ADHESIVE RECOMMENDED BY THE MANUFACTURER. THE INSULATION SHALL BE CONTINUOUS FROM THE DRAIN OPENING IN THE AIR CONDITIONING UNIT PAN TO THE POINT OF DISCHARGE. INSULATION SHALL MEET ASTM E64 REQUIREMENTS. 1.5 NATURAL GAS PIPING A. ABOVEGROUND PIPING: I. 2" AND SMALLER: a. PIPE: SCHEDULE 40, CARBON STEEL, ASTM A53, GRADE B SEAMLE55 OR ELECTRIC, RESISTANCE WELDED ENDS THREADED AND COUPLED. b. FITTINC75: 150 POUND CLASS, A5TM A41, GRADE 52510, BLACK MALLEABLE IRON, SCREWED. ANSI 516.1 a. UNIONS: 150 POUND CLASS, ASTM A47 GRADE 52510, BLACK MALLEABLE IRON, SCREWED GROUND JOINT, BRONZE TO IRON SEAT. ANSI 52.1 NPS THREAD. d. THREAD: TFE TAPE 1/2" WIDE X 3 MIL THICKNESS, SCOTCH BRAND OR APPROVED EQUAL. a. STRAINERS: 250 POUND S.W.P., SCREWED, CAST IRON BODY, "Y" PATTERN, 20 MESH PERFORATED STAINLESS STEEL. SCREEN. f . PLUS: 150 POUND CAST STEEL, SCREWED SL.AND TYPE, WRENCH OPERATED. VALVES: LUBRICATED, 50REHM ENDS. A 52.1, NORDSTROM FIG. I4124 OR EQUAL. g. PRESSURE REGULATOR: WEATHERPROOF, NATURAL GAS PRESSURE REGULATOR CAPABLE OF REDUCING THE SUPPLY PRESSURE TO THE OPERATING PRESSURE OF THE GAS FIRED EQUIPMENT. REGULATOR SHALL BE A UL LISTED DEVICE THAT COMPLIES WITH ALL FEDERAL, STATE AND LOCAL CODES. ACCEPTABLE MANUFACTURERS ARE AMERICAN METER, FISHER AND ROCKWALL. 2. 2-1/2" AND LARGER: a. PIPE: SCHEDULE 40, CARBON STEEL, A" A53, GRADE B ELECTRIC, RESISTANCE WELDED OR SEAMLESS, END5 BEVELED FOR WELDING. b. FITTINGS: 150 POUND CLASS, SCHEDULE 40, CARBON STEEL, END5 BEVELED FOR WELDING. ALL ELBOWS LONG RADIUS UNLESS OTHERWISE NOTED ON THE DRAWINGS. A5TM A234, ANSI 516.01. a. FLANGES: 150 POUND CLASS, FORGED STEEL, WELDING NECK TYPE, RAISED FACE TYPE, FACED AND DRILLED. ASTM AI61, ANSI B16S. d. PLUG VALVES: 150 POUND SERIES, FLANGED ENDS, CAST -STEEL, LUBRICATED, BOLTED GLAND TYPE, WRENCH OPERATED, ANSI 516.5. NORSTROM FI6. Ig25 OR EQUAL. B. GLEANING: BEFORE ERECTION, ALL PIPING SHALL BE GLEANED PER NFPA NO. 54 AND AS FOLLOWS: I. LOOSEN DIRT, SAND OR SCALE BY HAMMERING OR BRUSHING. 2. BLOW WITH AIR OR HOSE WITH GLEAN WATER. 3. SEAL ENDS OF PIPE STORED ON THE JOB SITE. G. INSTALLATION: I. GENERAL: ALL OPENINGS IN THE PIPING SYSTEM SHALL BE PLUGGED TO PREVENT THE ENTRY OF FOREIGN MATERIAL WHEN WORK 15 NOT BEING PERFORMED ON THE SYSTEM. 2. CONGEALED PIPING: CONCEALED PIPING ABOVE CEILINGS AND/OR WITHIN WALLS SHALL BE INSTALLED IN A VENTILATED 4. THREADED CONNECTIONS: THREAD* SHALL BE CLEANED OUT WITH NO STRIPPING OR BURRS. IMMEDIATELY BEFORE ERECTION, REMOVE ALL FOREIGN MATTER FROM BOTH MALE AND FEMALE THREADS. COAT THE ENTIRE MALE THREAD SURFACE WITH TFE THRED TAPE. MAKE UP EACH JOINT SUFFICIENTLY FOR THE THREAD5 TO SEIZE. Ib PLUMBING FIXTURES AND EQUIPMENT A. PLUMBING FIXTURES: I. PLUMBING FIXTURES SHALL BE NEW, FIRST QUALITY, FREE FROM MARS OR CHIPS. 2. EACH FIXTURE SHALL BE COMPLETE WITH REQUIRED TRIM. 3. ALL HANGERS, SUPPORTS, BRACKETS, ETC. SHALL BE PROVIDED FOR THE PROPER INSTALLATION OF ALL FIXTURES REQUIRING SUPPORT. WALL HUNG FIXTURES SHALL BE RIGIDLY SUPPORTED BY APPROVED HAN6ER5, CHAIR CARRIERS, ETC. CONGEALED CHAIR CARRIERS SHALL HAVE VERTICAL MEMBERS WITH FOOT SUPPORTS BOLTED TO THE FLOOR. B. GA5 FIRED WATER HEATER: I. REUSE EXISTING WATER HEATER. CONTRACTOR SHALL CLEAN AND RESTORE WATER HEATER SYSTEM TO ORIGINAL OPERATING CONDITION 2. PROVIDE AUTOMATIC, REGL051N6 ASME RATED PRESSURE AND TEMPERATURE RELIEF VALVES AT HEATER. EXTEND FULL SIZE RELIEF LINE FROM TEMPERATURE AND PRESSURE RELIEF VALVE TO NEAREST FLOOR DRAIN OR MOP SINK. 3. WATER HEATER SHALL HAVE A WRITTEN ONE (1) YEAR WARRANTY AND A WRITTEN THREE 0) YEAR WARRANTY AGAINST TANK FAILURE DUE TO RUST, CORROSION OR ELECTROLYTIC ACTION. G. ADJUSTING AND GLEANING: I. INSPECT AND ADJUST FAUCETS, FLUSH VALVES, STOP VALVES, AND SIMILAR DEVICES TO DETERMINE THAT THEY OPERATE PROPERLY AND DISCHARGE THE PROPER QUANTITIES OF WATER. 2. GLEAN FIXTURES, EQUIPMENT, TRIM, AND ACCESSORIES OF FOREIGN MATERIAL INCLUDING LABELS. I.'1 PIPE HANGERS A. PIPE HANGERS (EXCEPT FIRE PROTECTION) SHALL BE FEE AND MASON OF A TYPE SUITABLE FOR EACH USE. PERFORATED STRAPS SHALL NOT BE USED IN ANY WORK. FOR FERROUS PIPES UP TO AND INCLUDING FOUR (4) INCHE5 IN SIZE, USE FEE AND MASON FIG. Iqq MALLEABLE IRON, ADJUSTABLE, SPLIT RING, SWIVEL HANGER. FOR PLUMBING PIPING LARGER THAN FOUR (4) INCHES, USE FEE AND MASON FIG. 23q STEEL CLEVIS HANGER. FOR COPPER PIPES UP TO AND INCLUDING THREE (5) INCHES IN SIZE, USE FEE AND MASON FI6. 360 MALLEABLE IRON, COPPER -PLATED HANGERS. FOR COPPER PIPES LARGER THAN THREE (5) INCHES, USE FEE AND MASON FIG. 564 COPPER -PLATED GLEVI5 HANGER. B. HANGER ROD SIZES SHALL CONFORM TO THE FOLLOWING SCHEDULE: PIPE UP TO AND INCLUDING 2" 3/6" RODS PIPE 2-1/211, 3", AND 3-1/2" 1/2" RODS PIPE 4" AND 5" 5/6" ROD5 PIPE 6" 3/4" RODS G. UNLESS SHOWN OTHERWISE ON THE PLANS, ALL HORIZONTAL RUNS OF FERROUS PIPING SHALL BE SUSPENDED FROM THE FLOOR OR ROOF CONSTRUCTION, BY MEANS OF HANGERS N1TH THE FOLLOWING MAXIMUM SPACING: PIPE UP TO AND INCLUDING 1-1/4" 6 FEET PIPE 1-1/2" AND 2" 10 FEET PIPE 2-1/2" AND 5" 12 FEET PIPE 3-1/2" AND 4" 14 FEET PIPE 5" AND 6" 16 FEET D. UNLESS SHONN OTHERWISE ON THE PLANS, ALL HORIZONTAL RUNS OF COPPER PIPING 5HALL BE SUSPENDED FROM THE FLOOR OR ROOF CONSTRUCTION, BY MEANS OF HANGER5 WITH THE FOLLOWING MAXIMUM SPACING: PIPE UP TO 5/4" IN SIZE 5 FEET PIPE I" AND 1-1/4" 6 FEET PIPE 1-1/2" AND LARGER 6 FEET PIPE 2-1/2" AND LARGER 10 FEET E. THERE SHALL BE A HANGER WITHIN TWO (2) FEET OF EACH ELBOW OR TEE. ADDITIONAL SUPPORTS SHALL BE PROVIDED FOR VALVES, ETC. CAST IRON PIPE SHALL HAVE NOT LESS THAN ONE HANGER PER LENGTH OF PIPE. VERTICAL RISERS SHALL BE SUPPORTED BY APPROVED RISER CLAMPS. VERTICAL PIPES WITHIN A SPACE SHALL HAVE NOT LESS THAN TWO (2) SUPPORTS. F. SUPPORTS AND HANGERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN THE PIPING SYSTEMS. HANGERS SHALL PERMIT VERTICAL ADJUSTMENT TO MAINTAIN PROPER PITCH. WHERE NECESSARY TO CONTROL EXPANSION AND CONTRACTION, THE PIPING SHALL BE GUIDED AND FIRMLY ANCHORED. NO PIPING SHALL BE SELF-SUPPORTIN6; NOR SHALL IT BE SUPPORTED FROM EQUIPMENT CONNECTIONS. 6. FOR DOMESTIC, GOLD WATER PIPING AND PIPING RECEIVING GOLD CONDENSATE, PIPE HANGERS SHALL BE SIZED TO G0 AROUND THE INSULATION WITH METAL SADDLE SHIELDS BEING PROVIDED TO PROTECT THE INSULATION. SADDLE SHIELDS SHALL 451 BE FORMED TO FIT THE INSULATION AND SHALL EXTEND UP TO THE CENTERLINE OF THE PIPE. SADDLES SHIELDS SHALL BE OF GALVANIZED SHEET METAL AND SHALL BE CONSTRUCTED AS FOLLOWS: PIPE UP TO 3" IN SIZE 16 GAUGE 12" LONG PIPE 4" IN SIZE AND LARGER 12 GAUGE 16" LONG 1.6 SLEEVES AND ESCUTCHEON* A. GENERALLY WHERE PIPES PASS THROUGH WALLS OR FLOORS, 22 CAUSE GALVANIZED SHEET IRON SLEEVES SHALL BE USED, EXCEPT THOSE IN BEAMS, OUTSIDE WALLS, STRUCTURE MEMBERS, OR IN THE CONCRETE SLABS, WHICH SHALL BE STANDARD WEIGHT GALVANIZED STEEL PIPE. THE SIZES OF THESE SLEEVES SHALL BE SUCH AS TO PERMIT THE SUBSEQUENT INSERTION OF PIPE OF THE PROPER SIZE WITH ADEQUATE CLEARANCE FOR MOVEMENT DUE TO EXPANSION AND CONTRACTION. AFTER THE PIPES ARE INSTALLED, FILL THE ANNULAR SPACE BETWEEN THE PIPE AND ITS SLEEVE WITH FIREPROOF MASTIC. GALVANIZED STEEL PIPE SLEEVES SET IN FLOORS SHALL PROJECT TWO (2) INCHES ABOVE THE FLOOR. B. ESCUTCHEONS, EXCEPT AS SPECIFICALLY NOTED, SHALL BE INSTALLED ON ALL PIPES PASSING EXPOSED THROUGH THE FLOORS, WALLS, OR CEILINGS. ESCUTCHEONS SHALL BE EQUAL TO THE CRANE NO. 10, CHROME PLATED SECTIONAL FLOOR AND CEILING PLATES, AND SHALL FIT SNUGLY AND NEATLY AROUND PIPE OR PIPE INSULATION. SOLID CHROME PLATES WITH SET SCREWS SHALL BE USED IF SECTIONAL PLATES DO NOT FIT PROPERLY OR STAY IN PLACE. THE SEAL A RING# ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. M27 ON FEBRUARY 16, 2007 SLEEVE OR CHANNEL. NO SAS PIPING SHALL BE ALLOWED • BENEATH FOUNDATIONS OR BUILDING SLABS. S. WELDING: WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. S,�/Sf7�'%%�S • Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W. Northwest Highway Tel (214) 350-6487 Suite 1203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. JIM327 ON FSRUARY 16, 2007 , Dallas, Texas 75220 SAi Job No 06062 Of L-d J W W T LIJ z 77 V) U Ld I- U ry Q � Q W X W w � z U� w W � � Q 1211-11 CD JOB NO.061q REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 S1-IEET spi I 0 I.q EXCAVATION AND BACKFILLING A. TRENCHE5 FOR UNDERGROUND PIPING SHALL BE EXCAVATED TO REQUIRED DEPTHS WITH BELL HOLES PROVIDED AS NECE55ARY TO INSURE UNIFORM BEARING. CARE SHALL BE TAKEN NOT TO EXCAVATE BELOW DEPTH, AND ANY EXCAVATION BELOW DEPTH SHALL BE REFILLED WITH SAND OR GRAVEL AND FIRMLY COMPACTED. WHERE ROCK OR HARD OBJECTS ARE ENCOUNTERED, THEY SHALL BE EXCAVATED TO A GRADE SIX (6) INCHES BELOW A5 SPECIFIED. B. AFTER THE PIPE HAS BEEN INSTALLED, TESTED, AND APPROVED, THE TRENCHES SHALL BE BAGKFILLED WITH EIGHT (6) INCHES OF SAND OR GRAVEL, FREE OF ROCKS, METAL, OR OTHER FOREIGN MATERIALS, AND TO 61RADE WITH APPROVED MATERIAL, WELL TAMPED OR COMPACTED IN PLACE. C. ALL PIPING OUTSIDE THE BUILDING SHALL BE INSTALLED BELOW THE FROST LINE. WHERE S i mzr-1o, SIDEWALKS, ETC., ARE GUT OR DAMAGED BY THIS WORK, THE EXPENSE OF REPAIR SHALL BE PART OF THIS CONTRACT. D. CONTRACTOR SHALL BEAR 50LE RESPONSIBILITY FOR DE516N AND EXECUTION OF ACCEPTABLE TRENGHIN6 AND SHORING, PROCEDURES, IN ACCORDANCE WITH THE STATE OF TEXAS LAW. ON TRENCH EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH, CONTRACTOR SHALL PAY A QUALIFIED ENGINEER TO PREPARE DETAILED PLANS AND 5PEGIFICATION5 DIRECTING CONTRACTOR IN THE SAFE EXECUTION OF TRENCHING AND SHORING. IT 15 UNDERSTOOD THAT TRENCH SAFETY SYSTEMS CONSTITUTE A MEANS AND METHOD OF CONSTRUCTION FOR WHICH THE ARCHITECT, ENGINEER, AND OWNER ARE NOT RESPONSIBLE. 1.10 FLA5HING5 A. FLASH AROUND ALL PIPES PASSING THROUGH THE ROOF IN CONNECTION WITH THIS CONTRACT IN A MANNER RECOMMENDED AND APPROVED BY THE ROOFING SYSTEM MANUFACTURER. EXTEND FLASHING UP THE PIPE AND THEN TURNED OVER ONE (1) INCH INTO THE PIPE CAVITY. B. MAKE ALL ROOF PENETRATIONS IN ACCORDANCE WITH THE ROOFING SYSTEM MANUFACTURER'S APPROVED METHODS. END OF SECTION SECTION 3 - HVAG REQUIREMENTS 1.1 SCOPE OF WORK A. FURNISH AND INSTALL ALL HEATING, VENTILATING, AND AIR CONDITIONING RELATED EQUIPMENT AND ACCESSORIES AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. B. IT 15 INTENDED THAT THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS BE COMPLETE WORKING SYSTEMS AND SHALL INCLUDE NECESSARY HANGERS, SUPPORTS, CONTROL DEVICES, AND ACCESSORIES. 1.2 SUBMITTALS A. PRODUCT DATA: I. PACKAGED ROOF TOP AIR CONDITIONING UNITS 2. EXHAUST FANS S. GRILLES, REGISTERS, AND DIFFUSERS 1.5 PACKAGED ROOF TOP AIR CONDITIONING UNITS A. PROVIDE A PACKAGED OUTDOOR, ELECTRICALLY -CONTROLLED HEATING AND COOLING UNIT UTILIZING A COMPRESSOR FOR COOLING AND GAS COMBUSTION FOR HEATING AS SPECIFIED HEREIN AND AS SCHEDULED ON THE DRAWINGS. ALL UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. PACKAGED ROOFTOP UNITS: I. GENERAL: UNITS SHALL BE FACTORY ASSEMBLED, SINGLE PIECE HEATING AND COOLING UNITS. CONTAINED WITHIN THE UNIT ENCLOSURE SHALL BE ALL FACTORY WIRING, PIPING, CONTROLS, AND REFRIGERANT CHARGE (K-22). 2. UNIT CABINET: UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL WITH BAKED ENAMEL FINISH ON ALL EXTERNALLY EXPOSED SURFACES. THE EVAPORATOR FAN COMPARTMENT INTERIOR CABINET SHALL BE INSULATED WITH FLEXIBLE FIBERGLASS INSULATION, COATED ON THE AIR SIDE. ALUMINUM FOIL -FACED FIBER6LA55 INSULATION SHALL BE USED IN THE GAS HEAT COMPARTMENT. 3. EVAPORATOR FAN: FAN SHALL BE BELT DRIVEN WITH ADJUSTABLE -PITCH MOTOR PULLEY. FAN WHEEL SHALL BE DOUBLE INLET TYPE WITH FORWARD -CURVED BLADES. BEARIN66 SHALL BE SEALED, PERMANENTLY LUBRICATED BALL -BEARING TYPE. 4. CONDENSER FAN: CONDENSER FAN SHALL BE DIRECT DRIVEN PROPELLER TYPE AND SHALL DISCHARGE AIR VERTICALLY. S. INDUCED -DRAFT BLOWER: INDUCED -DRAFT BLOWER SHALL BE OF THE DIRECT DRIVEN, SINGLE INLET, FORWARD CURVED CENTRIFUGAL TYPE, MADE FROM STEEL WITH CORROSION-RE515TANT FINISH. 6. COMPRESSORS: COMPRESSORS SHALL BE HERMETIC, TYPE, INTERNALLY PROTECTED WITH FACTORY MOUNTED INTERNAL SPRING ISOLATORS. 1. C0I1-5: EVAPORATOR AND CONDENSER COILS SHALL HAVE ALUMINUM PLATE FINS MECHANICALLY BONDED TO COPPER TUBES WITH ALL JOINTS BRAZED. EVAPORATOR COIL SHALL BE OF THE FULL FACE ACTIVE DESIGN. 6. HEATING SECTION: THE HEATING SECTION SHALL THE MANUFACTURER'S STANDARD CONSTRUCTION FOR GAS FIRED HEAT EXCHANGERS AND BURNERS WITH THE FOLLOWING CONTROLS: a. REDUNDANT GAS VALVES. b. INTERMITTENT PILOT IGNITION WITH ELECTRONIC, SPARK IGNITION OR PILOTLESS HOT SURFACE IGNITION. o. HIGH LIMIT GUT -OUT. d. FORGED DRAFT PROVING SWITCH. q. REFRIGERANT COMPONENTS: REFRIGERANT CIRCUIT COMPONENTS SHALL INCLUDE REFRIGERANT STRAINER AND SERVICE 6A6E CONNECTIONS ON SUCTION, DISCHARGE AND LIQUID LINES. 10. FILTER SECTION: FILTER SECTION SHALL CONSIST OF FACTORY INSTALLED, LOW VELOCITY, THROWAWAY 2-IN. THICK FIBERGLASS FILTERS OF COMMERCIALLY AVAILABLE SIZES. FILTER FACE VELOCITY SHALL NOT EXCEED 520 FPM AT NOMINAL AIRFLOWS. THE FILTER SECTION SHOULD USE ONLY ONE SIZE FILTER. 11. CONTROLS AND SAFETIES: UNIT CONTROLS SHALL BE COMPLETE WITH SELF-CONTAINED LOW VOLTAGE CONTROL CIRCUIT PROTECTED BY AN AUTO -RESET DEVICE. SAFETIES SHALL INCLUDE OVER TEMPERATURE AND OVER CURRENT DEVICES TO SHUT OFF COMPRESSORS. THE HEATING SECTION SHALL BE PROVIDED WITH 1-1161-1-TEMPERATURE LIMIT SWITCHES, INDUCED DRAFT MOTOR SPEED 9EN50R, FLAME ROLLOUT SWITCH AND FLAME PROVING CONTROLS. COMPRESSORS SHALL BE CAPABLE OF OPERATION DOWN TO 25 F AMBIENT OUTDOOR TEMPERATURE. 12. ELECTRICAL REQUIREMENTS: ALL UNIT POWER WIRING SHALL ENTER THE UNIT CABINET AT A SINGLE FACTORY-PREDRILLED LOCATION. 13. MOTORS: COMPRESSOR MOTORS SHALL HAVE LINE BREAK THERMAL AND CURR;=NT OVERLOAD PROTECTION. FAN MOTORS SHALL HAVE PERMANENTLY LUBRICATED BEARINGS AND INHERENT AUTOMATIC. RESET THERMAL OVERLOAD PROTECTION. 14. SPECIAL FEATURES: a. UNITS SHALL BE FURNISHED WITH A TWO -POSITION DAMPER PACKAGE WITH SINGLE BLADE DAMPER AND MOTOR WHICH WILL ADMIT UP TO 25% OUTDOOR AIR. DAMPER SHALL CLOSE UPON INDOOR FAN SHUTOFF. b. A' ELECTRONIC PROGRAMMABLE HEATING/COOLING THERMOSTAT WITH AUTOMATIC CHANGEOVER SHALL BE PROVIDED. c. UNITS SHALL BE PROVIDED WITH COMPRESSOR CYCLE DELAYS TO PREVENT RESTARTING FOR A MINIMUM OF 5 MINUTES. C. PACKAGED ROOF TOP UNITS SHALL BE AS MANUFACTURED BY CARRIER, TRANE, LENNOX, OR APPROVED EQUAL. 1.4 EXHAUST FANS A. PROVIDE EXHAUST FANS AS SPECIFIED HEREIN AND A5 INDICATED ON THE DRAWINGS. EXHAUST FANS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. FANS SHALL BE AMGA CERTIFIED DIRECT OR BELT -DRIVE UNITS, P051TIVELY VENTILATED, STATICALLY AND DYNAMICALLY BALANCED WITH PERMANENTLY LUBRICATED MOTORS DESIGNED FOR CONTINUOUS DUTY WITH SEALED BALL BEARINGS. FANS SHALL HAVE NON -OVERLOADING ALUMINUM IMPELLERS. HOODS, HOUSING, AND BASE SHALL BE CONSTRUCTED OF HEAVY 6AU67E ALUMINUM. 0. KITCHEN HOOD EXHAUSTER I. THE FAN SHALL BE SPUN A SPUN ALUMINUM, ROOF MOUNTED, BELT DRIVEN, UP13LAST CENTRIFUGAL EXHAUST VENTILATOR. 2. FAN SHALL BE LISTED BY UNDERWRITERS, LABORATORIES (UL 762). FAN SHALL BEAR THE AMGA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE. S. THE FAN SHALL BE OF BOLTED AND WELDED CONSTRUCTION UTILIZING CORROSION RES15TANT FASTENERS. A TWO PIECE TOP GAP SHALL HAVE QUICK RELEASE LATCHES TO PROVIDE ACCESS INTO THE MOTOR COMPARTMENT. AN INTEGRAL CONDUIT CHASE SHALL BE PROVIDED INTO THE MOTOR COMPARTMENT TO FACILITATE WIRING CONNECTIONS. 4. THE MOTOR, BEARINGS AND DRIVES SHALL BE MOUNTED ON A STEEL ASSEMBLY AND ISOLATED FROM THE UNIT STRUCTURE. THESE COMPONENTS SHALL BE ENCLOSED IN A WEATHER -TIGHT COMPARTMENT, SEPARATED FROM THE EXHAUST AIRSTREAM. 5. WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF 100 PERCENT ALUMINUM. 6. BELTS SHALL BE OIL AND HEAT RESISTANT, NON -STATIC TYPE. DRIVES SHALL BE SIZED FOR 150 PERCENT OF THE INSTALLED MOTOR HORSEPOWER. -1. ROOF CURB SHALL BE FACTORY FABRICATED, INSULATED WITH CONTINUOUSLY WELDED CORNERS. CURB SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM. A VENTED EXTENSION SHALL BE PROVIDED TO INCREASE THE DISCHARGE HEIGHT OF THE FAN. VENTS SHALL ALLOW THE INTERIOR DUCT TO DISSIPATE HEAT. THE VENTED EXTENSION SHALL BE CONSTRUCTED OF GALVANIZED STEEL. 6. THE FAN SHALL BE PROVIDED WITH A HINGED BASE TO ALLOW ACCESS TO THE FAN INLET AND INTERIOR DUCT FOR GLEANING AND INSPECTION. THE BASE SHALL BE CONSTRUCTED OF ALUMINUM. 1.5 FILTERED MAKEUP AIR UNIT A. PROVIDE FILTERED MAKEUP AIR UNITS AS SPECIFIED HEREIN AND AS INDICATED ON THE DRAWIN65. UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. FILTERED MAKEUP AIR UNIT I. ROOF MOUNTED SIDE INTAKE, FILTERED MAKEUP AIR UNITS SHALL BE BELT DRIVEN WITH A DOUBLE WIDTH, DOUBLE INLET, FORWARD CURVED CENTRIFUGAL BLOWER. THE UNIT ASSEMBLY SHALL BE MOUNTED ON VIBRATION ISOLATORS. 2. MOTOR DRIVES SHALL BE MACHINED CAST IRON AND VARIABLE PITCH THROUGH 5 HORSE POWER. BELTS SHALL BE NON -STATIC, AND OIL RESISTANT. BOTH MOTOR AND BLOWER BEARIN65 SHALL USE PERMANENTLY LUBRICATED SEALED BALL BEARINGS. 3. THE BLOWER HOU51N6 SHALL BE FABRICATED OF HEAVY GAUGE PAINTED STEEL WITH REMOVABLE PANELS FOR ACCESS TO FAN AND TEMPERING UNIT COMPONENTS. THE UNIT SHALL HAVE A GALVANIZED STEEL HOOD OF ADEQUATE 51ZE TO PREVENT MOISTURE FROM ENTERING THE BUILDING. 4. FILTERS SHALL BE OF THE PERMANENT, ONE INCH, WASHABLE ALUMINUM TYPE AND SHALL BE EA51LY REMOVED FOR GLEANING. S. THE MAKEUP AIR UNIT SHALL BE FURNISHED WITH A CORRUGATED MEDIA TYPE EVAPORATIVE COOLER. THE EVAPORATIVE COOLER SHALL BE SUPPLIED A5 AN INTEGRAL PART OF THE MAKEUP AIR UNIT. THE EVAPORATIVE COOLING MODULE SHALL BE FACTORY ASSEMBLED AND CONSTRUCTED OF INDUSTRIAL GRADE A55 PLASTIC WITH LEAK TIGHT SEAMS IN THE BASE PAN, RESERVOIR AND DRAIN FITTING AREAS. THE EVAPORATIVE COOLER SHALL BE ENCLOSED WITHIN THE GALVANIZED STEEL HOU51NO OF THE MAKEUP AIR UNIT. THE EVAPORATIVE COOLER SHALL INCLUDE A RECIRCULATION PUMP WITH A SCREENED INLET AND SHALL ALSO INCLUDE AN ANTIFREEZE FEATURE THAT WILL AUTOMATICALLY DRAIN THE WATER LINES AND DRAIN PAN ASSEMBLY TO PREVENT FREEZING. 6. THE PREWIRED CONTROL CENTER SHALL INCLUDE AN INTEGRAL MASTER DISCONNECT 5WIT01-1 WITH FUSE BLOCKS FOR MAIN POWER CONNECTION, MAGNETIC MOTOR STARTERS WITH THERMAL OVERLOADS AND MANUAL RESET, FUSED 115 VOLT CONTROL TRANSFORMER, AND DISTRIBUTION TERMINAL CONTROL STRIP FOR CONTROL WIRING CONNECTION. WIRING SHALL BE COMPLETE, REQUIRING ONLY ONE -POINT FIELD CONNECTION FOR POWER SERVICE. 1. UNITS SHALL CARRY THE AMGA CERTIFIED RATING SEAL FOR AIR AND 50UW PERFORMANCE WITH FILTERS IN PLACE. 6. ROOF CURB SHALL BE FACTORY FABRICATED, INSULATED WITH CONTINUOUSLY WELDED CORNERS. CURB SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM. G. SUPPLY FANS SHALL BE AS MANUFACTURED GOOK, CAPTIVE AIRE OR EQUAL 1.5 DUCTWORK A. ALL DUCTWORK SHOWN ON THE DRAWINGS, 5PECIFIED, OR REQUIRED FOR THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL BE GON5TRUGTED AND ERECTED IN A FIRST -GLASS WORKMANLIKE MANNER. B. ALL DUCTS SHALL BE ERECTED 1N THE GENERAL LOCATIONS SHOWN ON THE DRAWINGS, BUT MUST CONFORM TO ALL STRUCTURAL AND FIN15H CONDITIONS OF THE BUILDING. BEFORE FABRICATING ANY DUCTWORK, THE CONTRACTOR SHALL CHECK THE PHYSICAL CONDITIONS OF THE JOB SITE, AND SHALL MAKE ALL NECESSARY CHANGES IN CROSS SECTIONS, OFFSETS, ETC., WHETHER THEY ARE SPECIFICALLY INDICATED OR NOT. C. BEFORE STARTING SHOP DRANINC75 OR FABRICATION OF ANY DUCTWORK, THE CONTRACTOR MUST HAVE AN APPROVED REFLECTED GEILIN6 PLAN WITH WHICH HE CAN COORDINATE LOCATION OF AIR OUTLETS, LIGHTS, TILE PATTERNS, ETC. D. THE SIZES OF DUCTS INDICATED ON THE DRAWINGS ARE THE REQUIRED INTERNAL AIR STREAM DIMENSIONS. E. DUCT CONSTRUCTION: I. ALL SUPPLY, RETURN, AND GENERAL EXHAUST DUCTS SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME 6RADE STEEL SHEETS TO LOW PRESSURE DUCTWORK STANDARDS. THE GAUGES OF METAL TO BE USED, DUCT CONSTRUCTION DETAILS, THE CONSTRUCTION AND BRACING OF JOINTS, AND DUCT HANGER AND SUSPENSION METHODS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE SMAGNA HVAG DUCT CONSTRUCTION STANDARDS - METAL. AND FLEXIBLE. 2. CREASE DUGT5 SHALL BE BLACK CARBON STEEL NOT LESS THAN 0.054 INCHES. ALL SEAMS, JOINTS, AND PENETRATIONS SHALL HAVE A LIQUID TIGHT, CONTINUOS, EXTERNAL WELD. 5. ROUND LOW PRESSURE DUCTS SHALL BE SPIRAL WOUND AS MANUFACTURED BY UNITED SHEET METAL COMPANY OR SHOP FABRICATED ROUND DUCTS WITH PITTSBURISH LOCK LONGITUDINAL SEAMS. 6AUOE5 FOR SHOP FABRICATED DUCTS SHALL BE AS, FOLLOWS: UP TO 12" IN DIAMETER NO. 26 CAU6E 13" TO 50" NO. 24 6AU6E Sill TO 42" NO. 22 6AU6E 43" TO 60" NO. 20 CASOE ELBOWS SHALL HAVE A CENTERLINE RADIUS OF 1-1/2 TIMES DUCT DIAMETER AND MAY BE SMOOTH ELBOWS OR 5 PIECE 410 DEGREE ELBOWS AND 5 PIECE 45 DECREE ELBOWS. JOINTS OF ROUND DUCTS SHALL BE SLIP TYPE WITH A MINIMUM OF THREE SHEET METAL 5CREW5. A. ALL LOW PRESSURE DUCTWORK SHALL BE EXTERNALLY SEALED U51NC UNITED SHEET METAL, MMM EC-600, OR HARDGAST DUCT SEALER INSTALLED IN THE JOINTS PRIOR TO CLOSURE. ADDITIONALLY SEAL ALL EXTERNAL TRANSVERSE JOINTS AND FITTING CONNECTIONS EXTERNALLY. B. PLENUM CHAMBERS SHALL BE GONSTRUGTED OF 16 6AU6E SHEETS THOROUGHLY BRACED WITH 1-1/2 INCH ANGLE IRONS. ALL DUCT PANELS IN RECTANOUL.AR GALVANIZED STEEL DUCTS WHICH ARE 12 INCHES AND WIDER AND WHICH ARE NOT LINED SHALL BE CROSS BROKEN. F. MAKE SQUARE ELBOWS WHERE SHOWN OR REQUIRED WITH FACTORY FABRICATED TURNING VANES. 6. MANUAL DAMPERS SHALL BE INSTALLED AS SHOWN AND/OR AS REQUIRED TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. IN RECTANGULAR SUPPLY DUCTS, A 5PLITTER DAMPER SHALL BE INSTALLED AT EACH POINT WHERE A BRANCH IS TAKEN OFF. H. THE OPERATING RODS OF ALL DAMPERS SHALL BE FITTED WITH YOUNG, REGULATORS AND THE OPERATING HEAD SHALL BE SECURELY FASTENED IN PLACE 50 AS TO BE ACCESSIBLE IN THE FINISHED BUILDING. OPERATOR SHALL BE ATTACHED TO DUCT WHERE REGULATOR IS EASILY ACCESSIBLE. WHERE DAMPER OCCURS ABOVE PLASTER OR OTHER INACCESSIBLE GEILIN66, THE REGULATOR SHALL BE THE CONGEALED TYPE WITH ADJUSTABLE COVER PLATE EQUAL TO YOUNG REGULATOR COMPANY TYPE 515 WITH 2-1/2" DIAMETER COVER PLATE. BEHIND EACH GEILIN6 SUPPLY OUTLET, PROVIDE AND INSTALL A TURNING VANE OR APPROVED EQUALIZING GRID. WHERE ADJUSTABLE AIR PICKUPS ARE INDICATED AT POINTS WHERE BRANCH DUCTS MEET TRUNK DUCTS, THEY SHALL BE TITU5 AG,-45 OR APPROVED EQUAL WITH OPERATOR ADJUSTABLE FROM THE DUCT EXTERIOR. I. FLEXIBLE DUCT SHALL BE AS MANUFACTURED BY FLEXIBLE TUBING CORPORATION. FLEXIBLE DUCTS SHALL BE THERMAFLEX FACTORY INSULATED TYPE "MKE 10". THE MAXIMUM LENGTH OF FLEXIBLE .DUCT SHALL BE LIMITED TO 51X (6) FEET. 1.6 FLEXIBLE CONNECTIONS A. WHERE DUCTS CONNECT TO FANS, INCLUDING ROOF EXHAUSTERS, FLEXIBLE CONNECTORS SHALL BE MADE USING "VENTGLAS" FABRIC, THAT 15 FIRE-RESISTANT, WATERPROOF, MILDEW -RESISTANT AND PRACTICALLY AIRTIGHT. THERE SHALL BE A MINIMUM OF 1/2 INCH SLACK IN THE CONNECTIONS. 1.'1 DUCT INSULATION A. DUCT INSULATION CLA55 TYPE I. GLASS A INSULATION SHALL BE FOIL FACED FLEXIBLE FIBERGLASS DUCT WRAP WITH HEAVY DUTY JACKET COMPOSED OF 4 MIL THICK LAMINATE OF ALUMINUM FOIL, CLASS REINFORCING SCRIM AND KRAFT PAPER CONFORMING TO THE FOLLOWING: MAXIMUM TEMPERATURE LIMIT, °F 200 DENSITY, LB5/GF 0.75 TO 1.5 THERMAL CONDUCTIVITY, BTU/HR/ °F/50. FT. 0.25 2. GLASS B DUCT LINER SHALL BE SEMI -RIGID, MULTIPLE DENSITY, ONE PIECE FIBERGLASS THERMAL AND ACOUSTICAL LINER WITH FIRE AND ABRASION RESISTANT BLACK COATING TO PRECLUDE AIR EROSION UP TO 4000 FPM VELOCITY, CONFORMING TO THE FOLLOWING: MAXIMUM TEMPERATURE LIMIT, °F 250 DENSITY, LBS/CF 1.5 TO 3 THERMAL CONDUCTIVITY, BTU/HR/ °F/50. FT. 0.24 3. GLASS G INSULATION SHALL BE FOIL FACED FIBERGLASS SHEET FURNISHED IN BOARD FORM CONFORMING TO THE FOLLOWING: MAXIMUM TEMPERATURE LIMIT, °F 250 DENSITY, LB5/6F 3 TO 10 THERMAL CONDUCTIVITY, BTU/HR/ °F/50. FT. 0.24 B. DUCT INSULATION APPLICATION I. CLASS A INSULATION APPLICATION: a. FLEXIBLE FIBERGLASS INSULATION SHALL BE WRAPPED AROUND DUCTSAND SECURED WITH OUTWARD -CLINCHING STAPLES. DUCTS 24 INCHES WIDE AND LARGER SHALL HAVE THE INSULATION ADDITIONALLY SECURED WITH STICK CLIPS ON 16-INCH CENTERS. INSULATION SHALL BE LAPPED A MINIMUM OF FOUR INCHES, SEAMS AND PENETRATIONS SHALL BE SEALED WITH AN APPROVED MASTIC REINFORCED WITH THREE INCHES OF 6LA55 MESH REINFORCEMENT, OR THREE INCHES FOIL/VAPOR-BARRIER TAPE. WHERE INSULATION TERMINATES, RAW 6LA55 SHALL BE SEALED TO DUCT. b. EXTERIOR DUCT SHALL BE PROTECTED WITH .016 INCH THICK ALUMINUM JACKET WITH OVERLAP SEAM ON BOTTOM OF DUCT. ALUMINUM JACKET SHALL BE OVERLAPPED A MINIMUM OF 2 INCHES AND EDGES SHALL BE SEALED WITH SILICONE SEALANT. SEAMS AT BOTTOM OF DUCT SHALL HAVE SILICONE SEALANT APPLIED BETWEEN FLAPS AND SHALL BE SCREWED CLOSED WITH SHEET METAL SCREWS AT MAXIMUM 6 INCHES O.G. 2. GLASS B DUCT LINER APPLICATION: a. APPLY LINER IN ACCORDANCE WITH MANUFACTURER'S AND SMACNA RECOMMENDATIONS WITH THE HEAVY DENSITY SIDE OR FAGIN6 SIDE TO THE AIR STREAM, OVERLAPPED IN DIRECTION OF AIR FLOW, AND ADHERE WITH 100 PERCENT COVERAGE OF UL LISTED FIRE RETARDANT ADHESIVE, COATING EXPOSED LEADING EDGES, TRANSVERSE AND LONGITUDINAL JOINTS. TRANSVERSE JOINTS SHALL BE NEATLY BUTTED AND THERE SHALL BE NO INTERRUPTIONS OR CAPS. b. FOR VELOCITIES TO 2000 FEET PER MINUTE: FASTENERS SHALL START WITHIN 3 INCHES OF THE UPSTREAM TRANSVERSE EDGES OF THE LINER AND 3 INCHES FROM THE LONGITUDINAL JOINTS AND SHALL BE SPACED AT A MAXIMUM OF 12 INCHES O.G. AROUND THE PERIMETER OF THE DUCT, AND'A MAXIMUM OF 12 INGHE5 FROM A CORNER BREAK. ELSEWHERE THEY SHALL BE A MAXIMUM OF 16 INCHES O.G., EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6 INCHES FROM A LONGITUDINAL JOINT OF THE LINER NOR 12 INCHES FROM A CORNER BREAK. CLIPS SHALL BE POINTED UP TO MAINTAIN THE SEALING PROPERTIES AT THE ADHESIVE. c. FOR VELOCITIES FROM 2,001 TO 4,000 FEET PER MINUTE: FASTENERS SHALL START WITHIN 3 INCHES FROM THE LONGITUDINAL JOINTS AND SHALL BE SPACED AT A MAXIMUM OF 6 INCHES O.G. AROUND THE PERIMETER OF THE DUCT, AND A MAXIMUM OF 6 INCHES FROM A CORNER BREAK. ELSEWHERE THEY SHALL BE A MAXIMUM OF 16 INCHES O.G., EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6 INCHES FROM A LONGITUDINAL JOINT OF THE LINER AND NO MORE THAN 12 INCHES FROM A CORNER BREAK. METAL NOSIN65 SHALL BE INSTALLED TO SECURE LEADING EDGE OF LINER AT UPSTREAM TRAVERSE EDGES, WHERE REQUIRED BY SMACNA OR MANUFACTURERS INSTRUCTIONS. CLIPS SHALL BE POINTED UP TO MAINTAIN THE SEALING PROPERTIES OF THE ADHESIVE. d. PROVIDE INSULATED "BUILD -OUT" SECTIONS TO MAINTAIN THE CONTINUITY OF THE THERMAL BARRIER WHEN SPECIALTIES, SUCH AS DAMPERS AND TURNING VANES, ARE SECURED TO THE SIDES OF THE DUCT. BUILD -OUTS SHALL BE SECURED TO THE DUCT WITH SHEET METAL SCREWS, BOLTS OR WELDS. Is. PROVIDE SHEET METAL INTERNAL TRANSITION FITTING ON LEADING EDGE OF DUCTWORK CONNECTIONS TO EQUIPMENT, FLEXIBLE CONNECTIONS, OR UNLINED DUCT. TRANSITION SHALL AFFORD SMOOTH AIR FLOW INTO LINED DUCT, WITH NO MORE THAN 45 DEGREE BREAK ANGLE, AND OVERLAP LEADING, EDGE OF LINING AT LEAST 1-1/2 INCHES. P. PROVIDE 1/2 INCH MESH, 24 GAUGE, GALVANIZED STEEL METAL LATH INNER LINER, SECURED WITH MECHANICAL FASTENERS, ON DUCTS WITH AIR VELOCITY GREATER THAN 4000 FPM OR AS INDICATED ON DRAWINGS. INNER LINER SHALL BE USED TO COMPRESS INSULATION THICKNESS TO'15 PERCENT UNCOMPRESSED VALUE. 3. GLASS G INSULATION APPLICATION: a. FIBERGLASS BOARD INSULATION SHALL BE APPLIED TO DUCTS WITH MECHANICAL FASTENERS SUCH AS STICK -CLIPS OR WELD -PINS SPACED AS REQUIRED TO INSTALL FULL PIECES OF BOARD INSULATION, AND SPACED ON 12-INCH CENTERS (MAXIMUM) ON THE BOTTOM OF EACH DUCT AND PLENUM. JOINTS AND SEAMS IN VAPOR BARRIER FACINGS SHALL BE COVERED WITH 3-INCH WIDE MATCHING TAPE, OR WITH VAPOR -BARRIER MASTIC, REINFORCED WITH 3-INCH OLA55 MESH REINFORCEMENT. WHERE DUCT 5TANDING SEAMS EXCEED THE INSULATION THICKNESS, AN ADDITIONAL LAYER OF INSULATION BOARD SHALL BE PROVIDED. b. PROVIDE ACCESS DOOR INSULATION 50 THAT DOORS CAN BE OPENED WITHOUT DAMAGING INSULATION. c. INSULATED DUCTS PENETRATING WALLS OR FLOORS SHALL BE INSULATED COMPLETELY THROUGH PENETRATION. PROVIDE WATERPROOF CALCIUM SILICATE INSERT, SAME THICKNESS AND JACKETING AS, INSULATION, WITH WALL FLANGE FOR FIRE WALL OR FLOOR PENETRATIONS. G. DUCTWORK: INSULATION INSULATION INSULATION SERVICE -QASS THICKNESS SUPPLY AIR DUCT A 2" RETURN AIR DUCT A 2" OUTSIDE AIR DUCT A 2" EXTERIOR SUPPLY AIR DUCT 0 2" EXTERIOR RETURN AIR DUCT C 2" SUPPLY AIR DUCT WITHIN MECHANICAL B ill ROOMS AND WITHIN 10 FEET OF FANS RETURN AIR DUCT WITHIN MECHANICAL B I" ROOMS AND RETURN AIR PLENUMS 1.6 GRILLES, REGISTERS, AND DIFFUSERS A. GRILLES, REGISTERS, AND GEILIN6 OUTLETS SHALL BE AS SCHEDULED ON THE PRAKINC75 AND SHALL BE PROVIDED WITH SPONGE RUBBER OR SOFT FELT GASKETS. IF A MANUFACTURER OTHER THAN THE ONE SCHEDULED 15 USED, THE 51ZE5 SHOWN ON THE DRAWINGS SHALL BE CHECKED FOR PERFORMANCE, N015E LEVEL, FACE VELOCITY, THROW, DROP, PRE55L RE DROP, ETC., BEFORE THE SUBMITTAL 15 MADE. 8. LOCATIONS OF OUTLETS ON DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH OTHER TRADES TO MAKE SYMMETRICAL PATTERNS AND SHALL BE GOVERNED BY THE ESTABLISHED PATTERN OF THE LIGHTING FIXTURES OR ARCHITECTURAL REFLECTED GEILIN6 PLAN. C. GRILLES, REGISTERS, AND DIFFUSERS SHALL BE AS MANUFACTURED BY TITUS, KRUEGER, PRICE OR APPROVED EQUAL. IA CLEANUP A. BEFORE THE 6RILLE5 OR DIFFUSERS ARE INSTALLED, ALL FANS AND AIR CONDITIONIN6 UNITS SHALL BE OPERATED AND ALL DEBRIS AND FOREIGN MATTER SHALL BE REMOVED FROM THE DUCTS. THE AIR CONDITIONING UNITS SHALL BE THOROUGHLY GLEANED, AND THE DRAIN PANS SHALL BE THOROUGHLY GLEANED AND FLUSHED OUT WITH A HOSE; THE FILTERS SHALL BE REPLACED AND THE GRILLES SHALL THEN BE INSTALLED. 1.10 'TESTING, ADJUSTING, AND BALANCING A. AIR DISTRIBUTION SYSTEMS: I. INSPECT INSTALLATION AND VERIFY CONFORMITY TO DESIGN; VERIFY THAT SUPPLY, RETURN, AND EXHAUST DUCTS HAVE BEEN PRESSURE -TESTED FOR LEAKAGE AS, RECOMMENDED IN THE APPROPRIATE SMACNA STANDARDS. 2. VERIFY THAT VOLUME AND FIRE DAMPERS ARE PROPERLY LOCATED AND FUNCTIONAL. 3. VERIFY THAT SUPPLY, RETURN, EXHAUST, AND TRANSFER GRILLES, REGISTERS, DIFFUSERS ARE INSTALLED AND OPERATING PROPERLY. B. VERIFY THAT CONTROL COMPONENTS ARE INSTALLED IN ACCORDANCE WITH PROJECT REQUIREMENTS AND ARE FUNGTIONIN6 AS INTENDED, INCLUDING ELECTRICAL POWER, CONTROL AND INTERLOCK WIRING, DAMPER SEQUENCES, SMOKE DETECTORS, ETC.. C. UPON COMPLETION OF THE INSTALLATION AND STARTUP OF THE MECHANICAL EQUIPMENT, TEST, ADJUST, AND BALANCE SYSTEM COMPONENTS TO OBTAIN OPTIMUM CONDITIONS IN EACH CONDITIONED SPACE IN THE BUILDING. D. BEFORE FINAL ACCEPTANCE IS MADE, FURNISH TO THE ARCHITECT THE FOLLOWING DATA. I. SUMMARY OF MAIN SUPPLY, RETURN, AND EXHAUST DUCT PILOT TUBE TRANSVERSES AND FAN SETTIN65. 2. AIR QUANTITIES AT EACH SUPPLY, RETURN, RELIEF, AND EXHAUST AIR HANDLING DEVICE. 3. AIR PRESSURE READINGS ENTERING AND LEAVING EACH SUPPLY FAN AND EXHAUST FAN. 4. MOTOR CURRENT AND VOLTAGE READINGS AT EACH EQUIPMENT MOTOR. S. TEST RESULTS SHALL BE RECORDED ON STANDARD FORMS CONFORMING TO AABG AND NEBB REQUIREMENTS. THE REPORT SHALL INCLUDE AIR FLOW 5CHEMATIC DIAGRAMS INDICATING, AND IDENTIFYING TEST LOCATIONS, SUCH AS DUCT TRANSVERSE, OUTLET READINGS, PRESSURE READINGS, AND TEMPERATURE READINGS, AND SHALL BE REFERENCED TO THE RECORDED DATA ON THE FORMS. E. MAKE AN INSPECTION IN THE BUILDING DURING THE OPPOSITE BEA50N FROM THAT IN WHICH THE INITIAL ADJUSTMENTS WERE MADE, AND AT THAT TIME MAKE ANY NECESSARY MODIFICATIONS TO THE INITIAL ADJUSTMENTS REQUIRED TO PRODUCE OPTIMUM OPERATION OF THE SYSTEM COMPONENTS, TO PRODUCE THE PROPER CONDITIONS IN EACH SPACE. 1.11 INSTRUCTION A. THE CONTRACTOR SHALL INSTRUCT THE BUILDING OPERATING PERSONNEL IN THE CONSTRUCTION AND OPERATION OF ALL EQUIPMENT. END OF SECTION SECTION 4 - FIRE SPRINKLER REQUIREMENTS 1.1 SCOPE OF WORK A. DE516N AND PROVIDE A COMPLETE AUTOMATIC SPRINKLER SYSTEM TO ACCOMMODATE THE TENANT. WORK SHALL INCLUDE ALL LABOR, MATERIALS AND SUBMITTALS. THE FIRE SPRINKLER SY`5TEM SHALL COMPLY WITH NFPA 13 AND ALL REQUIREMENTS OF LOCAL AUTHORITIE5 HAVING, JURISDICTION. SCOPE OF SERVICES, SHALL INCLUDE: I. COORDINATION OF WORK WITH ALL OTHER TRADES. 2. SHOP DRAWIN65 AND RECORD DIRAWIN65. 5. PAYMENT OF ALL PERMITS, FEES AND CHAROE5 REQUIRED IN CONNECTION WITH THIS WORK. 4. PERFORMANCE OF ALL TESTS AND INSPECTIONS REQUIRED BY THE LOCAL FIRE DEPARTMENT, BUILDING, DEPARTMENT AND THE OWNER. 1.2 QUALITY ASSURANCE A. TESTING AGENCY: ALL MATERIAL SHALL BE UL LISTED AND FM APPROVED. B. REGULATORY AGENCIES: LOCAL BUILDING CODES AND ORDINANCES, FIRE DEPARTMENT AND FIRE PREVENTION BUREAU REQUIREMENTS, THE REQUIREMENTS OF FM AND THE TEXAS DEPARTMENT OF INSURANCE SHALL APPLY. C. QUALIFICATIONS I. PROVIDE PROOF OF LICENSER TO INSTALL AUTOMATIC, SPRINKLER SYSTEMS IN THE CITY, COUNTY AND STATE, INCLUDING COMPLIANCE WITH CONTRACTOR LICENSING, PROCEDURES AND STATE LAWS. 1.5 DESIGN CRITERIA A. STANDARD RESPONSE SPRINKLERS I. SPRINKLER SYSTEM SHALL BE DESIGNED TO COMPLY WITH FOR NFPA CHAPTER 2 FOR CLASSIFICATION OF OCCUPANCIES AND COMMODITIES FOR SPRINKLER DESIGN, INSTALLATION AND WATER REQUIREMENTS. 2. SPRINKLER SYSTEM PIPE 51ZIN6 SHALL BE IN ACCORDANCE WITH NFPA 15. 1.4 SUBMITTALS A. SHOP DRMIN65: I. SHOP DRAHIN65 SHALL INCLUDE ALL PIPING, SPRINKLERS, HANGERS, TYPE OF PIPE, OUTLETS, TYPE OF BUILDING CONSTRUCTION AND OCCUPANCY OF EACH AREA. B. MANUFACTURER'S DATA: I. SPRINKLERS AND ESCUTCHEONS. 2. PIPE, FIT71NC75 AND HANGARS. 3. WHERE ANY DEVICES WHICH ARE PROVIDED OR FURNISHED INVOLVE WORK BY ANOTHER CONTRACTOR, SUBMIT ADDITIONAL DATA COPIES DIRECTLY TO THAT CONTRACTOR. C. REVIEWS I. SUBMIT 51X BLUE LINE PRINTS OF COMPLETE SHOP DRAWINGS, SIX SETS OF HYDRAULIC CALCULATIONS AND 51X SETS OF MANUFACTURERS' DATA TO THE ARCHITECT AND LOCAL FIRE PREVENTION BUREAU FOR REVIEW AND/OR APPROVAL PRIOR TO FABRICATION OF MATERIAL5: D. TEST CERTIFICATES I. UPON COMPLETION OF FINAL INSPECTIONS AND TESTS, AS REQUIRED BY APPROPRIATE NFPA STANDARDS, SUBMIT COPIES OF STANDARD CONTRACTOR'S MATERIAL AND TEST CERTIFICATE. E. SPARE PARTS I. PROVIDE A SPARE SPRINKLER CABINET, COMPLETE WITH AT LEAST TWO SPRINKLERS OF EACH TEMPERATURE RATING IN USE THROUGHOUT THE INSTALLATION. EACH CABINET SHALL BE EQUIPPED WITH 12 SPRINKLERS AND ANY SPECIAL SPRINKLER WRENCHES REQUIRED FOR EACH TYPE OF SPRINKLER INSTALLED. 2. CONFER WITH THE OWNER'S REPRESENTATIVE FOR EXACT LOCATION OF CABINET. 1.5 WARRANTY A. WARRANT ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR BEGINNING WITH THE DATE OF FINAL ACCEPTANCE BY THE OWNER. WARRANTY SHALL INCLUDE 24 HOURS PER DAY, SEVEN DAYS PER WEEK EMER&ENGY REPAIR 5ERVICE WITHIN FOUR HOURS OF A REQUEST FOR SUCH SERVICE BY THE OWNER. Ib PIPE A. PIPE SHALL BE NEW AND SHALL HAVE THE MANUFACTURER'S NAME AND BRAND AL0146 WITH THE APPLICABLE ASTM STANDARD MARKED ON EACH LENGTH OF PIPE. B. STEEL I. PIPE SHALL BE BLACK STEEL SCHEDULE 40 AND SHALL COMPLY WITH ASTM A iq5 AND ANSI B36.10. 2. PIPE EXPOSED TO ATMOSPHERE SHALL BE GALVANIZED. I.'I FITTINC75 A. CHANGES OF DIRECTION SHALL BE ACCOMPLISHED BY THE USE OF FITTIN65 SUITABLE FOR USE IN SPRINKLER SYSTEMS AS DEFINED IN NFPA 15. B. FITTINGS EXPOSED TO OUTSIDE ATMOSPHERE SHALL BE GALVANIZED. G. SCREWED FITTIN66 SHALL BE CAST IRON, 125 POUND, IN ACCORDANCE WITH ANSI B 16.4. D. WELD PITTIN66 SHALL BE STEEL, STANDARD WEIGHT, BLACK, IN ACCORDANCE WITH ANSI B 16.41, ANSI B 16.25, ANSI B 16.5, ANSI B 16.11 AND ASTM A 254. E. GROOVED COUPLINGS AND MECHANICAL FITTINC75 SHALL BE MALLEABLE IRON, 500 P51 WORKING, PRESSURE, IN ACCORDANCE WITH ASTM A 4-1. THE GOUPLIN65' 6A5KET MATERIAL SHALL BE BUTYL RUBBER. RIGID GROOVED COUPLINGS, SHALL BE USED IN STANDPIPE RISERS EXCEPT IN EARTHQUAKE ZONES. F. PU5H-ON AND "FIT" FITTINGS SHALL NOT BE USED. 1.6 SPRINKLERS E. GROOVED COUPLINGS AND MECHANICAL FITTINGS SHALL BE MALLEABLE IRON, 500 PSI WORKING PRESSURE, IN ACCORDANCE WITH ASTM A 47. THE COUPLIN65' GASKET MATERIAL SHALL BE BUTYL RUBBER. RIGID GROOVED COUPLIN66 SHALL BE USED IN STANDPIPE RISERS EXCEPT IN EARTHQUAKE ZONES. F. PUSH -ON AND "FIT" FITTIN66 SHALL NOT BE USED. I.6 SPRINKLERS A. SPRINKLER HEADS I. SPRINKLERS IN AREAS WITH CEILINGS SHALL BE STANDARD RESPONSE, RECESSED PENDENT TYPE WITH CHROME FINISH, 0.5-INCH ORIFICE, 5.6 K FACTOR, AND 165 DEGREE F RATING. 2. SPRINKLERS IN AREAS WITH NO CEILING SHALL BE STANDARD RESPONSE, UPRI6HT TYPE WITH CHROME FINISH, 0.5-INCH ORIFICE, 5b K FACTOR, AND 165 DECREE F RATING. 3. INSTALL PENDENT SPRINKLERS PARALLEL TO GEILIN6 FIXTURES, WALLS, M. B. ADJUSTABLE ESCUTCHEONS SHALL NOT BE USED. I.q HANGARS A. SUPPORT ALL SPRINKLER PIPING FROM BUILDING STRUCTURE. B. BELOW STEEL DECK AND J015T CONSTRUCTION, USE BEAM CLAMPS TO HANG PIPING FROM TOP CHORD OF JOIST. DO NOT HANG, PIPING FROM BOTTOM CHORD, OR BRIDGING. C. SUPPORT SPRINKLER LINES UNDER DUCTS WITH TRAPEZE HANGERS FROM BUILDING STRUCTURE OR FROM STEEL ANGLES SUPPORTING DUCT WORK IN ACCORDANCE WITH NFPA 15. D. INSTALL SPRINKLER PIPING IN EXP05ED AREAS A5 HIGH AS, P0551BLE USING NECESSARY FITTINGS AND AUXILIARY DRAINS TO ..• o f MAINTAIN MAXIMUM CLEAR HEAD ROOM. ` �p'tE. % . •., 1.10 SYSTEM TESTS �01 0 A. SCHEDULING ...... I.........:....� sHUJIOKUDA ...:..... ... ...R �; 54327 0 I. MAKE ARRANGEMENTS WITH THE OWNER AND ARCHITECT TO +I�a,� •4/c E � SCHEDULE FINAL INSPECTION AND WITNESS FINAL ACCEPTANCE N TESTS. Z.16-pr1 1.11 CLEANUP THE SEAL RINGr ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 54327 ON A. MAINTAIN THE PREMISES FREE FROM ACCUMULATION OF FEBRUARY 16, 2007 WASTE MATERIALS OR RUBBISH CAUSED BY THI5 WORK. B. AT THE COMPLETION OF THE WORK, REMOVE ALL SURPLUS • MATERIALS, TOOLS, ETC., AND LEAVE THE PREMISES GLEAN. END OF SECTION S�/.Sf��%�S Engineering Consultants THIS DOCUMENT IS REED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 1W. 2 Northwest Highway Tel (214) 350-6467 LEAS UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON FORUARY 16, 2007 Suite 03, Lock 130 Fax (ob No o 06467 Dallas, Teices 75220x SAI Job 06062 iron PRIM U� w U W C 1 Q X W JOB NO.061 q th N an (n X W F- g J �o th � 00 N I W 00 > o� N tY m W N g LO It N REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET SP2 e, 1�� =TJOIN I6001 _ ELECTRICAL GENERAL. PROVISIONS PART I- GET I AI PVm INCLUDED ��, A. PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED TO FURNISH AND INSTALL A ELEGTRIGAL SYSTEM AS INDICATED ON DRAWINGS AND AS SPECIFIED HEREIN. 6) B. THE ELECTRICAL WORK INCLUDES PROVIDING THE NEW MATERIAL, FIXTURES, DEVICES AND ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING ELECTRICAL SYSTEM. THE WORK AL50 INCLUDES FINAL CONNECTION TO FOOD SERVICE EQUIPMENT ITEMS FURNISHED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL, CODES OR ORDINANCES AND SUBJECT TO INSPECTION AND APPROVAL FROM AUTHORITY HAVING JURISDICTION. G. THE INTENT OF THE DRAWINGS 15 TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR THE ELECTRICAL WORK ARE DIAGRAMMATIC, SHOWING THE LOCATION, TYPE DEVICES AND EQUIPMENT REQUIRED. THE MMIN66 SHALL NOT BE SCALDED FOR EXACT MEASUREMENTS. PROVIDE ALL FIXTURES, LAMPS, DEVICES, ACCESSORIES, OFFSETS AND MATERIAL NECESSARY TO FACILITATE THE SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND PER SPECIFIED AND OWNER SUPPLIED EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. D. COORDINATE WITH THE WORK OF OTHER SECTIONS, VERIFYI146 EXISTING SITE CONDITIONS BEFORE BIDDING, AND MAKE ALL CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. REFER TO ARGHITF.GTIJRALJMEGH. PLUMBINI6, EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION AS REQUIRED. IDS INTERMEDIATE METAL CONDUIT (IMG) A. USE INTERMEDIATE METAL CONDUIT (IMG) WHERE DRAWINGS GALL FOR CONDUIT TO BE: I. INSTALLED FOR PANEL BOARD FEEDERS. 2. INSTALLED IN GONGRETE SLABS AT GROUND FLOOR. 3. INSTALLED EXPOSED BELOW 6 FEET. 4. INSTALLED IN NET LOCATIONS (INTERIOR AND EXTERIOR). 1A4 POLYVINYL CHLORIDE NO A. USE PVC, FOR, I. UNDERGROUND SERVICE ENTRANCE CONDUITS FOR TELEPHONE AND POWER. 2. EXTERIOR BRANCH CIRCUITS INSTALLED UNDERGROUND. IDS RIGID STEEL. CONDUIT ftO I. INSTALL UNDERGROUND FOR POWER SERVICE ENTRANCE ELBOWS PENETRATING FLOOR SLAB. 2. EXPOSED TO PHYSICAL DAMAGE. 1.06 FLEXIBLE METAL CONDUIT A. PROVIDE FLEXIBLE METAL CONDUIT FOR TERMINATION AT EQUIPMENT SUBJECT TO MOTION AND VIBRATION. B. LENGTH SHALL NOT EXCEED 6 FEET. G. MAXIMUM LENGTH CONGEALED IN WALLS SHALL BE 3 FEET. D. WHERE EXPOSED TO CONTINUOUS OR INTERMITTENT MOISTURE, CONDUIT SHALL. BE U.L. TYPE EF LIQUID TIGHT. PART 2 - EXECUTION 2.01 INSTALLATION A. MINIMUM SIZE OF CONDUITS SHALL BE 5/4 INCH UNLESS OTHERWISE NOTED. B. RUN CONCEALED CONDUITS IN DIRECT LINE WITH LANE SWEEP BENDS OR OFFSETS. RUN EXPOSED CONDUITS PARALLEL TO AND AT RIGHT ANGLES TO BUILDING LINES. GROUP MULTIPLE CONDUIT WINS IN BANKS. G. GAP ENDS OF CONDUITS TO PREVENT ENTRANCE OF WATER AND OTHER FOREIGN MATERIAL DURING CONSTRUCTION. E. IT IS THINTENT THAT THE FORE601N6 WORK SHALL BE COMPLETE IN EYERY D. PROVIDE NO.12 "COPPER PU ELL WIRES OR NYLON CORD IN ALL EMPTY CONDUITS. STEEL RESPECT ,AND THAT ,ANY MAtiTERIAL. OR WORK NOT SPECIFI0,4LLY MENTIONED OR WIRE NOT ACCEPTABLE AS PULL WIRE. SHOWN ON THE DRA.WIN65, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL E. SERE IMG CONDUIT ENTERS A CABINET, JUNCTION BOX, OR PULL BOX BE FURNISHED. CONDUCTORS SHALL BE PROTECTED BY AN INSULATED BU5HIN6. LOGKNUTS SHALL 1.02 REGULATORY REQUIREMENTS A. EQUIPMENT FURNISHED SHALL BE UL LISTED WHERE SUCH LABEL IS, AVAILABLE. INSTALLATION SHALL CONFORM TO UL STANDARDS WHERE APPLICABLE. B. ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH DRMIN66 AND SPECIFICATIONS, EDITION OF NEC, AND NFPA CODES, IN EFFECT AT PROJECT LOCATION, STATE AND LOCAL ELECTRICAL AND BUILDIN6 CODES AND SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC, PORTIONS WITHIN COMPLETE INSTALLATION. G. OBTAIN PERMITS AND CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE INSTALLATION AND PAY ALL FEES REQUIRED. 1.05 SUBMITTALS A. SUBMIT LIST OF MATERIALS AND EQUIPMENT PRIOR TO MANUFACTURE, ORDER OR INSTALLATION AND WITHIN TWENTY DAYS AFTER AWARD OF CONTRACT FOR APPROVAL. INCLUDE EACH ITEM OF MATERIAL AND EQUIPMENT HHETHER. OR NOT SHOP DRAWIN65 ARE ALSO REQUIRED. LIST SHALL INCLUDE MANUFACTURER'S NAME, CATALOG NUMBER AND OTHER COMPLETE IDENTIFICATION AS WELL AS DIMENSIONS AND DETAILED DATA. SUBMITTALS SHALL INCLUDE THE FOLLOWING: LIGHTING FIXTURES PANELBOARDS/BREAKERS WIRING DEVICES AND DEVICE PLATES ENCLOSED SWITCHES CONTACTORS B. CERTIFIED SHOP P WIN66 AND SUBMITTALS SHALL BEAR STAMP OF APPROVAL OF CONTRACTOR AS EVIDENCE THAT DRAWINGS HAVE BEEN CHECKED. DRAWINGS SUBMITTED WITHOUT THIS STAMP OF APPROVAL WILL NOT BE CONSIDERED AND WILL BE RETURNED FOR PROPER RESUBMISSION. G. IF SUBMITTALS SHOW VARIANCES OR 5U135TITUTION5 FROM REQUIREMENTS OF CONTRACT, CONTRACTOR SHALL MAKE. SPECIFIC MENTION OF SUCH VARIATION IN HIS LETTER or - TRANSMITTAL IN ORDER THAT, IF ACCEPTABLE, SUITABLE ACTION MAY BE TAKEN FOR PROPER ADJUSTMENT. OTHERWISE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR EXECUTING WORK IN AGGORDANGE WITH CONTRACT EVEN THOUGH SUCH SUBMITTALS HAVE BEEN APPROVED. 1.04 SITE VISIT A. VISIT JOB 51TE PRIOR TO BID DATE TO DETERMINE ACTUAL CONDITIONS UNDER WHICH WORK SHALL BE DONE TO FAMILIARIZE ONESELF WITH PROJECT AND TO VERIFY TOTAL SCOPE OF WORK REQUIRED. FAILURE TO DO 50 SHALL NOT CONSTITUTE A REASON FOR AN EXTRA CHARGE. gICTION 16M - B651G MATERIALS AND METHODS PART I - 60E96L IOU COORDINATION A. OBTAIN AND REVIEW SHOP DRAWINGS PRODUCT DATA, AND MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT FURNISHED UNDER OTHER SECTIONS TO DETERMINE CONNECTION LOCATIONS AND REQUIREMENTS. B. SEQUENCE R0U6H-IN OF ELECTRICAL CONNECTIONS TO COORDINATE WITH INSTALLATION AND START-UP OF EQUIPMENT FURNISHED UNDER OTHER SECTIONS. PART 2 - P 2.01 SUBSTITUTIONS A. WHERE SPECIFICATIONS LIST ONE OR MORE MANUFACTURERS AND DO NOT INCLUDE ,OR APPROVED EQUAL", FURNISH MATERIALS MADE BY ONE OF MANUFACTURERS LISTED. WHERE "OR APPROVED EQUAL" IS INCLUDED, CONTRACTOR MAY SUBSTITUTE EQUAL PRODUCTS BY ANOTHER MANUFACTURER SUBJECT TO APPROVAL BY ENGINEER AND OWNER PART 3 - EXECUTION 5.01 INSTALLATION A. MAKE ELECTRICAL CONNECTIONS TO UTILIZATION EQUIPMENT IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S INSTRUCTIONS. B. MMINC75 ARE DIAORAMATIG AND SHALL NOT BE SCALED FOR EXACT SIZES OR LOCATIONS, THEY ARE NOT INTENDED TO DISCLOSE AB50L.UTE OR UNCONDITIONAL KNOWLE06E OF ACTUAL FIELD CONDITIONS. G. PROTECT WORK AND MATERIALS FROM DAMAGE BY WEATHER, ENTRANCE OF WATER AND DIRT. GAP CONDUIT DURING INSTALLATION. AVOID DAMAGE TO MATERIALS AND EQUIPMENT IN PLACE. D. SATISFACTORILY REPAIR OR REMOVE AND REPLACE DAMAGED WORK WITH NEW MATERIALS. DELIVER EQUIPMENT AND MATERIALS TO JOB SITE IN ORIGINAL, UNOPENED LABELED CONTAINERS. STORE FERROUS MATERIALS TO PREVENT RUSTING. STORE FINISHED MATERIALS AND EQUIPMENT TO PREVENT STAINING AND DISCOLORING. E. TRENCHES SHALL BE EXCAVATED 6" BELOW ELEVATION OF BOTTOM OF CONDUIT. F. FAILURE TO ROUTE CONDUIT THROUGH BUILDING WITHOUT INTERFERING, WITH OTHER EQUIPMENT AND CONSTRUCTION SHALL NOT CONSTITUTE A REASON FOR AN EXTRA GHAR&E. EQUIPMENT CONDUIT AND FIXTURES SHALL FIT INTO AVAILABLE SPACES IN BUILDING AND SHALL 16T- BE INTRODUCED INTO BUILDING AT SUCH TIMES AND MANNER AS TO CAUSE DAMAGE TO STRUCTURE. EQUIPMENT REQUIRING SERVICE SHALL BE READILY ACCESSIBLE. 5.02 TESTING AND EQUIPMENT SERVIGIN6 A. MAKE TEST TO ENSURE THAT ENTIRE SYSTEM 15 IN PROPER OPERATING CONDITION, AND THAT ADJUSTMENTS AND APPARATUS SETTING OF CIRCUIT BREAKERS, FUSES, CONTROL EQUIPMENT AND APPARATUS HAVE BEEN MADE. CORRECT DEFECTS DISCOVERED DURING. TESTS. 3.03 REMOVAL OF DEBRIS A. REMOVE SURPLUS MATERIALS AND DEBRIS CAUSED BY, OR INCIDENTAL TO ELECTRICAL WORK. REMOVE SUCH DEBRIS AT FREQUENT INTERVALS. KEEP JOB GIAIJ DURING CONSTRUCTION. 3.04 IDENTIFICATION OF EQUIPMENT A. IDENTIFY ELECTRICAL DISTRIBUTION EQUIPMENT, DISCONNECTS, AND CONTACTORS WITH BLACK LAMINATED PLASTIC NAME -PLATES, ATTACHED WITH TWO SCREWS, ENGRAVED WITH 1/4 " HIGH, WHITE LETTERS. 5.05 TEMPORARY LIGHTING AND POWER IN AREAS OF CONSTRUCTION A. PROVIDE, MAINTAIN AND REMOVE AFTER CONSTRUCTION 15 COMPLETED, TEMPORARY LIGHTING ADEQUATE FOR WORKMAN SAFETY AND TEMPORARY POWER FOR ALL TRADES B. PROVIDE AND MAINTAIN BARRICADE LIGHTING WHERE REQUIRED TO ADEQUATELY PROTECT OWNER AGAINST LIABILITY FOR DAMAGE TO PUBLIC, OR PERSONNEL. ALL LAMPS USED IN BARRICADE SHAD. BE 60 WATT RED, INSTALLED IN WEATHERPROOF SOCKET WITH WIRE GUARD. ALL WIRING SHALL BE APPROVED FOR WEATHERPROOF INSTALLATION. 5.06 6UARANTEE-WARRANTY A. GUARANTEE WORK TO BE FREE FROM DETECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF BUILDING. REPAIR . AND REPLACE DEFECTIVE WORK AND OTHER WORK DAMAGED THEREBY WHICH BECOMES DEFECTIVE DURING TERM OF 6UARANTEE-WARRANTY. FURNISH OWNER WITH THREE WRITTEN COPIES OF 61JARANTEE-WARRANTY. SECTION 16111 - R60.WAY5 AND CONDUIT SYSTEMS PART I - PROQ M 1.01 ACCEPTABLE MANUFACTURERS A. RI610 IMC, AND EMT CONDUIT SHALL BE HOT -DIPPED, GALVANIZED, OR ELECTR06ALVANIZED STEEL. BY ALLIED, REPUBLIC, TRIANGLE, WHEATLAND, OR APPROVED EQUAL. B. PVC, CONDUIT SHALL BE GARLON, SCHEDULE 40, 40 DEGREES G. RATED, UNLESS OTHERWISE NOTED. C. ASSOCIATED COUPLINGS, CONNECTORS AND FITTINGS SHALL BE STEEL. AS, MANUFACTURED BY RAGO OR EQUIVALENT. CATALOG, NUMBERS USED BELOW ARE THOSE OF RACO. D. ER ICKSON COUPLINGS, SERIE3 1502, SHALL BE USED WHERE NEITHER LENGTH OF CONDUIT CAN BE ROTATED. E. INSULATED BUSHINGS SHALL BE SERIES 1402. F. EMT BOX CONNECTORS SHALL BE COMPRE55ION FITTINGS. 6. CONDUIT, CONNECTORS, COUPLINGS AND FITTINGS SHALL BE UL LISTED AND LABELED. 1.02 ELECTRICAL METALLIC TUBING (EMT) A. USE ELECTRIC, METALLIC, TUBING (EMT) WHERE DRAWINGS GALL FOR CONDUIT TO BE: I. CONGEALED IN WALLS. 2. INSTALLED ABOVE SUSPENDED CEILINGS. S. INSTALLED EXPOSED, ABOVE: 6 FEET. BE INSTALLED ON CONDUIT OUTSIDE AND INSIDE ENCLOSURE. F. IN AREAS WHERE E"NGL05ED AND 6A5KETED FIXTURES AND WEATHERPROOF DEVICES ARE SPECIFIED, WHERE RIGID CONDUIT ENTERS A SHEET METAL ENCLOSURE, JUNCTION BOX AND OUTLET BOX, AND NOT TERMINATED IN A THREADED HUB, A STEEL OR MALLEABLE IRON NYLON INSULATED HUB, COMPLETE WITH RECESSED SEALING "o" RING OR SEALING, LOGKNUT SHALL BE USED. G. PROVIDE SEAL. -OFF FITTING, IN ALL CONDUITS ENTERING A GOLD TEMPERATURE AREA SUCH AS FREEZERS AND DRY REFRIGERATORS. H. IN CONCRETE SLABS, BLOCK UP CONDUIT FROM FORMS AND SECURELY FASTEN IN PLACE. ALL CONDUITS IN SLABS SHALL HAVE A MINIMUM OF 4" INCHES CONCRETE COVERAGE ABOVE. I. FAILURE TO ROUTE CONDUIT THROUGH BUILDING WITHOUT INTERFERING WITH OTHER EQUIPMENT, AND CONSTRUCTION SHALL NOT CONSTITUTE A REASON FOR AN EXTRA CHARGE. EQUIPMENT, CONDUIT, AND FIXTURES SHALL FIT INTO AVAILABLE SPACES IN BUILDING, AND SHAD. NOT BE INTRODUCED INTO BUILDING AT SUCH TIMES AND MANNER AS TO CAUSE DAMAGE TO STRUCTURE OR EQUIPMENT. EQUIPMENT REQUIRING SERVICING SHALL BE READILY ACCES5IBL.E. J. CONDUIT SHALL BE SIZED TO COMPLY WITH "NEC" FOR NUMBER AND SIZE OF CONDUCTORS INSTALLED. EMT CONNECTORS AND C 1 PLIN65 SHALL BE COMPRESSION TYPE. CLAMP CONDUIT TO BOXES WITH BJSHIN65 INSIDE AND LOGKNUT OUTSIDE. 2.02 EMT A. DO NOT USE ELECTRIC, METALLIC TUBING, IN CINDER CONCRETE OR CINDER FILL OR WHERE CONDUIT SYSTEM IS IN CONTACT WITH DISSIMILAR METALS OR IN NET LOCATIONS. 2.05 PVC, A. USE THREADED FITTINGS FOR ALL CONNECTORS AND ADAPTERS. B. PROVIDE 1/4-INCH NYLON PULL ROPE IN ALL PRIMARY. POWER AND INCOMING TELEPHONE SERVICE ENTRANCE CONDUITS. G. NO PVC, SHALL EMERGE FROM THE GROUND OR THE CONCRETE SLAB OR ENCASEMENT. PVC, SHALL CONVERT TO GALVANIZED RI610 METAL PRIOR TO ITS EMERGENCE. 2.04 FLEXIBLE METAL CONDUIT A. WHERE FITTINGS FOR LIQUID TIGHT FLEXIBLE CONDUIT ARE BROUGHT INTO AN ENCLOSURE WITH A KNOCK -OUT, A GASKET ASSEMBLY, GONSI5TIN6 OF ONE PIECE "0" RING, WITH BUNA N SEALING MATERIAL SERIES 5400 SHALL BE INSTALLED ON OUTSIDE OF BOX. FITTINGS SHALL BE MADE a EITHER STEEL OR MALLEABLE IRON ONLY, AND SHALL HAVE INSULATED THROATS OR INSULATED BUSHINGS. B. IN DRY LOCATIONS, WHERE FINAL CONNECTIONS TO MOTORS AND OTHER EQUIPMENT MAY BE MADE WITH FLEXIBLE METAL CONDUIT, FITTINGS SHALL BE OF STEEL OR MALLEABLE IRON ONLY WITH INSULATED THROATS OR INSULATED BUSHINGS, AND SHALL BE OF H576E AND SCREW TYPE HAVING AN ANGULAR WEDGE FITTING BETWEEN CONVOLUTIONS OF CONDUIT. SECTION 16125 - CONDUCTORS PART I - PR02L= 1.01 CONDUCTORS A. PROVIDE 46% CONDUCTIVITY COPPER CONDUCTORS WITH 600-VOLT INSULATION. FOR CONDUCTORS NO. 12 AW6 AND NO. 10 AWE, PROVIDE SOLID TYPE. FOR ALL CONDUCTORS NO.6 AW& AND LARGER, PROVIDE STRANDED TYPE. ALL CONDUCTORS SHALL HAVE THHWTHHN INSULATION UNLE55 NOTED OTHERWISE. B. GONDUGTORS SHALL BE MANUFACTURED BY TRIANGLE, AMERICAN, ROME, SOUTHWIRE OR APPROVED EQUAL. G. PROVIDE NO. 14 AW6 TYPE THHN FIXTURE CONDUCTORS, FOR GONDUGTORS ENTERING FIXTURES. D. NO MORE THAN 0) CIRCUIT CONDUCTORS SHALL BE UTILIZED WITH A SINGLE NUETRAL. E. THE 51ZE OF NUETRAL CONDUCTOR SHALL NOT BE SMALLER THAN THE LARGEST PHASE CONDUCTOR CONDUCTOR WITHIN THE CONDUIT. F. AC, MG, BX GABLES ARE NOT PERMITTED. . PART 2 - EXECUTION 2DI INSTALLATION A. INSTALL PULL BOXES IN CIRCUITS OR FEEDERS OVER 100' LONG. B. MAKE ALL SPLICES OR CONNECTIONS ONLY AT OUTLET, PULL OR JUNCTION BOXES. C. ALL CONDUCTORS AND CONNECTIONS SHALL TEST FREE OF GROUNDS, SHORT5, AND OPENS PRIOR TO ENER61ZIN6 CIRCUIT. D. PROVIDE NO. 10 WIRE IN LIEU OF NO. 12 WIRE FOR ANY BRANCH CIRCUIT IN EXCESS OF 100' LINEAR LENGTH TO PREVENT EXCESSIVE VOLTAGE DROP. E. USE IDEAL WIN& NUTS, SGOTGHLOK TYPE Y, R, 6, OR B, OR APPROVED EQUIVALENT CONNECTORS FOR FIXTURE CONNECTIONS AT OUTLET BOXES. F. MAKE FEEDER TAPS AND JOINTS WITH OZ TYPE T, PT PM OR FITS OR APPROVED EQUIVALENT CLAMP CONNECTORS AS MANUFACTURED 6Y KUPLER O9 WITH APPROVED COMPRESSION SLEEVES. WRAP CONNECTORS WITH NO. 10 ELEGTRO-SEAL OR APPROVED EQUIVALENT PLASTIC FILLER AND VINYL TAPE. 6. LEAVE A MINIMUM OF 6" 5LAGK WIRE IN EVERY OUTLET BOX. H. PROVIDE COLOR CODED WIRE AND WITH A DIFFERENT COLOR FOR EACH PHASE AND NEUTRAL AND GROUND A5 FOLLOWS: PHASE A, B, G: BLACK, RED AND BLUE RESPECTIVELY, NEUTRAL: WHITE, ISOLATED GROUND: GREEN WITH YELLOW STRIPES. APPROVED COLOR TAM 15 ACCEPTABLE FOR FEEDERS USING LARGER THAN #6 CONDUCTORS. I. ALL CONDUCTORS SHALL BE CONTINUOUS FROM ORIGIN TO PANEL OR EQUIPMENT TERMINATION WITHOUT SPLICES WHERE POSSIBLE. WHERE SPLICES AND TAPS ARE NECESSARY OR ARE REQUIRED, THEY SHALL BE MADE IN SPLICE BOXES WITH SUITABLE CONNECTORS. J. ALL CONDUCTORS SHALL BE CONGEALED IN CONDUITS. LOW VOLTAGE COMMUNICATION AND CONTROLS WIRING NOT IN CONDUITS SHALL BE PLENUM RATED AND APPROVED BY AUTHORITY HAVING JURISDICTION. SECTION 16130 - OUTLET AND JUNCTION QQ= PART I - GENERAL 1.01 PROJECT CONDITIONS A. VERIFY FIELD MEASUREMENTS ARE AS SHOWN ON DRAWINGS. B. VERIFY INLOCATIONS OF FLOOR BOXES AND OUTLETS IN WORK AREAS PRIOR TO PART 2 - PR02= 2.01 OUTLET BOXES A. SHEET METAL OUTLET BOXES: GALVANIZED STEEL. B. CAST BOXES: TYPE FS, CAST FERALLOY. PROVIDE 6ASKETED COVER BY BOX MANUFACTURER. G. MANUFACTURERS: NATIONAL, APPLETON, GENERAL ELECTRIC,, RAGO, OR STEEL. CITY. D. PROVIDE BOXES FOR FIXTURES WITH FIXTURE STUDS IN CENTER E. OUTLET BOXES FOR LIGHTING, SWITCHE5 AND RECEPTACLES IN INTERIOR AREAS WITH EXPOSED CONDUIT SHALL BE PRESSED STEEL AND IN EXTERIOR AREAS WITH EXPOSED CONDUIT SHALL BE CAST METAL WITH THREADED HNUBS, In" TYPE. USE GALVANIZED STEEL. FOR CONGEALED BOXES. BOXES SHALL BE I-I/2" DEEP MINIMUM. 2.02 PULL AND JUNCTION BOXES A. SHEET METAL BOXES: GALVANIZED STEEL. B. SURFACE -MOUNTED CAST METAL BOX: TYPE 4, FLAT -FLANGED, SURFACE -MOUNTED JUNCTION BOX. I. MATERIAL: GALVANIZED CAST IRON. 2. COVER: FURNISH WITH GROUND FLANGE, NEOPRENE GASKET, AND STAINLESS STEEL COVER SCREWS. G. IN -GROUND CAST METAL BOX: INSIDE FLANGED, RECESSED COVER BOX FOR FLUSH MOUNTING. I. MATERIAL: GALVANIZED CAST IRON. 2. NONSKID COVER WITH NEOPRENE GASKET AND STAINLESS STEEL COVER 3. COVER LEGEND: ELECTRIC. D. MANUFACTURERS: NATIONAL, APPLETON, GENERAL ELECTRIC, RACO, OZ-6EDNEY OR STEEL CITY. PART 3 - EXECUTION 3AI INSTALLATION A. INSTALL ELECTRICAL BOXES AS SHOWN ON DRAWINGS, AND AS REQUIRED FOR SPLICES, TAPS WIRETPULLING, EQUIPMENT CONNECTIONS AND COMPLIANCE WITH REGULATORY S. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS. C. INACGE551BLE GEILIN6 AREAS: INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6 INCHES FROM CEILING, ACCESS PANEL OR FROM REMOVABLE RECESSED LIGHT FIXTURE. D. USE FLUSH MOUNTING OUTLET BOXES IN FINISHED AREAS. E. USE STAMPED STEEL BRIDGES TO FASTEN FLUSH MOUNTING OUTLET BOX BETWEEN STUDS. F. INSTALL FLUSH MOUNTED BOX WITHOUT DAMAGING WALL INSULATION OR REDUCING ITS EFFECTIVENESS. 6. USE ADJUSTABLE STEEL. CHANNEL FASTENERS FOR HUNG, CEILING OUTLET BOX. H. DO NOT FASTEN BOXES TO CEILING SUPPORT WIRES. I. SUPPORT BOXES INDEPENDENTLY OF CONDUIT, EXCEPT CAST BOX THAT 15 CONNECTED TO TWO RIGID METAL CONDUITS BOTH SUPPORTED WITHIN 12 INCHES OF BOX. J. USE 6AN6 BOX WHERE MORE THAN ONE DEVICE 15 MOUNTED TOGETHER. DO NOT USE SECTIONAL BOX. K. USE 6AN6 BOX WITH PLASTER RING FOR SINGLE DEVICE OUTLETS. L. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS AND NET LOCATIONS. 5.02 OUTLET BOXES A. SELECT BOXES ACGORDIN6 TO INTENDED USE AND TYPE OF OUTLET. GEILIN6 OUTLET BOXES SHALL BE 4" OCTAGON AND 1-1/2" DEEP. USE 2-1/6" DEEP OCTAGON BOXES OR 4" SQUARE BOXES, REQUIRED. ALL CEILING, OUTLET BOXES SHALL HAVE A FIXTURE STUD OF NO BOLT SELF-L.00KiN6 TYPE INSTALLED IF REQUIRED TO HANG, THE FIXTURE SPECIFIED AT THE OUTLET. 3.03 JUNCTION BOXES A. JUNCTION BOXES SHALL BE SIZED ACCORDING TO NUMBER OF CONDUCTORS IN BOX OR TYPE OF SERVICE TO BE PROVIDED. MINIMUM .UNCTION BOX SIZE 4-II/16" SQUARE AND 2-1/6" DEEP. PROVIDE SCREW COVERS FOR JUNCTION BOXES. B. USE CODE 6AWGE STEEL. WITH SCREW COVERS FOR PULL BOXES WITH PRIME COAT AND PROVIDE WITH SCREW COVER. SIZE PULL BOXES ACCORDING TO THE NEC. C. PROVIDE PULL BOX EVERY I DO' OF CONDUIT RUN OR WHERE EXCESSIVE NUMBER OF BENDS NECESSITATES A BOX FOR EASE OF WIRE INSTALLATION. NOTION 16141 - WIRING PART I - PROD'[ 1.01 WALL SWITCHES A. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED BY ARGHITEGT. B. RATIN66: 20 AMPS,120/2TT VOLTS A.G. OR AS IDENTIFIED ON DRAWINGS. G. DEVICES: (LEVITON CATALOG, NUMBERS ARE LISTED (UNLESS NOTED OTHERWISE): 1. 51N6LE POLE T066LE SWITCHES: A. 20 AMP IVORY DEVICE - #1221-21 5.26 AMP PILOT L16M ILLUMINATED WITH LOAD ON - #1221-PL 2. DOUBLE POLE T06OLE SWITCHES: 20 AMP IVORY DEVICE- #1222-21 IA2 RECEPTACLES A. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE SELECTED BY ARCHITECT. B. DEVICES: (LEVITION CATALOG NUMBERS ARE LISTED UNLESS OTHERWISE NOTED): 1. SPECIFICATION GRADE DEVICES A. 20 AMP,125 VOLTS A.G., RECEPTACLES I. SINGLE DEVICE: 05361-1 2. DUPLEX DEVICE: 5362A-1 OR GY 3. ISOLATED GROUND DUPLEX DEVICE: IC656216-ORANGE 4. 150LATED GROUND SINGLE DEVICE: 16536116-ORANGE 1.05 SPECIAL DEVICES : A. MANUAL MOTOR STARTER SWITCH: 50. D GLASS 2510, TYPE F, FOR USE ON MOTORS UP TO 5/4 HORSEPOWER. PROVIDE NEMA I ENCLOSURE IN DRY LOCATIONS, PROVIDE NEMA 3R ENCLOSURE IN NET OR EXTERIOR LOCATIONS. 1.04 WALL PLATES A. PROVIDE SPECIFICATIOWCOMMERICAL GRADE STAINLESS STEEL LEVITON SERIES FOR SWITCHES, COMMUNICATION AND POWER OUTLETS. B. PROVIDE BLANK PLATES ON ALL OUTLET BOXES FOR FUTURE OUTLETS, OR OUTLETS WITHOUT DEVICES. PLATE STYLE SHALL MATCH DEVICE PLATES. G. IMPACT RESISTANT CAST METAL LEVITON SERIES FOR WEATHERPROOF DUPLEX 6FI RECEPTACLES LOCATED OUTSIDE OR IN NET LOCATIONS. D. WHERE DEVICES ARE INSTALLED IN EXPOSED BOXES OR CONDUIT FITTINGS, PROVIDE PROPERLY M916NED PLATES AND EXPOSED WORK COVERS. E. INSTALL GALVANIZED STEEL PLATES ON OUTLET BOXES AND JUNCTION BOXES IN UNFINISHED AREAS, ABOVE AGGE551BLE CEILINGS, AND ON SURFACE -MOUNTED BOXC-S. PART 2 - EXECUTION 2.01 INSTALLATION A. MOUNTING, I. MOUNT SWITCHES AND RECEPTACLES AT HEIGHT ABOVE FINISHED FLOOR AS INDICATED ON PLANS, AND LEGEND. 2. MOUNT SWITCHES ON MIKE 510E OF DOOR MAXIMUM 6" FROM DOOR FRAME. OUTLET BOX FOR SWITCH SHALL BE LOCATED CLEAR OF DOOR FRAME. COORDINATE WITH ARCHITECTURAL PLANS PRIOR TO ROUGH -IN. 3. INSTALL SWITCHES WITH OFF POSITION DOWN. 4. FOR 6FGI TYPE RECEPTACLES, DO NOT USE THE FEED THRU FEATURE, UNLESS REQUIRED BY THE PLANS. 5. USE .JUMBO SIZED PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS. 6. EACH RECEPTALLE SHALL BE PROVIDED WITH A #12 GREEN GROUNDIN6 JUMPER BETWEEN THE GROUND TERMINAL OF THE RECEPTACLE AND THE OUTLET BOX. 1. THE GROUNDING, CONDUCTOR TO EACH RECEPTACLE SHALL BE INSTALLED SIGH THAT THE REMOVAL OF THE DEVICE WILL NOT INTERFERE WITH THE CONTINUITY OF THE GROUND. B. TESTING I. TEST EACH 5WITGH AND VERIFY PROPER OPERATION WITH ENERGIZED CIRCUIT. 2. TEST EACH RECEPTACLE FOR PROPER POLARITY ON ENERGIZED GIRGUIT. 3. TEST EACH &FGI RECEPTACLE WITH 6FI RECEPTACLE TESTER AND VERIFY CIRCUIT 15 OPENED BY 6FI DEVICE AT AMPERE RANGES ESTABLISHED BY MAN FAGTURER SECTION 16110 - 6ROUNDIN6 AND BONDING GROUNDING, SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALLIC CONDUITS, SUPPORTS, CABINET'S, PANELBDARDS AND SYSTEM GROUNDING NEUTRAL.. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT THE SYSTEM. GROUND CLAMPS SHALL BE APPROVED TYPE, SPECIFICALLY DESIGNED FOR GROUNDING. WHERE GROUNDIN6 CONDUCTOR IS ENCLOSED IN CONDUIT, GROUND CLAMP SHALL 8E OF A TYPE WHICH GROUNDS BOTH CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE CONDUIT OR PLASTIC, CONDUIT SHALL INCLUDE A GROUND WIRE SIZED IN ACCORDANCE WITH "NEC" 250. NO CONDUIT SHAD. BE ALLOWED AS A GROUNDING, MEANS. PART I - PROQ&M IOU ROD ELECTRODES A. MATERIAL: COPPER -GLAD STEEL. B. DIAMETER: 5/4 INCH. G. LENGTH: 10 FEET. 1.02 MECHANICAL CONNECTORS A. MATERIAL: BRONZE. 1.03 WIRE . A. MATERIAL: STRANDED COPPER B. FOUNDATION ELECTRODES: 3/0 AWE. C. GROUNDING ELECTRODE CONDUCTOR: SIZE TO MEET NFPA 10 ARTICLE 250 REQUIREMENTS. PART 2 - EXECUTIQ�I 2.01 INSTALLATION A. INSTALL ROD ELECTRODES AT LOCATIONS INDICATED. INSTALL ADDITIONAL ROD ELECTRODES A5 REQUIRED TO ACHIEVE RESISTANCE TO GROUND OF LESS THAN 25 OHMS. B. PROVIDE 6ROUNDIN6 ELECTRODE CONDUCTOR AND CONNECT TO REINFORCING, STEEL IN FOUNDATION FOOTING. G. PROVIDE BONDING, TO MEET REGULATORY REQUIREMENTS. D. BOND T06ETHER EACH METALLIC, RACEWAY, PIPE, DUCT AND OTHER METAL OBJECTS. E. PROVIDE ISOLATED GROUNDIN6 CONDUCTOR FOR CIRCUITS SUPPLYING ALL ISOLATED GROUND OUTLETS. INSULATION SHALL BE GREEN WITH YELLOW STRIPE. SIZE PER NEC, 250. THIS 150LATED 6ROUNDIN6 CONDUCTOR SHALL RUN IN ADDITION TO EQUIPMENT 6ROUNDIN6 CONDUCTOR AND ALONG WITH THE BRANCH CIRCUIT CONDUCTORS. TERMINATE ON THE ISOLATED GROUND BUS WITHIN THE PANELBOARD SERVING LOAD. 2.02 6ROUNDIN6 A. GROUND ELECTRICAL SYSTEM IN ACCORDANCE WITH ARTICLE 250, NATIONAL ELECTRICAL CODE, AND LOCAL AUTHORITIES HAVING JURISDICTION. B. INSTALL A 05/0 BARE COPPER WIRE BOND ACROSS THE WATER METER, SAME TO BE ATTACHED TO GROUND CLAMPS ON WATER LINE ON EACH SIDE OF METER ARRANGEMENTS SHALL BE MADE TO DO THIS WORK AT THE TIME THE WATER METER 15 INSTALLED. C. FROM THE POINT OF ENTRANCE OF THE WATER MAIN INTO THE BUILDING AV ON THE METER SIDE OF THE MAIN INSIDE WATER VALVE AND UNION INSTALL A STRANDED COPPER GABLE #3/0 IN 1-1/4" CONDUIT TO THE MAIN DISTRIBUTION PANEL.. CONNECT THE GABLE TO THE EQUIPMENT GROUND BUS. D. INSTALL A GREEN EQUIPMENT GROUNDING, CONDUCTOR IN EACH RACEWAY, SIZED PER N.E.G. 250. TERMINATE ON EQUIPMENT GROUND BUS WITHIN PANELSOARD SERVING LOAD. E. INSTALL #6 AW6 COPPER GROUNDING CONDUCTOR FROM 6ROU40 BAR IN MAIN TELEPHONE BOX TO EQUIPMENT GROUND BUS IN MAIN DISTRIBUTION PANEL. F. ALL SEPARATE 6ROUNDIN& ELECTRODES SHALL BE BONDED TOGETHER TO LIMIT POTENTIAL DIFFERENCES BETWEEN THEM AND BETWEEN THEIR ASSOCIATED WIRING SYSTEMS. THIS INCLUDES THE POWER SYSTEM, TELEPHONE SYSTEM, ETC. 2A3 FIELD QUALITY CONTROL A. INSPECT 6ROUNDIN6 AND BONDING SYSTEM CONDUCTORS AND CONNECTIONS FOR TIGHTNESS AND PROPER INSTALLATION. =ION 161g0 - SUPPORTING DEVICES AND HANGERS PART I - PRQ2= IDI ACCEPTABLE MANUFACTURERS A. SUPPORTING DEVICES AND HAN6ER5 SHALL BE MANUFACTURED BY RAYGO FASTENERS. PART 2 - EXECUTION 2.01 INSTALLATION A. SECURE CONDUITS TO WITHIN V OF EACH OUTLET BOX, JUNCTION BOX, CABINET, FITTING, ETC., AND AT INTERVALS NOT TO EXCEED TEN FEET (10') AND IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. IN SEISMIC, ZONES, SUPPORT CONDUITS 1" AND UNDER AT 6' INTERVALS. B. INSTALL CLAMPS SECURED TO STRUCTURE FOR FEEDER AND OTHER CONDUITS ROUTED AGAINST THE STRUCTURE. USE DROP RODS AND HANGERS OR RACKS TO SUPPORT CONDUITS RUN APART FROM THE STRUCTURE. G. PROVIDE AND INSTALL SUITABLE ANGLE IRON, CHANNEL IRON OR STEEL METAL FRAMING WITH ACCESSORIES TO SUPPORT OR BRACE ELECTRICAL EQUIPMENT INCLUDING, SAFETY SWITCHES, FIXTURES, PANELBOARDS, ETC. D. USE OF CHAINS, PERFORATED IRON, BALING, WIRE, OR TIE WIRE FOR SUPPORTING CONDUIT RUN5 15 NOT PERMITTED. E. FOR SUPPORT OF LOW VOLTAGE WIRING NOT REWIRED TO BE IN CONDUIT, BUNDLE GABLES T06ETHER IN A NEAT MANNER USING APPROVED NYLON TIE WRAPS. BUNDLED GABLES SHALL BE SUPPORTED WITH "J" HOOKS ON TELEPHONE TYPE BRIDLE RINGS, A MINIMUM OF 6 FEET ON CENTERS. CLEARLY IDENTIFY ALL DIFFERING TYPES OF GABLES BEING RUN AND TAG, WITH TAPE TA65 REGARDING TELEPHONE, PAR, MNUSIG/COMMUNICATION, SECURITY, ETC. FOR VARIOUS SYSTEM UTILIZING SAID GABLE. IDENTIFICATION TAPE SHALL BE PROVIDED AT MINIMUM INTERVALS OF 25 FEET ON CENTER AND WITHIN EACH BUILDING SPACE. F. PROVIDE A SYSTEM OF SUPPORTING DEVICES AND HANGERS TO INSURE SECURE SUPPORT OR BRACING, FOR CONDUIT, ELECTRICAL EQUIPMENT, INCLUDING, SAFETY SWITCHES, FIXTURES, PANELBOARDS, OUTLET BOXES, JUNCTION BOXES, CABINETS, ETC,. SECTION 16255 - DIMMER PANELS PART I - 6ENM& IDI GENERAL A. DIMMER PANELS SHALL CONSIST OF A BOX, FRONT, INTERIOR AND CIRCUIT PROTECTIVE DEVICES AND SHALL BE MANUFACTURED IN ACCORDANCE WITH NEMA STANDARDS AND BEAR APPLICABLE UNDERWRITER'S LABORATORIES LABELS. PART 2 - PRC12�= 2DI CABINET A. THE DIMMER CABINET SHALL BE CONSTRUCTED ON 14 GAUGE U.S. STEEL, WELDED WITH BAKED ENAMEL, FINISHED WITH WHITE, LEAD-FREE PAINT, A REMOVABLE FRONT COVER, AND A FULL SIZE HINGED DOOR FOR EASE OF OPERATION AND MAINTENANCE. ALL CIRCUIT BREAKERS SHALL BE ACCESSIBLE THROUGH THE CABINET'S FRONT VIA A CLEAR REMOVABLE LEXAN COVER THE DIMMER CABINET SHALL BE CONSTRUCTED FOR RECESSED AND SURFACE MOUNTING. B. THE MAIN LUGS SHALL BE RATED 250 AMP. 3-PH., 4W. G. THE DIMMER CABINET FAN COOLING SHALL BE THERMOSTATICALLY CONTROLLED FROM 'i0° TO 1600. 2D2 DIMMERS A. THE DIMMING SYSTEM SHALL INCLUDE UNIT -MOUNTED MODULAR SOLID STATE DIMMERS, RATED AT 2404W. EACH DIMMER MODULE SHALL BE PROTECTED BY A 20 AMP PRIMARY CIRCUIT BREAKER, RATED AT I0p00 AIG. B. EACH DIMMER MODULE SHALL EMPLOY A TOROIDAL CHOKE TO ELIMINATE LAMP FILAMENT NOISE AND RADIO FREQUENCY. THE DIMMER MODULES SHALL BE 100% SOLID STATE, EMPLOYING SILICON CONTROLLED RECTIFIERS (56R). EACH DIMMER MODULE SHALL BE OPTICALLY ISOLATED FROM POWER LINES. G. THE DIMMER MODULE EFFICIENCY SHALL BE qq.q% AT FULL LOAD. THE DIMMER MODULE CONTROL VOLTAGE SHALL BE ZERO TO 15 VDC, AND SHALL BE OPTICALLY ISOLATED. EACH DIMMER MODULE SHALL HAVE A BYPASS OR OVERRIDE CONNECTOR THE DIMMER MODULE SHALL BE CONSTRUCTED ON 1/6" BLACK ANODIZED ALUMINUM AS A HEAT SINK. D. ALL DIMMER MODULES BREAKERS, AND TERMINAL BLOGK5, SHALL BE ASSEMBLED ON A 1/6" BLACK ANODIZED ALUMINUM &&RLATE FOR EASE OF INSTALLATION, OR FOR ADVANCE SHIPMENT OF THE ENCLOSURE FOR ROUGH -IN INSTALLATION. E. THE DIMMER PANEL AND DIMMER MODULE SHALL BE UL LISTED AND 05A APPROVED. THE DIMMER MODULE SHALL BE A TRUE UNIVERSAL DIMMER MODULE TO CONTROL INCANDESCENT, LOW -VOLTAGE, FLUORESCENT, GOLD CATHODE, NEON, OR FAN MOTOR LOADS. 2A3 MANUFACTURER/MODEL A. PANELBOARD DIMMING SYSTEM SHALL BE MANUFACTURED BY MARLIN CONTROLS, INC. OF DALLAS, TEXAS. CONTACT MARLIN GONROLS, INC. . EWTION 16421 - UTILITY SERVICE ENTRANCE AND DISTRIBUTION SYSTEM PART I - 6 1.01 SYSTEM DESCRIPTION A. THE UNDERGROUND ELECTRICAL SYSTEM SERVICE CHARACTERISTICS SHALL BE 206Y/l20 VOLTS, THREE PHASE, FOUR WIRE SERVICE SHALL EXTEND FROM UTILITY COMPANY TRANSFORMER SECONDARY. B. METERING OF ELECTRICAL USAGE SHALL BE LOCATED AS REQUIRED BY LOCAL ELECTRICAL UTILITY COMPANY. COORDINATE REQUIREMENTS WITH LOCAL UTILITY COMPANY. G. DISTRIBUTION SYSTEM ORIGINATES AT SECONDARY OF UTILITY TRANSFORMER AND INCLUDES SERVICE ENTRANCE CONDUIT AND CONDUCTORS, DISTRIBUTION EQUIPMENT, LIGHTING PANELBOARDS, UTILIZATION EQUIPMENT, OVERCURRENT DEVICES, DISCONNECTING, MEANS, CONTROLS, BRANCH AND FEEDER CIRCUITS, ETC. PART 2 - PROQ= . 2DI MATERIALS A. FURNISH SERVICE ENTRANCE CONDUIT, GABLE, AND MISCELLANEOUS HARDWARE AS, REQUIRED BY PLANS AND SPECIFICATIONS FOR ELECTRICAL SERVICE ENTRANCE AND SYSTEM GROUNDING, AT MAIN ELECTRICAL SERVICE. PART 3 - Ea2ur1oN 5.01 EXAMINATION AND PREPARATION A. COORDINATE EXACT LOCATIONS OF ELECTRICAL SERVICE UTILITY TRANSFORMER, METERING EQUIPMENT, SERVICE LATERAL, ETC. PRIOR TO GOMMMEMENT OF INSTALLATION. CONTACT ENGINEER WITH CONFLICTS PRIOR TO BID. B. ENSURE PAD MOUNTED TRANSFORMER 15 NOT LOCATED WITHIN ROADWAY OR SIDEWALK. C. COORDINATE WITH LOCAL ELECTRICAL UTILITY FOR ALL UTILITY COMPANY REQUIREMENTS AND PROVIDE FOR THE FOLLOWING ITEMS AND ANY OTHERS REQUIRED BY THE UTILITY: L CONCRETE PAD FOR UTILITY TRANSFORMER WITH REQUIRED DIMENSIONS AND DETAILS. 2. PRIMARY UNDERGROUND CONDUIT, EXCAVATION, AND BACKFILL REQUIREMENTS. 3. PAY FOR ALL FEES ASSOCIATED WITH ESTABLISHMENT OF ELECTRICAL SERVICE. PROPER SIZING AND RATING OF UTILM.' TRANSFORMER BY THE UTILITY. 4. FURNISH LIST OF LOADS TO THE ELECTRICAL UTILITY COMPANY SERVING THE FACILITY S. VERIFY THAT UTILITY COMPANY CLEARANCES ARE PROVIDED ON ALL SIDES OF UTILITY EQUIPMENT. D. ENSURE PROPER ACCESS TO UTILITY EQUIPMENT IS MAINTAINED. E. PROVIDE PULL ROPE, EXCAVATION IN ACCORDANCE WITH ELECTRICAL UTILITY COMPANY REQUIREMENTS, BACKFILL AND CONCRETE ENVELOPE FOR PRIMARY IN ACCORDANCE WITH ELECTRICAL UTILITY COMPANY REQUIREMENTS. TURN CONDUITS UP RISER POLE AS REQUIRED. GAP SPARE CONDUITS 12 INCHES ABOVE GRADE WITH PLUMBERS PIPE GAP. F. PROVIDE SECONDARY LUGS ON UTILITY TRANSFORMER AND PERFORM DRILLING AND INSTALLATION OF LUGS IN AGGORDANGE WITH UTILITY REQUIREMENTS. TYPE OF LU66 SHALL BE IN ACCORDANCE WITH ELECTRICAL UTILITY COMPANY REQUIREMENTS. CONNECT SERVICE CONDUCTOR TO TRANSFORMER SECONDARY LUGS AS DIRECTED BY ELECTRICAL UTILITY. ;ACTION 16441 - =LQ�D SWIT04M PART I -- PRO2= -1.01 MANUFACTURERS A. SQUARE D. B. 6ENERAL. ELEGTRIG. G. SIEMENS. D. CUTLER -HAMMER. 1.02 ENCLOSED SWITCHES A. NONRU5IBLE SWITCH ASSEMBLIES: NEMA KS I, TYPE GENERAL. DUTY FOR 250 VOLT AND 600 VOLT LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY OPERABLE HANDLE INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON POSITION. B. ENCLOSURES: NEMA KS I. 1. INTERIOR DRY LOCATIONS: TYPE I. 2. EXTERIOR LOCATIONS: TYPE 3R. NEGTION 164'i0 - PANELBOARDS PART I - PRODUCTS 1.01 MANUFACTURERS A. SQUARE D. B. GENERAL ELECTRIC. G. SIEMENS. D. CUTLER -HAMMER. 1.02 PANELBOARD FEATURES A. PANELBOARDS SHALL BE FULLY RATED 4 SHALL HAVE A MINIMUM SYMMETRICAL INTERRUPTING RATING TO MEET OR EXCEED THE AVAILABLE SYMMETRICAL INTERRUPTING FAULT CURRENT INDICATED ON PANELBOARD SCHEDULE. B. BUS BARS SHALL BE COPPER. G. PROVIDE FACTORY-IN5TALLED COPPER GROUND BUS IN EACH PANELBOARD WITH LU65 OR CONNECTORS ON BAR D. PROVIDE ELECTRICALLY ISOLATED, FACTORY INSTALLED COPPER, NBJTRAL BUS, IN EACH 3 PHASE, 4 WIRE PANELBOARD. E. IN ADDITION TO THE GROUND BUS REQUIRED BY PARAGRAPH 1.02D, PROVIDE FACTORY INSTALLED, ELECTRICALLY ISOLATED, COPPER GROUND BUS IN EACH PANELBOARD SERVING ISOLATED GROUND RECEPTACLES. F. MAIN LU65 AND MAIN CIRCUIT BREAKER LUGS SHALL BE U.L. LISTED FOR USE WITH BOTH ALUMINUM AND CAPPER WIRES. 6. PROVIDE PANELBOARD DOORS WITH CHROME -PLATED LOCKS AND CATCHES. ALL LOCKS SHALL BE KEYED ALIKE. PROVIDE TWO KEYS FOR EACH LOCK. PANELBOARD FRONTS SHALL HAVE ADJUSTABLE, INDICATING TRIM CLAMPS. H. PROVIDE THERMAL -MAGNETIC CIRCUIT BREAKERS WHICH ARE RATED FOR 40 DEGREES G AMBIENT TEMPERATURE. BREAKERS SHALL BE QUICK -MAKE, QUICK -BREAK TYPE TRIP WITH TRIP INDICATION SHOWN BY HANDLE POSITION OTHER THAN ON OR OFF. MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP HANDLE. TANDEM TYPE CIRCUIT BREAKERS SHALL NOT BE PERMITTED. I. PROVIDE TYPED DIRECTORY CARD WITH CLEAR HOLDER FOR EACH LIGHTING TYPE PANELBOARD. PART 2 - E)CQM 2.01 INSTALLATION A. PANELBOARDS SHALL BE MOUNTED AT HEIGHT ABOVE FINISHED FLOOR SUCH THAT THE HE1644T OF THE TOP -MOST BREAKER IN THE PANEL IS NOT MORE THAN 6-1/2 FEET ABOVE FINISHED FLOOR IN ITS HIGHEST POSITION. B. WHERE MULTIPLE PANELBOARDS ARE INSTALLED IN WALLS IN COMMON AREAS OF BUILDINGS, THE PANELBOARDS SHALL BE INSTALLED WITH THE TOP OF ALL PANELBOARDS AT THE SAME HE16HT. C. PROVIDE BLANK FILLER PLATES OVER ALL UNUSED SPACES IN PANELBOARDS. D. A TYPED DIRECTORY CARD SHALL INDICATE DEVICES BEING SERVED AND THE SPACE NAME WHERE THE DEVICE IS LOCATED. E. PROVIDE MINIMUM OF (1) 5/4 " EMPTY CONDUIT FOR EVERY 3 POLES OF SPARE BREAKER OR SPACE IN THE PANELBOARD. STUB CONDUIT TO NEAREST ACCESSIBLE CEILING, SPACE. LABEL CONDUIT AS SPARE AT PANELBOARD AND TERMINATION POINT. F. NON -ISOLATED GROUND BARS SHALL BE 6ROUNDEO TO PANELBOARD CAN AND MAIN SERVICE ENTRANCE GROUND BUS WITH A CODE SIZED GROUNDING CONDUCTOR INSTALLED IN THE SAME CONDUIT AS THE PHASE AND NSUTRAL CONDUCTORS. S. CIRCUITS USING A COMMON NEUTRAL SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. H. INSPECT EACH PANELBOARD FOR PROPER INSTALLATION, PHYSICAL DAMAGE, TIGHTNESS AND INSTALLATION OF OVERCURRENT DEVICES. VERIFY PROPER COLOR CODING OF CONDUCTORS. CORRECT OR REPAIR ALL ITEMS FOUND IN INSPECTION. I. NEUTRAL WIRES, GROUND HIRES, AND ISOLATED GROUND WIRES SHALL BE CONNECTED TO THE APPROPRIATE PANEL BUS BAR DO NOT MIX BUS ARE CONNECTIONS. SECTION 16500 - L16HTINS FIXTURES PART I - 6 IDI ACCEPTABLE MANUFACTURERS A. ASINDICATED ON LIGHTING FIXTURE SCHEDULE. B. BALLASTS I. ADVANCE ELECTRONIC BALLASTS OR APPROVED EQUAL. C. LAMPS 1. OSRAM-SYLVANIA 2. NORTH AMERICAN PHILIP5 3. GENERAL ELECTRIC, D. PROVIDE A COMPLETE RACEWAY SYSTEM IN ACCORDANCE WITH TELEPHONE UTILITY COMPANY ADDITIONAL OR VARYING REQUIREMENTS. E. TERMINATE EACH CONDUIT STUB -UP OR TERMINATION WITH NYLON INSULATED BUSHINGS. CONTRACTOR SHALL CONTACT THE OWNER AND VENDOR AND SCHEDULE THE WORK. 1.02 FIXTURE REQUIREMENTS A. PROVIDE RESULATIN6, HPF BALLASTS IN ALL HID LI6HITIN6 FIXTURES. HID LAMP TYPES SHALL BE AS SHOWN IN PHOTOMETRIC, TEST DATA. B. PROVIDE GLASS "P," UL LABELED, HPF, ENERGY SAVING BALLASTS IN ALL FLUORESCENT LIGHTIN6 FIXTURES. RECESSED FLUORESCENT LIGHTING FIXTURE BALLASTS SHALL BE PROVIDED WITH INTEGRAL THERMAL PROTECTION. G. PROVIDE RAPID START LAMPS FOR ALL FLUORESCENT FIXTURES. D. ALL LAMPS AND BALLASTS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NATIONAL ENERGY POLICY ACT OF Igg2. E. ALL COMPONENTS OF RECESSED FIXTURES SHALL BE ACGESSIBL.E WITHOUT DISTURBING FIXTURE, IN OR ON CEILING. F. ENERGY SAVING BALLASTS AND ENERGY SAVING LAMPS PROVIDED SHALL BE COMPATABLE FOR OPERATION TOGETHER. 6. EXTERIOR FIXTURES AND POLES SHALL BE SUITABLE FOR EXTERIOR USE, SHALL BE U. L. LISTED, AND SHALL BE A STANDARD DESIGN FOR EXTERIOR APPLICATION. H. EXTERIOR POLES FOR FIXTURES WITH LUMINAIRES INSTALLED SHALL BE DESIGNED FOR MAXIMUM CONSTANT VELOCITY WIND LOAD WITH LUMINAIRES INSTALLED, APPLICABLE TO THE OE06RAPHIC AREA. ;t ''••:;i► I SHUJI OKUDA 1....... ... ..A 1:54327 ;.............................. A 3 IONA . �G ab.0`t THE SEAL RING ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 . S�n=-, 0 » Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 12 Northwest Highway Tel (214) 350-6497 Suite 03, Lock Box 30 Fax (214) 350-647 UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON - FEBRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 Cy- W W W W z Z 0 V) U W ■■ W w W 0 z lu� w W n n-,**, Q L� � JOB NO.061 q REVISIONS NO. DATE 1M N LO r (N X W V) s 00 M W Co 0 N elk I W OO 2 0; ac t 0 N av Ir m W VY g N 1* Ln DESCRIPTION DATE 02-16-2007 SHEET SP3 V, CONTRACTOR VERIFICATION RESPONSIBILITIES CONTRACTOR SHALL REPORT ANY DISCREPANCIES, OM15510N5 OR INCONSISTENCIES ON THE DRAWINGS TO THE ARCHITECT FOR VERIFICATION BEFORE STARTING CONSTRUCTION. OWNER AND ARCHITECT ARE NOT RE5PON515LE FOR ANY ERRORS IN CONSTRUCTION WHERE SUCH DISCREPANCIES, OMISSIONS OR INCONSISTENCIES HAVE NOT BEEN PROPERLY REPORTED IN A TIMELY MANNER. 1.03 CONTROLS A. LIGHTING CONTACTORS SHALL BE ASCO WITH TYPES AND QUANTITY SHOWN ON DRAWINGS. 1.04 EMERGENCY LIGHTING UNITS A. BATTERIES SHALL SUPPLY EMERGENCY POWER FOR LIGHTING WITH MINIMUM OPERATING TIME OF 1-1/2 HOURS. B. EMERGENCY LIGHTING SHALL BE AUTOMATICALLY OPERATIONAL UPON NORMAL UTILITY POWER FAILURE. PART 3 - mg. CUTION 3.01 INSTALLATION A. LIGHTING FIXTURES SHALL BE STRUCTURALLY SUPPORTED. FLUORESCENT FIXTURES MOUNTED IN DROPPED CEILINGS SHALL BE SUPPORTED BY AND ATTACHED TO CEILING SYSTEM AS REQUIRED BY NEC 410-16(C). IN ADDITION FLUORESCENT TROFFERS SHALL BE SUPPORTED AT TWO OPPOSITE CORNERS TO BUILDING STRUCTURE. B. RECESSED FIXTURES IN DROPPED CEILING AREAS SHALL BE CONNECTED TO POWER SOURCE USING FLEXIBLE CONDUIT. FLEXIBLE CONDUIT SHALL CONTAIN A SEPARATE INSULATED GREEN NO. 12 COPPER GROUND WIRE. FLEXIBLE CONDUIT SHALL BE CONNECTED TO JUNCTION BOX AND FIXTURE. GREEN GROUND WIRE SHALL PROVIDE GROUND CONTINUITY BETWEEN CONDUIT SYSTEM AND FIXTURE. GROUNDING CONDUCTORS SHALL BE PERMANENTLY AND MECHANICALLY CONNECTED BETWEEN FIXTURE AND CONDUIT SYSTEM SO AS TO BE ELECTRICALLY CONTINUOUS. C. FIXTURES SURFACE MOUNTED ON EXPOSED TEE BAR CEILINGS SHALL USE GRIP CLAMPS ON TEE BARS TO SUPPORT FIXTURES. D. LOCATE NO SPLICE OR TAP WITHIN AN ARM, POST, OR POLE. WIRE SHALL BE CONTINUOUS FROM SPLICE IN OUTLET BOX OF BUILDING WIRING SYSTEM TO LAMP SOCKET OR BALLAST TERMINALS. E. MAINTAIN THE INTEGRITY OF ENCLOSURES ON ENCLOSED AND GASKETED FIXTURES. MINIMIZE THE NUMBER OF ENCLOSURE PENETRATIONS AND MAKE SUCH PENETRATIONS WATER AND DUST TIGHT WITH APPROPRIATE GASKETS AND FITTINGS. F. CONCRETE BASES SHALL BE PROVIDED FOR ALL EXTERIOR GROUND MOUNTED OR POLE MOUNTED FIXTURES. G. INSTALL ACCESSORIES FURNISHED WITH EACH FIXTURE. H. WIRING FROM POLE 5ASE5 TO POLE MOUNTED LUMINAIRE SHALL BE NO. 12 WITH FUSE PROTECTION BY A 30 AMP, 600 VOLT WATERPROOF FUSE14OLDER WITH BUSSMAN 'LIMITRON' FUSE OF AMPERE RATING 3 TIMES THE LOAD CURRENT. I. SURFACE AND RECESSED FIXTURES ON OR IN PLASTERED OR DRYWALL CEILINGS SHALL BE SUPPORTED BY SUPPORT CHANNELS. SUPPORT CHANNELS SHALL SPAN ACROSS MAIN SUPPORT CHANNELS AND SHALL NOT DEPEND UPON CEILINGS FOR SUPPORT. 3.02 FIELD QUALITY CONTROL A. RELAMP FIXTURES THAT HAVE FAILED LAMPS AT SUBSTANTIAL COMPLETION. SECTION 16741 - TELEPHONE SERVICE PART 1 - GAL 1.01 WORK INCLUDED A. FURNISH AND INSTALL TELEPHONE SYSTEM CONSISTING OF EMPTY CONDUITS JUNCTION BOXES, OUTLET BOXES, DEVICE PLATES, ETC., AS SPECIFIED AND SHOWN 6N OWNER SELECTED VENDOR WIRING SCHEMATICS. CABLE EQUIPMENT, AND INSTALLATION OF THE INTERIOR SYSTEM WILL BE PROVIDED BY TIME OWNER'S SYSTEM VENDOR. B. PROVIDE UNDERGROUND PVC, SCHEDULE 40, SERVICE CONDUIT AS REQUIRED BY PLANS. C. TELEPHONE UTILITY COMPANY WILL PROVIDE SERVICE ENTRANCE CABLE. D. INTERIOR TELEPHONE SYSTEM WILL BE FURNISHED BY OWNER'S VENDOR. E. SPECIAL BACKBOXES WILL BE FURNISHED BY THE OWNER'S VENDOR. PART 2 - PRODUCTS 2.01 MATERIALS A. PROVIDE 4-11/16" SQUARE BOXES WITH PLASTER RINGS. PROVIDE DEVICE PLATES FOR TELEPHONE OUTLETS TO MACH THOSE SPECIFIED IN SECTION 16141. PROVIDE SEPARATE CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE FROM EACH OUTLET. B. MINIMUM CONDUIT SIZE SHALL BE 3/4 ". C. PROVIDE LIGHTNING ARRESTER FOR TELEPHONE SERVICE ENTRANCE AT MAIN TELEPHONE BACKBOARD IN ACCORDANCE WITH UL96A PARAGRAPH 11.2 AND NFPA 780. D. CABLE SHALL BE IN CONDUIT WHERE INSTALLED IN WALLS OR ABOVE INACCESSIBLE CEILING SPACES. PART 3 - EXECUTION 5.01 INSTALLATION A. LEAVE ONE #10 EQUIVALENT NYLON PULL WIRE IN EACH TELEPHONE CONDUIT. B. PROVIDE TRENCHING BACKFILLING ETC. FOR INSTALLATION OF SERVICE ENTRANCE CONDUIT IN ACCORDANCE WITH OTHER DIVISIONS, PLANS, AND TELEPHONE UTILITY REQUIREMENTS. PROVIDE PULL WIRE IN EMPTY CONDUIT. C. COORDINATE WITH THE LOCAL UTILITY FOR POINT OF SERVICE AND TYPE OF SERVICE REQUIRED. PAY FOR ANY UTILITY COMPANY CHARGES AND FEES FOR ESTABLISHMENT OF SERVICE. SECTION 16761 - SPMAL SYSTEMS EART 1 - GAL 1.01 WORK INCLUDED A. FURNISH AND INSTALL RACEWAY SYSTEM FOR MUSIC/COMMUNICATIONS SECURITY, CATV, CCTV AND OTHER OWNER- FURNISHED SYSTEMS, CONSISTING OF EMPTY CONDUITS JUNCTION BOXES OUTLET BOXES, AND DEVICE PLATES, ETC., AS SPECIFIED AND S�OWN ON OWNER RLECTED VENDOR WIRING SCHEMATICS. CABLE, EQUIPMENT, AND INSTALLATION OF THE INTERIOR SYSTEM WILL BE PROVIDED BY THE OWNER'S SYSTEM VENDOR. B. INTERIOR SYSTEM EQUIPMENT WILL BE FURNISHED BY OWNER'S VENDOR. C. INSTALL SPECIAL BACKBOXES FURNISHED BY THE ELECTRICAL CONTRACTOR. PART 2 - PRODUCTS 2.01 MATERIALS A. PROVIDE 4"-11/16" SQUARE BOXES, WITH PLASTER RINGS. PROVIDE DEVICE PLATES FOR SYSTEM OUTLETS AS SPECIFIED IN SECTION 16141. PROVIDE SEPARATE CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE FROM EACH OUTLET. B. CABLE SHALL BE IN CONDUIT WHERE INSTALLED IN WALLS OR INACCESSIBLE CEILINGS. C. MINIMUM CONDUIT SIZE SHALL BE 3/4 ". PART 3 - EXECUTO 3.01 INSTALLATION A. FURNISH AND INSTALL CONDUITS, JUNCTION BOXES, OUTLET BOXES, AND PLATES. B. LEAVE ONE #10 EQUIVALENT NYLON PULL WIRE IN EACH SYSTEM CONDUIT. C. PROVIDE A COMPLETE RACEWAY SYSTEM IN ACCORDANCE WITH .INTERIOR SYSTEM VENDOR REQUIREMENTS. INTERIOR SYSTEM VENDOR SHALL REVIEW THE DRAWINGS. CONTRACTOR SHALL PROVIDE FOR ANY ADDITIONAL OR VARYING REQUIREMENTS, D. FINAL CONNECTIONS AND TESTING OF SYSTEMS WILL BE PROVIDED BY THE SYSTEM VENDOR. CONTRACTOR SHALL CONTACT THE OWNER'S VENDOR AND SCHEDULE THE WORK SO AS TO COMPLETE SYSTEM INSTALLATION AND TESTING PRIOR TO OCCUPANCY OF THE FACILITY. E. TERMINATE EACH CONDUIT STUB -UP OR TERMINATION WITH NYLON INSULATED BUSHING. SECTION 16913 MECHANICAL EQUIPMENT CONTROLS FART I - PRODUCTS 1.01 CONTROL WIRING A. ALL CONTROL WIRING FOR MECHANICAL EQUIPMENT SHALL BE PROVIDED IN CONDUIT WITH J-BOXES UNDER DIVISION 16. CONTROL COMPONENTS FOR MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY DIVISION 15. PART 2 - EXECUTION 2.01 INSTALLATION A. WHERE VOLTAGE CHARACTERISTICS DIFFER, PROVIDE TRANSFORMERS, BREAKERS OR SWITCHING IN ORDER TO CONNECT ALL EQUIPMENT TO ITS RATED VOLTAGE. B. REVIEW MECHANICAL SPECIFICATIONS AND DRAWINGS PRIOR TO BIDS TO PICK UP ALL CONDUIT AND WIRING FOR MECHANICAL CONTROLS, STARTERS, ETC. M N N r_ N a x LEI __J L,J LIJ F_ C) LiJ F_ N SPECIAL NOTES: FLOOR BOXES SHALL BE WIREMOLD 880 SERIES DEEP BOX WITH NO. OF GANG A5 REQURIED. PROVIDE CAST IRON BOX WHEN IT 15 REQUIRED BY BY AUTHORITY HAVING JURISDICTION. PROVIDE BRASS COVER PLATES AND ALL cf� ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. 2. MATERIAL, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A MIN. PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING W THE PERIOD SHALL BE REPAIRED/ADJUSTED/CORRECTED AT THE ELECTRICAL CONTRACTOR'S a_ �-- EXPENSE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR MATERIAL FURNISHED DURING THE SAME PERIOD. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EQUIPMENT AND SYSTEMS W W AGAINST HARMFUL EXPOSURE, OR ACCUMULATION OF DIRT/MOISTURE, FLOODING, CORROSION, OR OTHER FORMS OF DAMAGE. CLEAN AND RESTORE DAMAGED FINISHES AND EQUIPMENT TO PLACE INSTALLATION IN A LIKE -NEW CONDITION. > 4. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED AND TESTED FOR PROPER W OPERATION. AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND W n EQUIPMENT, THE SYSTEM SHALL BE TESTED FOR SHORTS AND GROUNDS. ALL HOT AND NEUTRAL CONDUCTORS, IF SHORTED OR GROUNDED SHALL BE REMOVED AND REPLACED. ALL METERS, INSTRUMENTS, CABLE CONNECTIONS, EQUIPMENT OR APPARATUS NECESSARY FOR MAKING ALL TESTS, SHALL BE FURNISHED BY THIS CONTRACTOR AT 14I5 OWN EXPENSE. 5. TOUCH-UP OR REFINISH DAMAGED SURFACED OF FIXTURES AND EQUIPMENT. 6. CONCEAL WIRING SYSTEM ABOVE SUSPENDED CEILINGS OR IN WALL OR FLOOR CONSTRUCTION WHERE POSSIBLE. INSTALL CONDUIT PARALLEL TO BUILDINGS LINES AND TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, STRUCTURE, ETC. 7. INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO MORE THAN FOUR (4) 90 DEGREE BENDS. SECURELY FASTENED IN PLACE WITH STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. DO NOT SUPPORT CONDUIT FROM SUSPENDED CEILING GRID OR SUSPENSION WIRES. REAM CONDUIT ENDS BEFORE INSTALLATION AND THOROUGHLY CLEAN BEFORE INSTALLATION. OPENINGS SHALL BE PLUGGED OR COVERED TO KEEP CONDUIT CLEAN. TERMINALS ON SWITCHES AND RECEPTACLES SHALL NOT BE USED TO "FEED-THRU" TO THE NEXT SWITCH OR RECEPTACLE. THE DISCONNECTING OR REMOVAL OF A DEVICE FROM A BOX SHALL NOT INTERFERE WITH OR INTERRUPT THE CONDUCTOR CONTINUITY. 8. RECESSED INCANDESCENT FIXTURES SHALL BE THERMALLY PROTECTED OR UL APPROVED FOR INSULATED CEILINGS AS APPLICABLE. 9. ALL FLUORESCENT LIGHTING FIXTURES INSTALLED IN SUSPENDED CEILING SHALL BE SUPPORTED FROM THE UNDERSIDE OF THE ROOF STRUCTURE, INDEPENDENT OF THE CEILING SYSTEM, DUCTWORK AND PIPING, AND IN ACCORDANCE WITH ASTM C-636 SECTION 217. 10. RACEWAYS, CABLE ASSEMBLES, BOXES, CABINETS, AND FITTINGS SHALL BE I. SECURED AND SUPPORTED IN ALL ROOF/CEILING AND FLOOR/CEILING ASSEMBLIES REQUIRED IN NEC SECTION 300.11. 11. ALL ELECTRICAL SYSTEM CIRCUITS AND COMPONENTS TO BE INSTALLED AS REQUIRED BY THE NEC, 2002 EDITION, OBC CHAPTER 27, AND ALL LOCAL ORDINANCES. 12. PROVIDE COMPLETE GROUNDING AND BONDING OF ELECTRICAL SYSTEM COMPONENTS AS REQUIRED IN NEC ARTICLE 250, SUBPARTS III, IV AND V. 13. TENANT 51GNAGE ELECTRICAL SYSTEMS TO BE INSTALLED A5 REQUIRED IN NEC ARTICLE 600. 14 CLASS 1, CLASS 2, AND CLASS 3 REMOTE CONTROL, SIGNALLING AND POWER -LIMITED CIRCUITS SHALL BE INSTALLED AS REQUIRED IN NEC ARTICLE 725. 15. FIRE ALARM AND COMMUNICATION SYSTEM CIRCUITS SHALL BE INSTALLED AS REQUIRED IN NEC ARTICLE 760 AND 800 RESPECTIVELY. 16. ELECTRICAL SYSTEM COMPONENTS AND OVER CURRENT DEVICES SHALL BE PROVIDED TO MEET THE REQUIREMENTS OF NEC SECTIONS 110.9 AND 110.10 17. COMMUNICATIONS WIRES AND CABLES WITHING THE BUILDING SHALL BE INSTALLED AS REQUIRED IN NEC ARTICLE 800 SUBPART V. 18 AIR CONDITIONING EQUIPMENT AND RELATED CIRCUIT COMPONENTS TO BE INSTALLED AS REQUIRED IN NEC ARTICLES 110 AND 440 4 AJH. 19. INSTALLATION OF EMERGENCY EQUIPMENT AND CIRCUITS SHALL COMPLY WITH NEC ARTICLE 700 20. ELECTRICAL WORK SHALL COMPLY WITH CHAPTER 27 OF THE 01410 BUILDING CODE AND THE 2002 NATIONAL ELECTRIC CODE. � P.�E OF SHUJI OKUDA 54327 i G i�TP�A THE SEAL RING ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 JOB NO.061G REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET 10 w systems Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 1W.2 Northwest Highway Tel (214) 350-64t17 UNDER THE AUTHORITY -OF SHOJI OKUDA P.E. #54327 ON FEBRUARY 16, 2007 � Suite 12ex Look Box 30 Fax (214) o 06062 J Dallas, Texas 75220 SAI Job No 06062 SP4 GENERAL NOTES Buildinq Code: International Building Code (IBC), 2003 Ed. S7 All welds shall be performed using E70 electrodes. All fillet welds shall be '/" unless WOOD FRAMING otherwise noted. Design Gravity Loads: W1 Interior beams, joists and headers shall be kiln dried, #2 grade Douglas Fir Larch, with an 88 All structural steel, except embedded items, shall be painted with one shop coat of allowable bending stress (Fb) of 875 psi minimum, an allowable shear stress (Fv) of 95 psi Roof Dead Load 20 psf rust inhibitive paint. minimum and a Modulus of Elasticity (E) of 1,600,000 psi. Exterior beams and joists shall be Roof Live Load (Reducible) 20 psf #1 grade Western Cedar with an allowable bending stress (Fb) of 975 psi, an allowable shear Ground Snow Load 5 psf S9 All lintel angles for masonry veneer shall be L5x5x3/8 (LLV) unless otherwise noted. stress (Fv) of 140 psi minimum, and a Modulus of Elasticity (E) of 1,000,000 psi. Provide 8" minimum bearing at each end of lintel angles supported by masonry Design Wind Li (3 Sec Gust Wind Speed - 90 mph, Exposure C) veneer. W2 Posts and/or columns shall have an allowable compressive stress parallel to grain of 725 psi Walls (MWFRS) 15.5 psf S10 Structural drawings shall not be reproduced in whole or in part for shop drawing (minimum). Walls (C&C) 18.8 psf submittals. Net Roof Uplift 8.6 psf W3 Multiple member wood beams shall be bolted together with one 9/" diameter bolt top and Open- Web Steel Joists and Joist Girders: bottom over all supports and/or ends of beam, in addition to being nailed as per Building Code Foundations: requirements. J1 All steel joists and joist girders shall be detailed, fabricated and erected in F1 All piers shall be belled to the diameters noted following a 18 foot minimum accordance with AISC and SJI specifications for open web steel joists, "K" series, W4 All premanufactured connecting hardware shall be Simpson Strong Tie metal hangers as penetration in yellowish -brown and gray shaly clay with a net bearing value of 5,000 psf and joist girders. manufactured by the Simpson Company or approved equal unless detailed otherwise. The in accordance with the soils analysis report no. 342-65027 dated March 22, 2006 type hanger used and its installation shall be as recommended by the manufacturer for the prepared by Professional Service Industries, Inc. Refer to typical pier detail 1/S3. J2 Steel joists shall be welded to supporting members unless noted otherwise. Steel member size and applied load supported. joists and joist girders shall be bolted to supports at column locations. F2 Belling at the top of the piers shall be avoided. Should belling occur at the top of W5 Where multiple joists or headers occur there shall be a stud for each member of the beam, i.e. the piers, sonotube forms shall be used to extend the pier to the proper elevation. J3 All horizontal bridging shall be welded or bolted to joists. provide double studs under double joists. F3 Fibreboard void forms under grade beams shall be as manufactured by the container J4 Steel joists, joist girders and accessories shall be painted with one shop coat of rust W6 Typical roof framing shall be prefabricated roof trusses capable of spanning as shown on the Corporation of America and fabricated by Voidco or approved equal. Installation inhibitive paint. plans. Truss shall be designed to support a minimum of 20 psf live load and/or wind loads as shall be as recommended by the manufacturer. Void forms shall have a minimum prescribed by the 2003 edition of International Building Code in addition to a 20 psf dead load. depth of 12 inches. J5 Bottom chords of joists and joist girders at column locations shall be welded to Trusses supporting additional mechanical loads shall be designed for those loads plus the column connection plates after complete installation of the roof assembly. previously mentioned loads. Verify all mechanical load with mechanical contractor. F4 Grade beams dimensions and/or locations may not be altered without approval by the engineer. J6 Steel joists designated with the term "ADDLOAD" shall be designed by the manufacturer to support the concentrated loads indicated on the roof framing plan, W7 Trusses shall have a maximum deflection of span length/360 under full dead and live design F5 All organic and deleterious material, and or any other unsuitable material, shall be located anywhere along the joist, in addition to a dead load of 20 psf and the code- loads. removed within the building pad area, and beyond openings and other settlement required live loads. sensitive areas. W8 Roof truss supplier shall verify and coordinate all truss dimensions with architect's and J7 The design of the joists designated as "SP" shall consider the additional loads engineer's plans. Supplier shall submit shop drawings with engineer's certification for approval i� F6 Slabs shall rest on a 10 mil vapor barrier over 4 feet of select fill. The select fill shall created by ponding water due to deflections as per Section 1611.7 of the Uniform prior to fabrication showing all lumber grades, connection details and design loads for each have a plasticity index (P.I.) between 6 and 15, a maximum liquid limit of 35, and Building Code. different truss. Shop drawings shall clearly indicate where rafter extensions or additional shall be compacted in lifts not to exceed 8" in thickness to a density not less than conventional framing is required by others to complete overhang, platforms, connecting roofs, 95% of Standard Proctor density at a moisture content ranging between -2 and+3 Metal Deck: etc. percent of the optimum moisture content. D1 All metal roof deck shall be 11/" 22 gage type B deck as manufactured by Vulcraft or W9 Manufactured trusses shall have bridging spaced at 8'-0" maximum or as noted on plans, or F7 All subgrade preparation, fill and fill placement, and foundation construction shall approved equal. Roof deck shall be welded to supporting members around as per the manufacturers specifications. be performed in strict accordance with the structural plans and the soils analysis perimeter edge for diaphragm action with 3/8"x3/4" elongated plug weld in a 36/7 report listed above and shall be observed, tested, and approved by a qualified pattern as follows: SPECIAL INSPECTIONS (Per IBC 2003, Chapter 171 geotechnical engineer prior to proceeding. a.) Edge welds parallel to sheets 6" on center. S11 The registered design professional in responsible charge (RDPiRC) for this project is the F8 The subgrade preparation below the slab shall be performed by using on -site b.) End welds at transverse supports 6" on center. Architect. Submit all inspection reports directly to the RDPiRC for review. Also, submit soils to within 4 feet of finished subgrade, followed by preswelling to a depth the structurally related special inspection reports to the structural engineer for review. of 12 feet via water pressure injection, then capping the building pad with In addition, the deck shall be welded at all intermediate supports at 6" on center. 4 feet of non -expansive select fill. Side laps shall be fastened with #10 Teks, 3 per span. S12 The RDPiRC contracts with or is employed by the owner. In order to comply with the code requirements, the RDPiRC and the special inspectors and testing technicians may Refer to the above referenced geotechnical report for extent and details of these D2 All metal deck panels shall span across a minimum of four joists or beams. not be in the employ of the general contractor, subcontractors or material suppliers. to operations and materials. the case of an owner/contractor, the building official shall specify who employs the D3 All metal roof deck shall receive one shop coat of rust inhibitive paint. RDPiRC, special inspectors and testing technicians. F9 Slabs -on -grade have been designed in accordance with the ACI Building Code (ACI 318-99). Cold Rolled Steel Framinq System: S13 Inspection of fabricators - Fabricator shall submit to the RDPiRC, with a copy to the owner and the general contractor, a certificate of compliance stating that he fabricated F10 Any standing water on the surface of the vapor barrier shall be removed or dried CR1 All studs, lintels, joists, runner tracks and accessories shall be manufactured from his work either under the inspection services of a special inspector or under the prior to concrete placement. galvanized steel sheets as follows: inspection services of a nationally recognized trade organization that requires quality control inspections. Concrete: a.) Studs, lintels, and joists shall be fabricated from ASTM A-653-99a grade C steel (33,000 psi minimum yield point). <<The following special inspections in table form are required only if marked by a 'X, 'C', or'P'. C1 Concrete work shall be executed in strict accordance with the latest American b.) Runner tracks shall be fabricated from ASTM A-653-99a grade A steel (33,000 X- denotes that the inspection is required, one time occurance. Concrete Institute Building Code (ACI 318-02). psi minimum yield point). C - denotes that the inspection is required and shall be continuous. c.) Hot -dipped galvanized coating shall conform to ASTM A-653-99a requirements. P -denotes that the inspection is required and shall be periodic, refer to 'Remarks' for frequency. C2 Concrete specifications shall be as follows: "Mark" fields that are left blank are not required for this project. >> 28 Day Strength Aggregate _Slump CR2 Fabrication and erection of members shall be in strict accordance with the 3,000 psi H.R. 3" - 5" manufacturer's recommendations. S14 Structural Steel Construction Portland Cement shall conform to ASTM C-150. Aggregate shall conform to ASTM Mark Description Remarks C-33 (H.R.). All concrete shall be proportioned to have a maximum water/cement CR3 All load -bearing and exterior wall studs shall be 60OS162-43 channel type steel X Review structural steel mill certificates and test reports (ASTM A 6). ratio of 0.55. sections with a minimum moment of inertia of 2.316. X Verify structural steel identification markings (applicable ASTM). X 'Verify high -strength bolts, nuts and washers identification markings C3 See architectural and mechanical plans for verification of all depressions, openings, CR4 Horizontal strap bracing shall be attached to both sides of the load -bearing and to conform to ASTM standards specified. l cast -in -place accessories, etc. exterior wall studs at one-third and two third the height of the studs. X Review manufacturers certificate of compliance for high -strength bolts nuts and washers. l C4 Job site conditions shall be verified by the contractor prior to the fabrication of CR5 Top and bottom runner tracks of exterior and load -bearing interior walls shall be X Verify weld filler material identification markings to conform to AWS materials. securely anchored to the roof or joist structure overhead and the floor structure specifications. l {' below by welding, nailing, or bolting as applicable. X Review manufacturers certificate of compliance for weld filler material. 1 k C5 1-1/2" deep sawed or formed control joints shall be provided where shown on the P Inspection of post -installed steel anchors to verify material specification, 50% of each connection type. Drawings or so that the total area enclosed by such joints does not exceed square CR6 Welded connections shall be wire brushed and brush -coated with a galvanized embedment depth, proper installation, and torque if applicable. l feet. paint. Provide 2'-0 long short web reinforcement channel on each side of each C Inspection of complete and partial penetration groove welds (AWS D1.1). cantilevered joists. C Inspection of multipass fillet welds (AWS D1.1). I C6 Fly ash shall not be used as a constituent in the concrete. P Inspection of single -pass welds < 5/16" (AWS D1.1). 150% of each connection type. CR7 Contractor shall furnish complete shop drawings of the structural steel and cold P Inspection of floor and deck welds (AWS D1.3). 150% of each connection type. C7 All floor slabs shall be constructed to have a minimum flatness of Ff-- 35 and a rolled steel for approval by the engineer. P Inspection of high -strength snug -tightened bearing -type bolted of each snug -tightened minimum levelness of FL= 25. connections (connected materials are snug and drawn together). l50% connection detail. Masonry: C Ilnspection of high -strength fully -tensioned bearing -type bolted Concrete Anchors and Shear Connectors: connections RISC LRFD Section M2.5 . ( ) M1 All concrete block shall be ASTM C-90, Grade N-1, with a minimum compressive C Inspection of high -strength slip -critical bolted connections (AISC LRFD Al Shear connections shall be Nelson fluxed Headed studs or approved equal. Studs strength of 1,900 psi, average net area. Section M2.5). l shall be automatically end welded in the shop or in the field. All stud welds shall C Inspection of welding of reinforcing steel resisting flexural, axial or shear be made in accordance with recommendations of the Nelson Stud Welding M2 All mortar for unit masonry shall be ASTM C-270, Type S, with a minimum 28-day forces (AWS D1.4). l Division, Lorain, Ohio. Headed studs shall be manufactured of C-1015, C-1017, or compressive strength of 2,000 psi. All grout should correspond to the requirements X Inspection of steel frames to verify compliance with the details shown C-1020 cold drawn steel conforming to ASTM specification A-108-58T. of ASTM C-476, with a minimum 28-day compressive strength of 2,500 psi. on the approved constr. documents; details such as bracing and Portland cement (ASTM C-150) shall be used in all mortars and grout instead of stiffening, member locations, and application of each joint detail. A2 Concrete anchors shall be Red Head Self -Drilling Concrete Anchors or Red Head masonry cement. Flush Concrete Anchors as manufactured by ITW, Inc., of Michigan City, Indiana, or S15 Concrete Construction approved equal. M3 All concrete masonry tested in accordance with ASTM E-447 shall have a minimum Mark Description Remarks 28-day compressive prism strength of 1,500 psi (fm). P Inspection of reinfocing steel, including prestressed tendons, and before placement of Reinforcement: placement and verify specified cover (ACI 318:3.5, 7.1-7.7). (Once concrete for each pour. M4 All head and bed joints shall be completely filled with mortar. All reinforcement P Inspect bolts to be installed in concrete prior to and during placement of Once before placement of R1 All reinforcement shall conform to ASTM A-615 Grade 60. shall be completely surrounded by mortar or grout, and shall have a minimum concrete. concrete for each pour. mortar covering of 5/8" from the exterior face. P Verify use of required mix design (ACI 318: Ch. 4, 5.2-5.4). Each batch, each pour. R2 Reinforcing steel shall be designed, detailed, fabricated and placed in accordance C At the time fresh concrete is sampled to fabricate specimens for strength with the latest ACI Detailing Manual (SP-66) and CSRI Manual of Standard Practice. M5 All vertical cells, bond beams, and lintels containing reinforcing bars shall be tests, perform slump and air content test, and determine the temp. completely filled with grout. Masonry walls shall have cured to a sufficient strength, of the concrete (ACI 318: 5.6,5.8). R3 Provide 245 bars each side of all openings. Extend bars Z-0" past openings in each or shall be adequately braced and shored, to resist the lateral pressure of the grout C Inspection of concrete and shotcrete placement for proper application l direction, during placement. Shore all horizontal masonry beams and lintels for 28 days after techniques (ACI 318: 5.9,5.10). grouting or until the masonry reaches a compressive strength of 1,500 psi prior to P Inspection for maintenance of specified curing temp. and techniques (Once before placement of R4 Corner reinforcing bars shall be used at all corners and intersections. See typical removing the shores and braces. (ACI 318: 5.11-5.13). concrete/shotcrete for ea. pour. detail. Inspection of prestressed concrete force application (ACI 318: 18.20). 1 M6 A continuous bond beam shall be placed as the top course of all concrete masonry (Inspection of prestressed concrete grouting of bonded tendons in the l R5 Splices in reinforcement shall occur at points of minimum stress and lap 30 bar walls unless otherwise detailed. The bond beams shall be reinforced with 2 - #5. seismic -force -resisting system (ACI 318: 18.18.4). C diameters minimum unless noted otherwise. Vertical wall reinforcement shall penetrate 6" minimum into the bond beams. (Erection of precast concrete members, including tilt -wall panels (ACI leach 20% of erected members fbr 318: Ch. 16). Inspection of tilt -wall bracing per approved shops. scheduled lift (minimum 3). R6 Except as provided in the ACI Code (318-99), all welding of reinforcement shall M7 Reference lintel schedule for typical masonry lintel reinforcement. Extend P Verification of in -situ concrete strength, prior to stressing tendons in conform to "Recommended Practices for Welding Reinforcing Steel, Metal Inserts, reinforcement 2'-0" minimum beyond each end of lintel. post tensioned concrete and pior to removal of shores and forms Per ACI 318: 5.6, 5.8from and Connections in Reinforced Concrete Construction" (AWS D12.1). beams and structural slabs (ACI 318: 6.2). M8 All horizontal joint reinforcement shall be fabricated of galvanized double or triple R7 Provide one #4x4'-0" diagonal bar at all re-entrant corners. See foundation plans. 9 gage wire as required conforming to ASTM A-82. Lap all horizontal joint S16 Masonry (Level 1) Constr. - No masonry requiring special inspections exist for this project. reinforcement 6" minimum. S17 Soils Structural Steel: M9 Provide temporary bracing and shoring for all masonry walls to resist all lateral Mark Description Remarks S1 All wide -flange beams shall be ASTM A-992 (Fy=50 ksi), all tube columns shall be loads during construction until the masonry has been properly anchored to the X Site preparation - Prior to placement of the prepared fill, the special inspector shall determine that the site has been prepared in ASTM A-500, Grade B, all steel pipe columns shall be ASTM A-53, Grade B, and all building structure and has reached a minimum compressive strength of 1,500 psi. accordance with the approved soils report. other steel shall be ASTM A-36. P During fill placement - During placement and compaction of the fill Beginning of placement of each S2 Structural steel shall be detailed, fabricated, and erected in accordance with ASIC material the special inspector shall determine that the material lift as specified in the contract being used and the maximum lift thickness comply with the documents. specifications. approved report. S3 All shop and field welding shall be executed by certified welders in accordance P Evaluation of in -place density - The special inspector shall determine, at with the latest edition of the American Welding Society specifications. the approved frequency, that the in -place dry density of the compacted fill complies with the approved report. S4 Shop connections shall be welded unless noted otherwise. Field connections shall S18 Pile Foundations -No pile foundations requiring special inspections exist for this project. be as indicated on the drawings. S5 All erection bolts shall be ASTM A-307. All permanent bolts shall be ASTM A-325. S19 Pier Foundations - Special Inspections for piers are not required. Refer to IBC 109 for building official inspections. S6 Design of connections shall be performed by the fabricator under the supervision of a registered engineer. Connections shall conform to AISC specifications, and shall be capable of supporting 55% of the maximum load of the member for the span shown and the material specified in the AISC Handbook, Ninth Edition. 1 ABBREVIATIONS LIST ABBREV. DEFINITION & AND AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ARCH JARCHITECTURAL ASTM JAMERICAN SOCIETY FOR TESTING AND MATERIALS AWS JAMERICAN WELDING SOCIETY BL IBLOCK LINTEL BOS (BOTTOM OF STEEL BOT I BOTTOM / BOTTOM OF BRG IBEARING CJ (CONTRACTION JOINT CL ICENTER LINE CLR ICLEAR CMU (CONCRETE MASONRY UNIT CONC ICONCRETE CONN CONNECTION CONST (CONSTRUCTION C-fG (CORNER TRUSS GIRDER CONT ICONTINUOUS DIA, O IDIAMETER EIFS (EXTERIOR INSULATION AND FINISH SYSTEM I EJ IEXPANSION JOINT I ELEV (ELEVATION EQ (EQUAL EW IEACH WAY FDN I FOUNDATION FIN FLR IFINISHED FLOOR FS IFAR SIDE GA IGAGE I GC IGENERAL CONTRACTOR GYP BD IGYPSUM BOARD HORIZ I HORIZONTAL HSA (HEADED STUD ANCHOR HT (HEIGHT INFO I INFORMATION ISO I ISOLATION JT (JOINT KSI IKIPS PER SQUARE INCH L I LE NGTH LBS IPOUNDS LEH ILONG EDGE HORIZONTAL LEV ILONG EDGE VERTICAL LLH ILONG LEG HORIZONTAL LLV ILONG LEG VERTICAL LONG ILONGITUDINAL MAX IMAXIMUM MECH IMECHANICAL MFR IMANUFACTURER MIN IMINIMUM MISC IMISCELLANEOUS MO IMASONRY OPENING MTL IMETAL I NO INUMBER NS INEAR SIDE NTS INOT TOSCALE OC ION CENTER OD (OUTSIDE DIAMETER OPP OPPOSITE PAF POWDER ACTUATED FASTENER PCF POUNDS PER CUBIC FOOT Pi PANEL JOINT PL PLATE PLF IPOUNDS PER LINEAR FOOT PS (PANEL STEP PSF IPOUNDS PER SQUARE FOOT PSI (POUNDS PER SQUARE INCH QTY (QUANTITY REF IREFERENCE / REFER TO REINF (REINFORCING REQD IREQUIRED RO IROUGH OPENING RTU ROOF TOP UNIT SCHED SCHEDULE SDI STEEL DECK INSTITUTE SIM SIMILAR SJI STEEL JOIST INSTITUTE SPECS SPECIFICATIONS STL STEEL STRUC STRUCTURAL TB TOP OF BEAM TC TOP OF CONCRETE TF TOP OF FOOTING TG TRUSS GIRDER TGB ITOP OF GRADE BEAM THK ITHICKNESS TOM ITOP OF MASONRY TOP ITOP OF PIER TOS ITOP OF STEEL TP ITOP OF PANEL TRANS ITRANSVERSE (TYP) ITYPICAL UON (UNLESS OTHEP.WISE NOTED VERT IVERTICAL VF IVALLEY FRAMING W IWIDTH WP I WORK POINT TOJ ITOP OF JOIST PEF (EFFECTIVE PRESTRESS FORCE SYMBOLS HATCHING LEGEND -v7zw INDICATES STEP IN ELEVATION INDICATES REFERENCED ELEVATIONS INDICATES ROOF TOP UNIT (RTU) _ XXX INDICATES SECTION CUT XXX _ INDICATES ELEVATION INDICATES OPENING IN SLAB INDICATES REVISIONS / ADDENDUMS 0— — INDICATES GRID LINE 4�1/_WP INDICATES WORK POINT INDICATES DIRECTION OF METAL DECK XXX JREF. r — i INDICATES PLAN OR SECTION DETAIL f INDICATES SAND/NON—SHRINK GROUT 1 I (III — I INDICATES EARTH � 6UcsU INDICATES ROCK FILL/GRAVEL n INDICATES LEAN CONCRETE INDICATES VENEER NOTE: NOT ALL SYMBOLS OR HATCHES WILL BE USED CLINTON D. COD1) ........................... o :........................� 92695 O'• �/cEN Sip•; `st�� '11 %%' NAL``��� O ' 7 eN0.06205 HUNT do JOINERS INC. CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 ry W J W W Z W Z O JOB NO, 0619 V) U W M CV W Z I OR u N a no M c0 O '— N � I W 00 G V- N W N g N 1* N REVISI❑NS NO, DATE DESCRIPTION FOR PERMIT 02-20-07 DATE 02-20-07 SHEET r0 1 y " I 11' 28'-7j" 29'-8j" 41,0 L 27'-4" 2r-4j„ 16'-9j" f' I 14'-3j" 14'-3j" 14'-9jj" 14'-10j" I I 4'-4 " " 3711-1 '-4 " 3'-4" ' " I 3 4 I 1 I 3'-2j„ 5'-6rr 14'-3j" it-Olt-3 „ I 5'-6" .' .' — — — — — — )L t — - — - — -- ** t 41\ 4'-0" 8'-4,5,-3„ 4, � 4' I I 1 I I I I I I I I O I I I — — — — ---------�- 1 I' � I I M O 'I ``ICI - ► 1----/� o I I\ ----------- (TYP Lo -► -r-%X CIE - -I Oj' I I -�- I °o it �- - - - - - - - - -� - - - - - � SIM /-------- -- — — — — — — — — — — — — — — — — — — — — / I 95'-0" 95'-0" 95'-0" 95'-0" 95'-p" 95-012 '-0" I 8/S5 � I I 8/S3 I / I f � rxoo I I I I to I I I I 9/S3 - o 00 I> I ' I � • SLAB BLOCKOUT _4. /I REF. ARCH. FOR SIZE & LOC. 1 I r, In �/ i 18"�d/36 0 O° ml*olo I I ,/^ \ I ���J� 00 o I I �- - - - - - - - -I-� - - r,�— - - - - - _ 3 S3 #4x4'- O" i' / » » I 04 (® RE-ENTRANT 12 �/24 I N CORNERS TYP) I I `I' 95'-6" 6 S3 8/S3 I I 4/S3 I' o CJ 9/S3 1 oe \ / i -' \ 2/S3 (TYP) I I I - - - - - - - I - - - - - - - - - g - I - ''�- -- B r / I N ' I ' r » Ij \1 /S3 - - - - - L12"us/24"0 N I I 96' I 00Lo I Ln 00 �i i 8/S3 I I I r in II 4/S3 I I I I 9 /S3 0 `- I Lo 1 I 1 N f 00 1 I I o / I / N, 98'-0" I 12"0/24"01 1 /S3 \ " px.* 0 t / 00 \V N / "ter -I / I N I I I 00 I 96'-0" 1 I I '00FIN FLR ELEV = 100'-00' DATUM ELEV REF CIVIL I I ` = 1 I II _ I I 5" CONCRETE SLAB -ON -GRADE 1 =+•+ REINFORCED w/ #3 BARS AT I 9/S3 0 Ij cv 18" OC EACH WAY. f l iv - `- 1 I I 00 wa 3 /IC9\_� FIN FLR ELEV = 100'-0" ', 18"0/36"0 00 12"0/24"W.N IDATUM ELEV = REF CIVIL-N5 CONCRETE SLAB -ON -GRADE ! I ( I _ _ _ _ _ _ - 97 -0 -_ _ _ - - - I REINFORCED w/ #3 BARS AT N N I 18" OC EACH WAY ON 10 MIL MIN VAPOR BARRIER. I 1 I I I I I I 1 1 I I 3/S3 1 I I I 1 I .� 9/S3 0 r,pa �f r � f l I I/�� � 96'-6» N f 1 _1/S3 - - - - - - 12"0/24"0- - - - - / r - -�� 1 1 \ i� I 1 .- j 3/S3 I 1 6- 1 10 -2 j 4 -8 1 I I ,o ,Ir IcV o 00 I � _ flAo 11 C J I I ` co (TYP) 1 18" 0/36"0 I I I - - - - - - �� L - - - - NO - o II NCO I I 5/S3 I 1 rO +0 I I `Z• I I I / O N O N \ IM ` a I - - - — — — _ gr— — — — J-(D \ ILoSHAFT DIA. BELL DIA. 1 18" 0 (INT.) 42"O(INT.) r 6'-4" i r 3'-2j" I 18" 0 (EXT.) 54"A(EXT.) ,� � , , I TYP. U.O.N. TYP. U.O.N. ' 13'-10" I 15'-5i" 15'-0" 12'-4" � _ TOP OF PIER ELEV. ,' ' ,I' = 99'-4" (INT.) . !8II 28, '-7 j» I 27'-4° I1'(EXT.) � TYP$U.0N, 14 -8 » 12r-5 „ 3-5 rr C, , 59 1 Oil' S I I ' 0 Q F I 0.5 1 2 3 PIER KEY N0.06205 HUNT & JOINER. INC. MNSUL71NG ENGINEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 M N N n X W w V) J J � Q to w w �o W 00 � U 0 `~ Qv w Q W_ N Z S 0 JOB NO, 0619 REVISI❑NS NO, DATE DESCRIPTI❑N FOR PERMIT 02-20-07 DATE 02-20-07 SHEET si �1 FOUNDATION PLAN L'J BRG ELEV= 1. G=112-10 3 4 2. F=112'-7 1 4' 3. D=112'-1 1 /4" 1 -0ELEV= 110'-0" OBE NTS ELEV= 110'-0" ARING ELEVATION DIAGRAM 1 2 3 4 I 59'i 6j" I1 ' 28'-7j" 29'-8" 3 „ I 27'-4" 2,-4" I } I I I I U) U) A TB=111'-4" W16x26 I W16x26 TB=111'-4" to 41 111'-9�" � I 111 —9 II II it II it II II II III 0 II II II I► II II II II III jl II II II II II II II II ® 5 EQ SPA 12'-2j �I II II II II II II II I I I II II II II II II II 04 II II II II II II II =�� N I I �I II II II II II II II III x J I it II II II II II II II o 00 RTU 3� I RTU 2 RTU 1 I � ! oo I � U .-. N 1 o/S4 N I I I I I I I I CD 6 LU4 11 L----I / ' I N ® I / / / ` I II II II II II !I II I► N X I I I II it II II II II it N � C14 4/S4 TB=111'-8j" W1434 SIM W14x34 TB=11I1'-8j"TB— I II II II 11 11 II II 11 FB= 5/s4 I 12'-3�" f I II II II II II II II III w6x9 o I II II II II II II II III _ _ _ I , 2'-3" � I I II II II II II II II i I� TD-- , I II II II II II II II II III 112'-3" T 4"II II II II II II II II III 14/s4 3 N � I N I II II II II II II II II II LO X 7 ® I I II II II II II LO II II II I I 1 00 o I I II II II II II II II II III 111 /S4 11 11 II 11 II II 11 11 111 ,X I II II II II II II II II III 4/S4 " II II II II II II II II II III I II II II II II II II II II II II II II II II II II II II II TB=� II II II II II ii II II II II 112 —7, II II II II II II II II II D TB=112'-1 W14x34 I "�' W14x34 TB=112'- to N 112'-7" �' I I II II II II II II II II III N i II II II II II II II II I I� 00 I I II it II II II II II II II II II II II II II II II III .=-� � ; ,__ II II II II II II II II I I N 11� Imapp11 II II II II II II II I I .-. I I II II II II II II II �I III II II II II II II II II O X v oco I II II II II II II II II III 14/S4 N _ _ _ I III III II II i11 II II II III N M H 7 ® H I H H N I II II II II II II II II II III "' II II II II II II II II II III C^ N I II II II II II II II II II III �� II II II II II II II II II III 4/S4 II II II II II II II II II III _ _, I I II II II II II II II it III TB �� y I __ I I II II II II II II II II I Il _ . . - 112 -11� I 16 '_0 II II II II it II II II 11 11) \' I II II II II II II II II III TB=112'-7A" W14x34 _ W14x34 TB=112'- I II II II II II II II II III F - —— — — — - �� �- 5 /S4 ` I � 1►ICIII---I�II�� � 1� � I II II II II II II II II I I, 4/S4 oX I Nil; I o Ir 00 o T— N � 'r _ _ _� 3:I = _ C8x11.5 (aj ;2I H Imo— tD � 10/S4 `n X ; `� 7 /S4 `t oI uj I— 1 o x x En N C8x11.5 8 /S4 TB=� I N -µ C6x8.2 113 —4� � 13/S4 `� W16x26 6 W16x26 T6=112'-10 " V in 12/S4 I I 2 6 S D. 016" C I7 % .70 -LO le I I TB= I I I I ' C8 <11.5 ' � �` I C6x8.2-- n n Chi 8.2 N I DO DO i I I I I j � C8 <11.5 � BRG ELEV= � I I I 1. F=112'-7 1/8 " 2. D=112'-1 1 N /4 3. B=111'-8 5/8 I I 'I-,„ g 28 —7j I 27 —4 N I 14'-81„ 29' tio' 12'-54„ I'V-54" .. � 59,�10j" I � I 0.5 1 2 3 NOTES O ROOF FRAMING PLAN , 1. ALL ELEVATIONS ARE BASE ON FIN. FLR.=100'-0". 2. JOIST MFR. NOTE: BRIDGING NOT SHOWN ON PLAN. MFR. SHALL PROVIDE STANDARD BRIDGING COMPLYING WITH THE APPLICABLE STL. JOIST INST. SPECS OF LATEST ADOPTION, TYPICAL FOR GRAVITY & UPLIFT LOADS SUPERIMPOSED ON ALL JOISTS. DIAGONAL BRIDGING SHALL BE PROVIDED BETWEEN ADJACENT JOISTS WHENEVER BOTTOM CHORD HORIZ. BRIDGING IS DISCONTINUOUS. 3. DETAILING OF ALL MEMBER CONNECTIONS TO THE SUPPORTS SHALL BE PERFORMED TO SATISFY LATEST OSHA ERECTION REQUIREMENTS. 4. REF 2/S2 FOR TJH DEPTHS/CONTOURS. CLINTON D. CODY ............................. 92695 eN0.06205 HUNT & JOINERS INC. CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 M N M Q X W t- ry N w c�n a O O w w v- O � 1 11 W 00 U v- N av w Q W Z g 0 to LO JOB NO. 0619 REVISIONS NO, DATE DESCRIPTI❑N FOR PERMIT 02-20-07 DATE 02-20-07 SHEET S2 NOTE: MTL. STUD NOT SHOWN 8 8 FOR CLARITY 1-4$» _ CL COLUMN & PIER SIM VENEER REF ARCH WHEN REQ'D VENEERi / STL. COLUMN REF. ARCH. i i REF. PLAN BASE PL REF. 1 4" NON -SHRINK i / 2/S5 GROUT / REF. 1 /S5 PAVI I / I I CONC. SLAB REFINCIVIL / I I i / REF. PLAN FOR REINF. F.F. ELEV. - i-�- I • • REF. PLAN 00 _ _ I I I ------ ----- LINE OF GRADE w Q —� BEAM BEYOND 2—#4 CONT. TOP & 0 1 I BOT. w/ 4—#4 TIES I � (1" EQ. SPA. CV I GRADE BEAM REINF. REF. 3/S3 —+— 12" STD. VOID BOX w/ RETAINER BOARDS \ (REF. GEOTECH.) `— EXTEND PIER REINF. 4-#6x4'-O" FULL HEIGHT INTO DOWELS ® EA. I BEAM & PIER CAP PIER LOCATION DOUBLE TIES AT TOP (TYP.) I 0 00 <DVERT. REINF. I REF. SCHED. 3" CLR. I I I #3 HOOP TIES 12" O.C. (TYP.) REINFORCING SCHEDULE 12"fib 4—#6 I 18"0 5—#6 I BEARING -- STRATUM PER GEOTECHNICAL REPORT I ♦ ♦ I i 555 REF. PLAN NOTES: 1. DEPTH OF PIER IS FOR BID PURPOSES ONLY. COORDINATE WITH GRADING PLAN AND GEOTECHNICAL REPORT. 2. PIER CASINGS MAY BE REQUIRED. REFER TO THE GEOTECHNICAL REPORT. CONTRACTOR SHALL PROVIDE AN ADD PRICE PER FOOT OF CASING LENGTH. CL COLUMN & PIER REF. 2/S5 FOR BASE STL. COLUMN PL, ANCHOR BOLTS, REF. PLAN AND NON —SHRINK GROUT i I REF. 1 /S5 FOR LL z S3 i I i DETAIL POUR W � REF. 1 / I I I X � F.F. ELEV. • o i I i 4 • REF. PLAN T.O. PIER REF. PLAN CONC. PIER REF. 1/S3 I VENEER REF. ARCH. PAVING REF CIVI ♦, z DOWELS w 12" O.0 Q FACE OF BEAM BE #4 CONT. TOP ------- & BOT. j s e e W Q I<tT IIIIIIIII I I -#7 CONTI-I 3 . TOP & BOT. w/ #3 TIES 10" O.C. o a o 4j" VENEER REF. ARCH. / PAVING REF CIVIL PAVING REF. CIVIL (REF. CIVIL SIM) / (REF 7/S3 ® SIM.) I REF. 1/S3 --- ---=� I I % z %♦ Z / �� • • w J II FIN. FLR. ""—""—" Via- .i • l ' `a REF. PLAN —I I I —I ♦ �. —III—III—III—III— DOWELS 4 III —III —I I I # i 3-#7 CONT. TOP & „ 4—I I i—III—I z cn 12 O.0 I #4x2 -0 DOWELS � W i BOT. w/ #3 TIES @ w ® 18 O.C. AT 3-#7 TOP & BOT. & _ Q FACE OF GRADE _ i 10" O.C. MID -DEPTH OF SLAB #3 STIRRUPS, 6 ® 10" j > BEAM BEYOND ° " d (3 MIN. PER OPENING) O.C.. iv #4 CONT. TOP \ T.O. PIER & BOT. REF. PLAN 45 " 1,_0" -- 1'-0" DRILL & EPDXY #4x1'-6" DOWELS CL CURB � _ ®12" O.C. 8" ,REF. 6%6" WOOD #3 ®18"O.C.E.W. } AR K COLUMN EQ. 1—#4 CONT. ° ♦` � DRILL & EPDXY #4xO'-8" DOWELS Too Li w ®18 O.C. (4 MIN. EMBED.) / 6" w ♦` cc VENEER a 2'-0 = 4 I s' in REF. ARCH. j / #4 DOWELS 0 o PAVING / HORZ.12" O.C. @ 12" O.C. N WU REF CIVIL o OPTION 2 CONC. SLAB REINF. '- w/ #3 ® 18" O.C.E.W. #4 ® 12" O.C. w --- ---- / --'�— VERT. CL I CURB z--------� .3"----------- 4-#5x4'-O" REF., 00 !�� DOWELS ''4R�Hr %DOWELS 4 C� I EQ.EQ. 1-#4 CONT. „ # �- � I it -opt -p 3-#5 CONT. TOP & CONC. PAVING #4x1'-2" DOWELS oL� w 12 O.0 I BOT. w 3 TIES @ REF. CIVIL a FACE OF GRADE —�10 O.C. NOTE _____ < 1. COORDINATE TOP OF PIER C� 18" O.C. p'-7" Li BEAM BEYOND o ELEV w/ CIVIL. PROVIDE ----' o z X ♦. �k 1 -0 MIN COVER (TYP.) I% � Q in #4 CONT. TOP ---/ 4-#6x4'-0" & BOT.X DOWELS ® EA. -"R"- OPTION 1 `� ,- -"� w/ # SLAB �E.W. REINF. PIER LOCATION CONC. PIER w/ #3 ®18 O.C..0 CONC. PIER Z_REF. PLAN REF. PLAN NOTE: THESE DETAILS ARE ACCEPTABLE ONLY © INT. CURBS AND SHALL NOT r 1 BE USED @ EXT. WALL CURBS. VENEER 0 REF. AR CH. GROUT FILL Q / VOID SPACE PAVING REF CIVIL ✓ ; ": •,. ..:: ♦ rr Z .3" 00 E DOWELS #4 ®—` i 3—#5 CONT. TOP & w 12 O.0 » Iko" BOT. w/ #3 TIES FACE OF GRADE —4� 10" O.C. > BEAM BEYOND #4 CONT. TOP--/ X ` X & BOT. O SCALE: y. .o ro oN, O O TYP. RAMP DETAIL O INT. WALL CURB O 4 1, M N N Q X W H N g W (n J W W o W 00 > rn U N v w � Q Q W Z g d. Lo In JOB NO. 0619 REVISI❑NS NO. DATE DESCRIPTI❑N FOR PERMIT 02-20-07 DATE 02-20-07 SHEET S3 NO.06205 HUNT & JOINER, INC. CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 REF R F LA P TAN REF ARCH FOR ELEV % 4-#10 TEKS (TYP) MASONRY I REF VENEARCH ;\+ ELEV=116'-0" 6"-18GA RUNNER TRACK +� w/2-#10 TEK SCREWS ® 8" OC / ��T 6 -18 GA MTL `\+ \ 1 /2" PLYWOOD REF ARCH STUDS 0 16 OC 4"-18 GA MTL STUDS _� (TYP) L I �`� 1 ® 16" OC EXT SHEATHING �` 2-#12 TEKS @ 16" OC REF ARCH RUNNER 2x8 WOOD .. I \���� TRACK BLOCKING CONT PLYWOOD DECK BTWN JOIST / I REF PLAN J"Ox3" THRU BOLT �� j't~` ® 4'-0" OC y,.AI I `\ 2x CAP REF PLAN i PER TRUSS MFR FOR ELEV 1 2x6 CONT / STUDS @ BRACES STL BEAM REF PLAN i \—TRUSS JOIST 6 -18 GA DEFLECTION / 1 % REF PLAN TRACK CONT w/0.145"O X—EDNI PWDR FSTNRS @ I x L3x3xY4 ® EA 8" OC STAGGERED I JOIST LOC MASONRY VENEER /— L`-1— -�— REF ARCH ® SIM 1 SCALE: 3/4"=1'-0" (TYP. U.O.N.) REF R F eLA P AN REF ARCH 1 I FOR ELEV % I 4-#10 TEKS � ,I (TYP) I MASONRY 4-#10 TEKS (TYP) 1 /2" PLYWOOD REF ARCH (TYP) 4"-18 GA MTL STUDS ,',' 6" 18GA MTL STUDS —® 16" OC @ 16" OC (TYP) ,�' ,/ 4"-18 GA RUNNER TRACK w/2-#10 TEK �' ,' ' 2-#12 TEKS ® 16" OC SCREWS ® 8" OC 6"-18GA RUNNER TRACK 2x8 WOOD �ii w/2-#10 TEK SCREWS ® 8" OC BLOCKING CONT + BTWN JOIST I --PLYWOOD PLYWOOD DECK » ,� ,;;� J PLAN» sox3 ,THRU BOLT '\1, , ® 4 —0 OCAl 1 REF PLAN / FOR ELEV 2x6 CONT j -3-2x6 STUDS @ BRACES STL BEAM j l REF PLAN / 6"-18 GA DEFLECTION I� TRUSS JOIST TRACK CONT w/0.145" REF PLAN X-EDNI PWDR FSTNRS ® 1 L3x3xY4 ®EA 8" OC STAGGERED JOIST LOC Ile MASONRY VENEER EXT SHEATHING --L-{ REF ARCH SIM REF ARCH MASONRY VENEER REF ARCH 0 REF R F 'f LA P AN REF ARCH FOR ELEV j I 4-#10 TEKS (TYP) I MASONRY PLYWOOD DECK REF PLAN 2x6 STUDS ® 1 2x CAP PER 16" OC (2x10 I JOIST MFR STUDS SIM) 1 r STL BEAM REF PLAN 3 VENEER —�.� �� - 6"-18GA RUNNER TRACK VENEER 6"-18GA RUNNER TRACK REF ARCH ,�+:\ ELEV-116'-0" w/2-#10 TEK SCREWS @ 8" OC REF ARCH �+�.\ ELEV=116'-O" w/2-#10 TEK SCREWS ® 8" OC 6 -18 GA MTL —�� `�+//;:::�� 1 /2" PLYWOOD REF ARCH ��� �� 1 /2" PLYWOOD REF ARCH STUDS ® 16" OC %��; I��: \ `.� 4"-18 GA MTL STUDS 1`� ��� 1 4"-18 GA MTL STUDS (TYP) �� _ -`.\ ` 1 16" OC C6x8.2 / �`� �1 16" OC _ 2-#12 TEKS ® 16 OC 2-#12 TEKS ® 16 OC EXT SHEATHING / \� .\�`.\ TRACKR �` \ RUNNER REF ARCH `� `. TRACK �`� �`� PLYWOOD DECK EXT SHEATHING —� `�\ `.\ PLYWOOD DECK REF PLAN REF ARCH. I �� �� REF PLAN I REF PLAN I� REF PLAN FOR ELEV FOR ELEV 2x8 CONT I —2x6 STUDS 2x8 CONT I \-2x6 STUDS / I / ® 16" OC (TYP) / I / @ 16" OC (TYP) / 2-#10 TEKS © / 2-#10 TEKS EA VERT STUD EA VERT STUD � TYP (TYP) ) HSS3x3xi w/ F (TYP) MASONRY VENEER CAP PRE MASONRY VENEER GALV J"O SMOOTH I REF ARCH ® SIM ARCH F RSIZE) / REF ARCH @ SIM ROD w/ 3 TRHEAD BEYOND I j RODV /O3SMOOTH HEAD 8j" GALV I / 8j" GALV I / TURNBUCKLE % TURNBUCKLE FOR J"O BEYOND RODS % I / FOR 1"0 RODS GALV L5x5xA I j GALV L5x5xa I j (TYP) I /r /TYP ® (TYP) 1 / MTL DECK / �/ \CHANNELS MTL DECK / �/ \CHA ®ELS REF ARCH REF ARCH " PLYWOOD 8" MTL STUD BOX j" PLYWOOD , 8" MTL STUD BOX BEAM BEYOND /� l BEAM BEYOND f ; - - - - - - ILIA LOCATIONS ROD —� LOCAT 0 ® ROD —� % / V TYP 8"-16 GA MTL 8"-16 GA MTL / STUDS ® 16" OC STUDS @ 16" OC C801.5 AROUND C8x11.5 AROUND PERIMETER PERIMETER 7 8 1 /2" PLYWOOD --� REF ARCH (TYP) � 4"-18 GA MTL STUD! ® 16" OC (TYP) 4"-18 GA RUNNER — TRACK w/2—#10 TEK SCREWS ® 8" OC 2x6 CONT REF PLAN FOR ELEV 4-#10 TEKS (TYP) 6" 18GA MTL STUDS ® 16" OC 2—#12 TEKS ® 16" OC 6"-18GA RUNNER TRACK w/2—#10 TEK SCREWS @ 8" OC I 11+++ PLYWOOD DECK FREF PLAN 2x6 STUD ® 16" OC 4"OX3" THRU BOLT @ 4'-0" OC STL BEAM REF PLAN / I / 6"-18 GA DEFLECTION TRACK CONT w/0.145"O X—EDNI PWDR FSTNRS @ 1 / 8 OC STAGGERED / / MASONRY VENEER EXT SHEATHING --�-( REF ARCH ® SIM REF ARCH MASONRY VENEER REF ARCH STL. CONN. PL. STL. BEAM REF. PLAN -0REF. PLAN 1- lo CAP PL.iio 1 /2„ ' I I 1 10 10 STL. COLUMN 1 10 REF. PLAN ;10 10 ' I I I I L I 1 1 I I I I I I I , I ` �1 � � I I 14V HSS4x4x1 /4 w/ SLOTTED ENDS B.O.S. ELEV. 1=109'-6" PL. 1 /2"x6"xO'-8" 1/4 (TYP.) L. COL. 1/4 I TRUSS JOIST w/ 2x CAP PER TRUSS MFR REF PLAN AS PER\ JOIST MFR/ C I _4 01 of I I 01 10 � 01 110 I I o1 10 I i I I 01 I l 10 of 10 I 1 I I I J I I I I ` I 1� 1 NOTE: SOME ITEMS NOT SHOWN FOR CLARITY STL COLUMN REF PLAN TRUSS JOIST REF PLAN REF R F eLA PAN REF ARCH FOR ELEV / T" TRUSS JOIST­ CAP w/ 2x CAP" CAP PL, REF 4-#10 TEKS _ PER TRUSS JOIST MFR FOR (TYP) MFR REF PLAN SIZE STL CONN PL MASONRY VENEER �I 6"-18GA RUNNER TRACK AS PERK REF ARCH ��.• +��� ELEV=116'-O" w/2-#10 TEK SCREWS JOIST MFIy C 1 „ +� ® 8" OC 6 -18 GA MTL �\, 1 /2' PLYWOOD REF ARCH ELEV VARIES STUDS 16" OC -L �` `�\ 4"-18 GA MTL STUDS 0 1Till oREF PLAN (TYP) `1 16" OC 01 � o EXT SHEATHING ` 2—#12 TEKS ® 16" OC o1 1 o REF ARCH —\ RUNNER 1 01 iio r . I �.\ `•\ RACK �(I o i i o `.� �.� PLYWOOD DECK VJ� o f I i o REF PLAN 1 I 1 I REF PLAN FOR ELEV of Io 2x CAP PER �'; rt— JOIST MFR 1 I 2x8 CONT 2x6 STUDS ® STL BEAM PLYWOOD DECK 16" OC REF PLAN I I PLYWOOD DECK REF PLAN (2x10 STUDS STL BEAM / REF PLAN 16" OC ® SIM) I REF PLAN 6"-18 GA DEFLECTION I TRACK CONT w/0.145"se STL COLUMN i X-EDNI PWDR FSTNRS SIMPSON LUS26 I / MASONRY VENEER REF PLAN 8" OC STAGGERED HANGER (TYP) 1 / REF ARCH @ SIM TRUST JOIST' (LUS28 HANGER REF PLAN ® SIM) _—�r—i— �� CL COLUMN 4 5 6 REF 1„ eLA 112 REF ARCH 1 FOR ELEV % 7— 4—#10 TEKS (TYP) MASONRY + VENEER / \\\`� \\\•�1 REF ARCH ELEV=116 —0 „_ 18 GA STUDS ®16'T OC 1 1/2" PLYWOOD REF ARCH 4 —18 GA MTL STUDS 16" OC EXT SHEATHING 2—#12 TEKS ® 16" OC REF ARCH I �`� �`� RUNNER 2x8 WOOD TRACK BLOCKING CONT PLYWOOD DECK BTWN JOIST REF PLAN Ox3 THRU BOLT------- ® 4'-0" OC �_; 2x CAP REF PLAN FOR ELEV \� PER TRUSS MFR 2x6 CONT ""— 3-2x6 STUDS ®BRACES STL BEAM I REF PLAN I TRUSS JOIST jI REF PLAN j L3x3xY4 ® EA JOIST LOC MASONRY VENEER REF ARCH ® SIM 9 " CAP PL, REF JOIST MFR FOR SIZE STL CONN PL STL BEAM REF PLAN �L COLUMN 1/4 V 1 /4 i ELEV VARIES REF PLAN 3"x3" STUD ® 12" OC 3%6" STUD ® 12" OC OS WOOD—f JOISTS '___`—SIMPSON ECC46 OISTS CAP SIMPSON CCQ66 6 x14 WOOD o SD 2.5 CAP BEAM 6%6" WOOD COLUMN V REF 11" LA -0 REF ARCH FOR ELEV 4-#10 TEKS (TYP) ��. 4tI. MASONRY / ��+ VENEER 6"-18GA RUNNER TRACK REF ARCH `�\� �\ ELEV=116'-0" w/2-#10 TEK SCREWS ® 8" OC 6"-18 GA MTL \� 1 /2" PLYWOOD REF ARCH STUDS ®16" OC j I\� 1 4"-18 GA MTL STUDS (TYP) I `�\ `1 ® 16" OC EXT SHEATHING ' I `. 2-#12 TEKS ®16" OC REF ARCH RUNNER TRACK 2x8 WOOD I �`� �`� PLYWOOD DECK BLOCKING CONT REF PLAN BTWN JOIST - ti• / n n1 REF PLAN"Ox3" THRU BOLT FOR ELEV © 4'-0" OC /� SIMPSON LB26 2x6 CONT HANGER (TYP) STL BEAM / I REF PLAN / /I I 14 /--2"x2"x0'-2" 14 GA CLIP .. It 1'-4" x8.2 x4xi TOP & T OF WOOD IST —WOOD JOIST SECTION / I / / / SECTION / L4x4xi I / / —1-SIMPSON SDS j"x4j" WOOD SCREW TOP & BOT (TYP EA JOIST) OF T P. .......................... CLINTOND.COD' M N Lo n X W H ry N I..L.I N J J � � 0 W (, M ID LLI W cs o qh W 00 U 0 N I_J-I of w Q W N Z g d� JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION FOR PERMIT 02-20-07 DATE 02-20-07 SHEET S4 12 13 14 SCALE: 1 /2"=1'-0" ©NO.06205 HUNT & JOINER, INC. CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 REF R F REF ARCH LA PAN FOR ELEV % I 4-#10 TEKS- (TYP) I MASONRY x , VENEER / REF ARCH 6"-18 GA MTL STUDS ® 16" OC (TYP) _ / I EXT SHEATHING / REF ARCH �\ / / I 6"-18GA RUNNER TRACK ELEV=116 -0 w/2' #10 TEK SCREWS ®8 OC 1/2 PLYWOOD REF ARCH 4"-18 GA MTL STUDS ® 16" OC 2-#12 TEKS ® 16 OC RUNNER TRACK PLYWOOD DECK 2x8 CONT STUD \\\\�.\\�. REF PLAN REF PLAN T FOR ELEV 2x8 CONT / \-2x6 STUDS / 0 16" OC (TYP) / SIMPSON LUS26 HANGER (TYP) 2-#10 TEKS @ EA VERT STUD % I / (TYP) GALV J"O SMOOTH / MASONRY VENEER JOIST ROD w/ 3" TRHEAD / ( REF ARCH @ SIM REF PLAN BEYOND / I " GALV/ TURNBUCKLE / I FOR 4"0 RODS / BEYOND GALV L5x5x,% / I j (TYP) % I /TYP MTL DECK I V \CHANNELS REF ARCH " PLYWOOD I 8" MTL STUD BOX BEAM BEYOND V------------ I 1.....---------- IT C8x11.5 ® ROD LOCATIONS 8"-16 GA MTL STUDS ® 16" OC C8x11.5 AROUND PERIMETER 1 SCALE: 3/4"=1'-O" REF QRF LA PAN REF ARCH I FOR ELEV % 4- 10 TEKS / Al (TYP) MASONRY / VENEER 6"-18GA RUNNER TRACK REF ARCH ��.•�+�+\" ELEV=116'-0" w/2-#10 TEK SCREWS @ 8" OC 6 -18 GA MTL 1 /2" PLYWOOD REF ARCH STUDS @ 16" OC �' �� 1 4"-18 GA MTL STUDS (TYP) I -�`� �1 ® 16" OC EXT SHEATHING � ;�-�•- 2-#12 TEKS @16" OC REF ARCH I"�`� RUNNER TRACK PLYWOOD DECK jr�i . REF PLAN REF PLAN // / �2x CAP FOR ELEV / j PER TRUSS MFR / / / 3-2x6 STUDS % j @ BRACES STL BEAM REF PLAN / 6"-18 GA DEFLECTION / I MASONRY VENEER TRACK CONT w/0.145"0 j REF ARCH ® SIM X-EDNI PWDR FSTNRS 8" OC STAGGERED I / 4 6"-18GA RUNNER TRACK ELEV=116'-0" w/2-#10 TEK SCREWS ® 8" OC 1/2" PLYWOOD REF ARCH 1 4"-18 GA MTL STUDS 1 o 16" OC C6x8.2 .\ 2-#12 TEKS @ 16" OC RUNNER EXT SHEATHING ��� ��� TRACK / PLYWOOD DECK REF ARCH I \�\��� REF PLAN 2x8 CONT STUD REF PLAN FOR ELEV-0 1-4 2x8 CONT / 2x6 STUDS r- / I ® 16" OC (TYP) 1 / SIMPSON LUS26 HANGER (TYP) HSS3x3xi w/ 1" 2-#10 TEKS © CAP PL (REF / j EA VERT STUD ARCH FOR SIZE) I /(TYP) GALV O SMOOTH _ MASONRY VENEER REFSPLANIST ROD w/ 3" TRHEAD I REF ARCH ® SIM 8j" GALV / TURNBUCKLE / I / FOR J"O RODS GALV L5x5x,% / (TYP) / I / /TYP MTL DECK / I �� I/ \CHANNELS REF ARCH J" PLYWOOD 8" MTL STUD BOX BEAM BEYOND V- -------- I 1 .,, ••"-----------L- ' ....... mom. C8x11.5 ® ROD LOCATIONS / % V \TYP 8"-16 GA MTL STUDS ® 16" OC / _ _A_,..__/ _ C8x11.5 AROUND PERIMETER 2 REF YRF eLA 1 REF ARCH FOR ELEV % I 4-#10 TEKS (TYP) I MASONRY VENEER REF ARCH / :\ REF QRF ELEV=116'-O" 6"-18GA RUNNER TRACK w/2-#10 TEK SCREWS ® 8" OC �\\ 1 1 /2" PLYWOOD REF ARCH 4"-18 GA MTL STUDS ® 16" OC 2-#12 TEKS CAD 16" OC RUNNER TRACK PLYWOOD DECK � FREF PLAN REF PLAN FOR ELEV / ro 0 / 0 STL BEAM REF PLAN 6"-18 GA DEFLECTION TRACK CONT w/0.145"O / X-EDNI PWDR FSTNRS ® / 8" OC STAGGERED / I MASONRY VENEER -/� �'-----�- REF ARCH @ SIM LA PIN REF ARCH f 1 FOR ELEV % 4-#10 TEKS (TYP) MASONRY VENEER REF ARCH �� •�+��\ 6"-18 GA MTL / �y STUDS ® 16" OC (TYP) -�- EXT SHEATHING REF ARCH ; F- `— 2x CAP PER TRUSS MFR 3-2x6 STUDS ® BRACES r0F1T4 LINTON D. CODY X ............... p • 92695 •' 42�0 QONAL c*°v&7 aN0.06205 HUNT do JOINER, INC. CONSULIING ENGNEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 Li J W W V) U W U ry Q W FL w H W W 0 Z � w LU DC a LL C7 JOB NO. 0619 REVISI❑NS T M N In f!! Q X W t- vi J 0 M 0 0 0 N W 0o > rn G � N Q v W It Lo Lo NO, DATE DESCRIPTI❑N FOR PERMIT 02-20-07 DATE 02-20-07 SHEET S4ml Qa. STL PIER REF )INT AB (TYP) JOINT O TYP. DIAMOND POUR DETAIL 20 BAR 0 1'-6" MIN { 'S` z_ w Q .. m p I \ cV Q z m g 0 0 N PL 8"x8"-14 GA. (EA. FACE) (TYP.) TYP 2-#10 TEKS PER STUD SECT. 4-6"-16 GA ® EA. END C LOC. ATTACH SCREWS ® 6 (2)-5"-14 C STRAP, ONE (TYP.) 2-ALPINE HI DOWN ANCHC OF SHEAR W TEK SCREWS (TYP.) 10" MIN\ TYP/ DRILL & EPC THREADED RI EMBED (12" EMBED ® 78) w/ HILTI HY150 MAX FOR USE w/ HOLD DOWN ANCHORS (TYP.) 20 BAR 0 jf 1'-6" MIN � BEAM � O TYP. R. Q w m d NOTE: CORNER BARS TO BE SAME SIZE AS LARGEST HORIZONTAL BEAM BAR CORNER BAR D 30 BAR 0 2'-0" MIN BEAM ETAIL N OTE: 1. STL. COLUMNS NOT STL. BEAM REF PLAN SHOWN FOR CLARITY 6"-18 GA. MTL. STUDS CAD 16" O.C. 9 I SEE NOTE 1V V - I - - 4,` STL. COLUMN REF. PLAN ,..x„ r 1 ANCHOR ROD HOLE DIAMETER - - - --j-� (SEE NOTE 2) � L � TYP COLUMN BASE PLATE NO SCALE 4 r INT COLUMN BASE PLATE NO SCALE z 00 C) u A" WASHER waf jz/(SEE NOTE #2) 0 V) COLUMN BASE PLATE 1 4" 1 i" ,-DIA SEE SCHED z o f_A�l_ 7r - 1wz 0 Z) o = HEADED BOLTS MAY 1 0 o w BE SUBSTITUTED UNO m w =:m w U w N /TACK HEAL OR 1/8 \DAMAGE THREADS NON -SHRINK GROUT SHALL BE PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED AND BEFORE DEAD LOADS ARE APPLIED. ANCHOR BOLT DIAGRAM GROUT PLACEMENT NO SCALE NO SCALE 1 w/ (2)-0.1450 RAMSET ANCHORS ®6 O.C. 10'-7" Q TYP. X—STRAP DETAIL U I I z I Ir \ NOTE. REF. TYP. COLUMN BASE PLATE FOR 1 s, INFORMATION NOT-14 NOTED. � L � TYP OFFSET BASE PLATE NO SCALE COLUMN SCHEDULE COLUMN BASE PLATE ANCHOR BOLTS SIZE (LxWxT) (DIAMETERx EMBEDMENT) HSS 6x6 12"x12"xi" 4-1%9" EMBED ASTM F1554 GRADE 36 HSS 5x5 11 "x11 "xi" 4-1%9" EMBED ASTM F1554 GRADE 36 NOTES: 1. SIZE WELDS PER AISC MINIMUM FILLET REQUIREMENTS (4 SIDES TYP). 2. ANCHOR ROD HOLES IN BASE PLATES AND MINIMUM WASHER DIAMETER SHALL BE SIZED IN ACCORDANCE WITH TABLE 14-2 OF THE AISC MANUAL OF STEEL CONSTRUCTION, 3rd Ed. OCOLUMN BASE PLATE AND ANCHOR BOLT DIAGRAMS NTS JOIST SPACING VARIES REF ARCH & VARIES MECH PLANS L4x4xj (TYP) STL JOIST REF PLAN NOTE: V COORDINATE WITH ARCH. AND MECH. FOR AND JL_ JL_ OFACT ROOFZOPENINGS OC. (TYP) O ROOF OPENING DETAIL /-16 GA, CONT. RUNNER TRACK o,o ADD L2x2x3/16 IF LOAD FALLS BETWEEN PANEL POINTS IN TOP P CHORD 1 1 ADD L2x2x3/16 P IF LOAD FALLS BETWEEN PANEL 3/16V POINTS IN BOTTOM CHORD NOTE: THIS DETAIL SHALL BE USED IF A NEW LOAD > 100 lbs. CANNOT BE LOCATED AT AN EXISTING JOIST PANEL POINT. TYP JOIST REINFORCING DETAIL 6 SCALE: 3/4"=1'-0" REF. PLAN FOR ELEV. STL. BEAM REF. PLAN (2)-RAMSET 0.177" Sb-7- 1500 SERIES P.A.F. / ® 16" O.C. .� 2-10 TEKS 6"-18 GA. MTL�V EA. STUD STUDS @ 16" O.C. 16 GA. CONT. RUNNER TRACK - l 9 SECOND FIRST POUR I POUR TYP SLAB — CL CONST REINF JOINT #3 BARSx2'-6" wz © 18" OC m TYP CONSTRUCTION JOINT TYP SLAB-- SAW CUT j SLAB REINF THICKNESS (MIN) REF PLAN w J FOR LOCATIONSof TYP CONTROL JOINT SLAB JOINT DETAIL 3 N.T.S. C�POLE & PIER LIGHT STANDARD REF ARCH & MEP 1" CHAMFER DOUBLE TIES ® TOP I I ITT I ICI I I 1 I 11 I-1 I I-1 I= I 4-1"Ox3'-6„ ANCHOR BOLTS I I C:> 6-#5 VERT I �� ZZ#3 HOOP TIES ® 12" OC NOTE: REF MEP DRAWINGS FOR EMBEDDED CONDUIT, WIRES, ETC I . 2'-0" O TYP LIGHT STANDARD DETAIL cab? RN0. 06205 HUNT & JOINER, INC. CONSULTING ENGINEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS. TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 M N N X 1— ry W J O O Li U MCID W Lj � o n W 00 � O U N Q v W r Q W_ (n Z g 0 It to W W W 0 Z � w DC °" JOB NO. 0619 REVISI❑NS NO, DATE DESCRIPTI❑N FOR PERMIT 02-20-07 DATE 02-20-07 SHEET S5 SECTION I - SENERAL MECHANICAL AND ELECTRICAL PROVISIONS 1.1 GENERAL A. THE ACCOMPANYIN6 PLANS SHOW DIAGRAMMATICALLY THE SIZES AND LOCATIONS OF VARIOUS EQUIPMENT, INTERCONNECTING PIPING, CONDUIT AND DUCTWORK WITHOUT SHOWING EXACT DETAILS AS TO ELEVATIONS, OFFSETS, AND OTHER INSTALLATION DETAILS. THE CONTRACTOR SHALL CAREFULLY LAY OUT HIS WORK TO CONFORM TO THE SITE CONDITIONS, TO AVOID OBSTRUCTIONS AND PROVIDE PROPER 6RADIN6 OF LINES AND CLEARANCES. EXACT LOCATIONS OF OUTLETS, APPARATUS, AND CONNECTIONS SHALL BE DETERMINED BY REFERENCE TO THE AC40MPANYINS PLANS, BY MEASUREMENTS AT THE BUILDING, AND IN COOPERATION WITH OTHER TRADES, AND IN ALL GASES SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. RELOCATIONS NECESSITATED BY THE CONDITIONS AT THE SITE SHALL BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER. B. ALL WORK SHALL BE INSTALLED PARALLEL OR PERPENDIGUL.AR TO THE LINES OF THE BUILDING UNLESS OTHERWISE NOTED ON THE DRAWINGS. 1.2 INSPECTION OF THE SITE I. DRAWINGS ARE DIA&RAMMATICAL AND ARE PROVIDED TO DEPICT THE SCOPE OF WORK AND ESTABLISH CRITERIA FOR THE CONTRACTOR. THE DRAWINGS AND SPECIFICATIONS ARE BASED UPON INFORMATION OBTAINED FROM RECORD DRAWINGS AND CURSORY OBSERVATIONS MADE AT THE SITE AND THEIR ACCURACY 15 NOT GUARANTEED. 2. THE CONTRACTOR SHALL EXAMINE THE SITE AND SHALL VERIFY TO HIS OWN SATISFACTION THE EXISTING SITE CONDITIONS, HAZARDS, GRADES, CLEARANCES, POINTS OF CONNECTION, UTILITY LOCATIONS, AND LOCAL REQUIREMENTS BEFORE ENTERING INTO A CONTRACT. SUBMISSION OF A BID WILL CONSTITUTE EVIDENCE THAT THE CONTRACTOR HAS INSPECTED THE SITE OF THE PROPOSED WORK AND HAS INCLUDED ALL APPROPRIATE ADJUSTMENTS TO THE WORK TO CONFORM TO EXISTING CONDITIONS. 1.5 GUTTING AND PATCHING A. EACH CONTRACTOR SHALL DO ALL NECESSARY GUTTING AND DRILLING OF WALLS, FLOOR, CEILINGS, ETC,., FOR THE INSTALLATION OF NEW WORK OR FOR MODIFICATIONS TO THE EXISTING WORK, BUT NO STRUCTURAL WORK SHALL BE GUT UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. B. EXISTING EQUIPMENT, WALLS, ACOUSTICAL TILE, SUSPENDED CEILIN65, ETC,., DAMAGED DURING THE PERFORMANCE OF WORK SHALL BE REPLACED OR REPAIRED BY THE SENERAL CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. 1.4 COMPLIANCE A. THE CONTRACTOR SHALL COMPLY IN EVERY RESPECT WITH ALL NATIONAL, STATE, AND LOCAL CODES AND UTILITY COMPANY REQUIREMENTS. IN NO CASE DOES THIS RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF COMPLYING WITH THESE SPECIFICATIONS AND DRAWINGS. WHERE THERE IS A CONFLICT IN THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND AUTHORITIES HAVING JURISDICTION, THE MOST STRINGENT REQUIREMENT SHALL APPLY. B. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL FEES AND COSTS OF ANY NATURE WHATSOEVER INCIDENTAL TO THESE PERMITS, INSPECTIONS, AND APPROVALS MUST BE ASSUMED AND PAID BY THIS CONTRACTOR. 1.5 SHOP DRAWINGS AND SUBMITTALS A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT SIX SETS OF SHOP DRAWINGS AND CATALOG DATA ON ALL DUCTWORK, EQUIPMENT, AND MATERIALS MS16NATE17 ON THE DRAWINGS AND SPECIFIED HEREIN. MANUFACTURERS' PRODUCT DATA SHALL BE ASSEMBLED IN BROCHURES AND SHALL BE ACCOMPANIED BY CERTIFICATION FROM THE CONTRACTOR THAT SUBMITTALS HAVE BEEN CHECKED FOR GaMPLIANGE WITH CONTRACT DOCUMENTS. SHOP DRAWINSS SHALL BE SUBMITTED IN A TIMELY MANNER SO THAT NO DELAY OR CHANGES WILL BE CAUSED. I.6 MATERIALS AND EQUIPMENT A. ALL MATERIALS AND EQUIPMENT PURCHASED SHALL BE NEW AND OF THE BEST QUALITY. MANUFACTURERS' NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE OPINION OF THE ENGINEER THE SUBSTITUTE MATERIAL OR PRODUCT 15 OF A QUALITY AS &DOD OR BETTER THAN THE SPECIFIED ITEM. 1.71 EQUIPMENT SIZES AND REQUIREMENTS A. SPACE ALLOCATIONS ARE BASED ON EQUIPMENT SCHEDULED. SHOULD THE CONTRACTOR OFFER EQUIPMENT OF ANOTHER MAKE THAT REQUIRES MORE SPACE IN ANY CRITICAL DIMENSION, THE CONTRACTOR SHALL SUBMIT DRAWINSS INDICATING HOW EQUIPMENT MAY BE INSTALLED, INDICATING ROOM FOR SERVICING AND REVISIONS IN PIPING, DUCTING AND ANY OTHER DETAILS NECESSARY FOR THE ENGINEER TO FORM A JUDGMENT AS TO THE SUITABILITY OF THE SUBSTITUTE MATERIAL. B. HORSEPOWERS OF MOTORS AND ELECTRICAL CHARACTERISTICS ARE SCHEDULED FOR EQUIPMENT OF A PARTICULAR MANUFACTURER. SHOULD THE CONTRATOR SUBMIT A SUBSTITUTE PRODUCT THAT HAS DIFFERENT ELECTRICAL REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL MODIFICATIONS WITH THE ELECTRICAL CONTRACTOR AND SHALL ASSUME AND PAY FOR ALL COSTS RELATED TO SUCH CHANGES. 1.6 STORAGE AND PROTECTION OF MATERIALS A. CONTRACTOR SHALL PROVIDE HIS OWN STORAGE SPACE FOR PROTECTION AND STORAGE OF HIS MATERIALS AND ASSUME RESPONSIBILITY FOR ALL LOSSES DUE TO ANY CAUSE WHATSOEVER. CONTRACTOR SHALL PROTECT ALL MATERIALS AND EQUIPMENT FROM DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER. ALL OPENINGS SHALL BE CLOSED DURING CONSTRUCTION WITH TEMPORARY PLUGS. 1.41 ELECTRICAL MOTORS A. ALL MOTORS FURNISHED BY THE CONTRACTOR SHALL BE OF REG06NIZED MANUFACTURER, OF ADEQUATE CAPACITY FOR THE LOADS INVOLVED, AND WOUND FOR THE ELECTRICAL CHARACTERISTICS INDICATED ON THE DRAWINGS. VERIFY ALL JOB SITE VOLTAGES AND POWER SOURCE AVAILABLE BEFORE INSTALLATION OF ANY MOTOR OR CONTROLS. B. MOTORS EXPOSED TO WEATHER SHALL BE TOTALLY ENCLOSED AND WEATHERPROOF. 1.10 MOTOR CONTROLLERS A. FOR ALL EQUIPMENT FURNISHED, UNLESS STARTERS ARE SUPPLIED AS AN INTEGRAL PART OF A SPECIFIED PRODUCT, THE MECHANICAL CONTRACTOR SHALL PROVIDE FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR, A COMBINATION MOTOR CONTROLLER WITH PILOT LIGHT AND PUSH BUTTON, OF ADEQUATE CAPACITY AND SUITABLE FOR THE PROPER OPERATION OF EQUIPMENT. 1.11 WIRING A. UNLESS OTHERWISE NOTED, ALL POWER WIRING FOR MOTORS, STARTERS, AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POWER WIRING FROM THE ELECTRICAL DISTRIBUTION SYSTEM THROUGH THE CONTROLLER TO THE ELECTRICAL LOAD AND TEST FOR PROPER ROTATION. WIRING FOR TEMPERATURE CONTROLS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL. CONTRACTOR. 1.12 GLEANING UP A. AFTER ALL TESTS HAVE BEEN COMPLETED EACH CONTRACTOR SHALL BE RESPONSIBLE FOR GLEANING, UP HIS WORK. 1.15 REGOR05 AND INSTRUCTIONS FOR OWNER A. EACH CONTRACTOR SHALL AGGUMULATE DURING THE JOB'S PROGRESS THE FOLLOWING SETS, IN DUPLICATE, PREPARED IN NEAT BROCHURES OR PACKET FOLDERS AND TURNED OVER TO THE ARCHITECT FOR CHECKING AND SUBSEQUENT DELIVERY TO THE OWNER: I. ALL WARRANTIES AND GUARANTEES AND MANUFACTURER'S DIRECTIONS ON EQUIPMENT AND MATERIAL COVERED BY THE CONTRACTOR. 2. COPIES OF APPROVED SHOP DRAWINGS. 5. COPIES OF OPERATING INSTRUCTIONS FOR HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS. OPERATING INSTRUCTIONS SHALL INCLUDE MAINTENANCE AND SEASONAL CHANGEOVER PROCEDURES. 4. REPAIR PARTS LIM OF ALL MAJOR ITEMS AND EQUIPMENT INGLUDIN& NAME, ADDRESS, AND TELEPHONE NUMBER OF LOCAL SUPPLIER OR AGENT. B. THE MECHANICAL CONTRACTOR SHALL ALSO 61VE NOT LESS THAN ONE (1) DAY OF OPERATING INSTRUCTIONS, DURING THE ADJUSTMENT AND TE5TINS PERIOD, TO THE OWNER'S OPERATING PERSONNEL IN ORDER TO FAMILIARIZE THEM WITH THE PROPER CARE AND OPERATION OF THE EQUIPMENT. THE WRITTEN OPERATING INSTRUCTIONS REFERRED TO IN THE PARAGRAPH ABOVE SHALL BE USED A5 A BASIS FOR THI5 ON THE JOB INSTRUCTION. 1.14 IDENTIFICATION OF EQUIPMENT A. EACH CONTRACTOR SHALL PROVIDE IDENTIFICATION PLATES FOR ALL EQUIPMENT PROVIDED UNDER THE SCOPE OF SERVICES. NAME PLATES SHALL BE A MINIMUM OF 1/16" THICK AND I" X 5" IN SIZE WITH BEVELED EDGES. THE SURFACE SHALL BE A BLACK SATIN WITH A WHITE GORE FOR LETTERING. LETTERING SHALL BE MINIMUM 3/16" HIGH. PROVIDE LARGER PLATES TO ACCOMMODATE LENGTHY WORDING. NO PUNCHED PLASTIC, TAPE OR ENGRAVED ALUMINUM PLATES ARE ACCEPTABLE. 1.15 FINAL CONSTRUCTION REVIEW A. UPON COMPLETION OF THE CONTRACT, THERE SHALL BE A FINAL CONSTRUCTION REVIEW OF THE COMPLETED INSTALLATION. PRIOR TO THIS WALK THROUGH, ALL WORK SHALL HAVE BEEN COMPLETED, TESTED, BALANCED AND ADJUSTED IN FINAL OPERATING CONDITION AND THE TEST REPORT SHALL HAVE BEEN SUBMITTED TO AND APPROVED BY THE ARCHITECT. 2. A QUALIFIED PERSON REPRESENTING EACH CONTRACTOR MUST BE PRESENT AT THIS FINAL CONSTRUCTION REVIEW TO DEMONSTRATE EACH SYSTEM AND PROVE THE PERFORMANCE OF THE EQUIPMENT. 1.16 GUARANTEE A. THE GUARANTEE PROVISION OF THIS SPECIFICATION REQUIRES PROMPT REPLACEMENT OF ALL DEFECTIVE WORKMANSHIP AND MATERIALS OGCURRIN& WITHIN ONE YEAR OF FINAL JOB AGGEPTANCE, OR AS DEFINED BY EXTENDED WARRANTY CONTRACTS. THIS INCLUDES ALL WORK REQUIRED TO REMOVE AND REPLACE THE DEFECTIVE ITEM AND TO MAKE ALL NECESSARY ADJUSTMENTS TO RESTORE THE ENTIRE INSTALLATION TO ITS ORIGINAL SPECIFIED OPERATING CONDITION AND FINISH AT THE TIME OF ACCEPTANCE. END OF SECTION SECTION 2 - PLUMBING REQUIREMENTS 1.1 SCOPE OF WORK A. PROVIDE A COMPLETE SYSTEM OF DOMESTIC, HOT AND GOLD WATER SUPPLY AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. THE SYSTEMS SHALL BE FREE OF WATER HAMMER AND ALL PIPING COMPONENTS SHALL BE ISOLATED TO ELIMINATE ALL AUDIBLE VIBRATION AND NOISE. B. PROVIDE A COMPLETE SANITARY, WASTE, AND VENT SYSTEM AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. PROVIDE TRAP PRIMER CONNECTIONS ON FLOOR DRAINS OR OTHER DEVICES AS INDICATED AND AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. C. PROVIDE A COMPLETE GAS PIPING SYSTEM AS INDICATED ON THE DRAWIN65 AND SPECIFIED HEREIN. PROVIDE ALL GAS COCKS, REGULATORS AND OTHER APPURTENANCES NECESSARY FOR A COMPLETE OPERATIONAL SYSTEM. D. MODIFY EXISTING AUTOMATIC. SPRINKLER SYSTEM AS REQUIRED FOR NEW CONSTRUCTION. PROVIDE ALL REQUIRED PIPN6 AND HEADS AND ALL EQUIPMENT, DRAWINGS AND CALCULATIONS REQUIRED BY NFPA-15, LOCAL AUTHORITY HAVING JURISDICTION. AND OWNERS INSURANCE COMPANY 1.2 SUBMITTALS A. PRODUCT DATA: I. PIPE AND FITTIN&5 2. JOINING METHODS 3. INSULATION 4. PLUMBING FIXTURES AND EQUIPMENT 5. SHOCK ABSORBERS AND TRAP PRIMERS 6. FLOOR DRAINS AND GLEANOUTS 1.3 DOMESTIC WATER A. PIPING MATERIAL: I. ABOVE &ROUND: HARD DRAWN COPPER, ASTM B66, TYPE "L" 2. BELOW FLOOR: ONLY TRAP PRIMER LINES ARE ALLOWED 4 BAR SERVICE PIPING ANNEALED COPPER, A57M B66, TYPE "K" WITH NO FITTIN65 ALLOWED BELOW SLABS. B. FITTINGS: WROUGHT COPPER SOLDER JOINT FITTINS5, AN51 1316.22 C. JOINING METHOD: I. PIPING 2" AND SMALLER: 95% TIN/5% ANTIMONY SOLDER D. VALVES: I. SATE VALVES 2" AND SMALLER: CRANE 426 2. SATE VALVES 2-1/2" AND LARGER: CRANE 465-1/2 S. INSTALL IN MAIN HOT AND GOLD WATER LINES AS INDICATED ON DRAWINGS. 4. WHERE SHOWN ON DRAWINGS, IN LIEU OF SATE VALVES IN WATER LINES 2" AND SMALLER, BALL VALVES MAY BE USED AT CONTRACTOR'S OPTION: NIBCO T56154 E. AIR CHAMBERS AND SHOCK ABSORBERS: 1. AIR CHAMBERS SHALL BE THE SAME MATERIAL AND SIZE A5 PIPE BRANCH OR RISER, MINIMUM OF I6" LONG. 2. INSTALL AIR CHAMBERS: AT TOP OF EACH RISER SERVING A FIXTURE; ON EACH BRANCH SUPPLY HOT AND GOLD WATER TO A GROUP OF FIXTURES. 5. JOSAM i5000-5 SHOCK ABSORBER: UNITS SHALL BE P.D.I. (PLUMBING DRAINAGE INSTITUTE) CERTIFIED, EQUAL PRODUCTS BY SIOUX CHIEF. 4. INSTALL SHOCK ABSORBER AT APPLIANCES AND/OR FIXTURES HAVING QUICK -CLOSING VALVES. S. PROVIDE STAINLESS STEEL. ACCESS DOORS FOR ACCESS TO SHOCK ABSORBERS. F. INSTALLATION: I. PIPING SHALL FOLLOW AS CLOSELY AS POSSIBLE THE ROUTES SHOWN ON THE PLANS AND TAKE INTO CONSIDERATION CONDITIONS TO BE MET AT THE SITE. ALL PIPING SHALL BE INSTALLED W1TH DUE .REGARD TO EXPANSION AND CONTRACTION SO A5 TO PREVENT EXCESSIVE STRAIN AND STRESS IN THE PIPING, AT CONNECTIONS, AND IN EQUIPMENT TO WHICH LINES ARE CONNECTED. 2. DIELECTRIC COUPLINGS SHALL BE INSTALLED WHERE FERROUS PIPE JOINS COPPER LINES AND SHALL BE RATED FOR THE INTENDED PRESSURE AND TEMPERATURE OR SERVICES. 5. COPPER PIPING PA551145 UNDER AND THROUGH CONCRETE SLAB OR WALLS SHALL BE PROTECTED WITH A PROTECTIVE SHEATHING OR WRAPPING TO PREVENT CORROSION OF THE COPPER PIPING. 4. PROVIDE AND INSTALL UNIONS AT PROPER POINTS TO PERMIT REMOVAL OF PIPE, FIXTURES, AND APPLIANCES. 5. PROVIDE ALL ROUGH -INS FOR AND MAKE FINAL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT REQUIRING WATER SUPPLY WHETHER FURNISHED UNDER THIS CONTRACT OR BY OTHERS. 6. ALL WATER PIPING SHOWN TO BE INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED BETWEEN INSULATION AND FINISHED WALL TO PREVENT FREEZING. S. INSULATION: I. DOMESTIC, GOLD WATER LINES: INSULATE WITH 4 LB. OR HEAVIER DENSITY, P THICK MOLDED SECTIONAL GLASS FIBER PIPE GOVERIN& WITH FACTORY APPLIED, WHITE FRS, FIRE RESISTANT, VAPOR BARRIER JACKET. INSULATE VALVES AND FITTINGS WITH MOLDED &LASS FIBER FITTING COVERS EQUAL IN THICKNESS TO THE ADJOINING PIPE COVERING; VAPOR SEAL WITH 10' THICK NET GOAT OF BENJAMIN FOSTER NO. 50-55, OR EQUIVALENT ADHESIVE AND APPLY A CANVAS JACKET SATURATED WITH ADHESIVE. 2. DOMESTIC, HOT WATER LINES: INSULATE WITH 4 LB., OR HEAVIER DENSITY, I" THICK MOLDED SECTIONAL SLA55 FIBER PIPE COVERING WITH FACTORY APPLIED WHITE F;U, FIRE-RE515TANT, JACKET, APPLY INSULATING CEMENT WITH CANVAS JACKET ON VALVES AND FITTINGS. 5. ALL INSULATION AND ACCESSORIES SHALL HAVE COMPOSITE (INSULATION, JACKET, AND ADHESIVE) FIRE AND SMOKE HAZARD RATINS5 A5 TESTED UNDER THE PROCEDURES OF ASTM E64, NFPA 255, AND U.L. 'f25 AND SHALL NOT EXCEED A FLAME SPREAD OF 25 AND SMOKE DEVELOPMENT OF 50. 4. ALL INSULATION SHALL BE CONTINUOUS THROUGH WALL AND GEILIN6 OPENINGS AND SLEEVES. UNSIGHTLY WORK SHALL BE CAUSE FOR REJECTION. 5. PROVIDE PIPING IDENTIFICATION MARKERS FOR ALL INSULATED PIPING SYSTEMS IN SIZES AND COLORS IN ACCORDANCE WITH ANSI A15.1. MARKER5 SHALL BE ROLL FORM MARKERS WITH PRESSURE SENSITIVE ARROWS ON A ROLL SEGURIN& BOTH ENDS OF MARKER WRAPPED COMPLETELY AROUND PIPE AS MANUFACTURED BY 5ETON, EMED OR CRAFTMARK. PROVIDE FLOW ARROWS AT EACH MARKER LOCATION. MARKERS SHALL BE SPACED NOT MORE THAN 20 FEET ON CENTER AND AT EACH CHANGE OF DIRECTION NOT MORE THAN 4 FEET FROM EACH ELBOW. H. TESTING: I. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED. UNDERGROUND PIPING SHALL BE TESTED AND SUCCESSFULLY REPAIRED PRIOR TO BAGKFILLINS. 2. WHEN ROUGH -IN 15 COMPLETED AND BEFORE FIXTURES ARE SET, ENTIRE HOT AND .COLD WATER PIPING SYSTEMS SHALL BE TESTED AT HYDROSTATIC, PRESSURE OF NOT LESS THAN 150 PSI& AND PROVED TIGHT AT THESE PRESSURE FOR NOT LESS THAN FOUR (4) HOURS. 5. IF INSPECTION OR TEST SHOWS DEFECTS, DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED AND INSPECTION AND TESTS SHALL BE REPEATED. I. DISINFECTION: I. AFTER PRESSURE TESTS HAVE BEEN MADE AND LEAKS REPAIRED, FLUSH ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM WITH WATER. 2. INJECT STERILIZING FLUID TO DISINFECT THE NEW PIPING SYSTEM. GHLORINATIN6 MATERIALS UTILIZING LIQUID CHLORINE OR CALCIUM HYPOCHLORITE SHALL BE USED. PROVIDE DOSAGE OF NOT LESS THAN 50 PARTS PER MILLION. 5. RETENTION TIME SHALL BE AT LEAST 24 HOURS AND SHALL PRODUCE NOT LESS THAN 10 PPM OF CHLORINE AT EXTREME ENDS OF THE SYSTEM AT END OF THE RETENTION PERIOD. 4. FLUSH SYSTEM WITH GLEAN WATER UNTIL RESIDUAL CHLORINE 15 REDUCED TO L E-55 THAN 1.0 PPM. DURING FLUSHING PERIOD, OPEN AND CLOSE VALVES AND FAUCETS SEVERAL TIMES AT SEVERAL LOCATIONS. S. REPEAT DISINFECTING UNTIL SATISFACTORY BACTERIOL061CAL RESULTS HAVE BEEN OBTAINED AND CITY HEALTH DEPARTMENT HAS MADE FINAL APPROVAL OF TEST. J. ADJUSTING AND CLEANI146: I. EQUIPMENT, PIPES, AND VALVES SHALL BE GLEANED OF GREASE, METAL CUTTINS5, AND SLUDGE THAT MAY HAVE AGGUMULATED DURING TESTING. 2. STOPPAGE, DISCOLORATION, OR OTHER DAMAGE TO FINISH, FURNISHINGS, OR PARTS OF BUILDING, DUE TO FAILURE TO PROPERLY GLEAN PIPING SYSTEM, SHALL BE REPAIRED. 5. ADJUST FLUSH VALVES AND AUTOMATIC CONTROL DEVICES FOR PROPER OPERATION. 4. WHEN WORK 15 COMPLETE, ADJUST HOT WATER SYSTEMS FOR UNIFORM CIRCULATION. 1.4. SANITARY WASTE AND VENT A. PIPING MATERIAL: GISPI 501, SERVICE WE16HT CAST IRON PIPE OR TYPE DWV HARD DRAWN COPPER PIPE. SCHEDULE 40 PVC, OR A55 PIPE AND FITTINSS MAY BE USED IF ALLOWED BY LOCAL AUTHORITIES HAVING JURISDICTION. B. FITTINGS: I. CAST IRON PIPE: WITH HUBS OR HUBLESS. 2. COPPER PIPE: WROUGHT COPPER SOLDER JOINT FITTINGS, ANSI 616.22. 5. PVC, PIPE: SOCKET TYPE. C. JOINING METHOD: I. CAST IRON PIPE: a. PIPES WITH HU55: PROVIDE NEOPRENE 6A5KET SEALS, ASTM 0564. b. HUBLESS PIPE: PROVIDE STAINLE55 STEEL CORRUGATED SHIELD AND CLAMP ASSEMBLY OVER ONE PIECE NEOPRENE 5EALIN6 SLEEVE, LISP) 510. 2. COPPER PIPE: -qS% TIN/5% ANTIMONY SOLDER WITH NON -CORROSIVE PASTE -TYPE FLUX. 5. PVC, PIPE: SOLVENT CEMENT. D. TRAPS: I. EACH FIXTURE AND PIECE OF EQUIPMENT REQUIRING CONNECTION TO THE WASTE AND SANITARY DRAINAGE SYSTEM, EXCEPT A FIXTURE WITH CONTINUOUS WASTE SHALL BE EQUIPPED WITH A TRAP THAT SHALL BE PROVIDED UNDER THIS CONTRACT. PROVIDE DEEP SEAL TRAPS ON ALL FLOOR DRAINS. E. TRAP PRIMERS: I. TRAP PRIMERS INSTALLED AT WATER OL05ET FLUSH VALVES SHALL BE EQUAL TO SLOAN F-12-AI. ALL OTHER TRAP PRIMERS SHALL BE EQUAL TO PRECISION PLUMBING PRODUCTS, INC., MODEL "PRIME -RITE" P-1 OR P-2 WITH DISTRIBUTION UNITS. 2. WHEREVER POSSIBLE, ALL TRAP PRIMER LINES SHALL BE CONTINUOUSLY SLOPED FROM THE TRAP PRIMER, OR DISTRIBUTION UNIT, TO EITHER DRAIN BODY CONNECTION OR TAILPIPE. PROVIDE STAINLESS STEEL ACCESS DOORS FOR ACCESS TO TRAP PRIMERS. u�����►�illJ� I. TYPE FGO: GLEANOUT FLOOR; JOSAM NO. 56000 SERIES, "LEVEL.EZE", COATED CAST IRON BODY WITH BRONZE PLUS, ADJUSTABLE HOU51N6, 5CORIATED SECURED ROUND SATIN NIGKALOY TOP, VANDAL -PROOF SCREWS, AND INSIDE CAULK CONNECTION. 2. TYPE WCO: CLEANOUT WALL; JOSAM 56"110 SERIES, CAST IRON CAULKING FERRULE WITH BRA55 RAISED HEAD PLUS, POL15HED NICKALOY OR STAINLESS STEEL GOVERPLATE. 5. CLEANOUT LOCATIONS: PROVIDE IN THE BASE OF EACH STACK OR IN51DE LEAVER AND AT EACH CHANGE IN DIRECTION OF THE PIPING. DISTANCE BETWEEN CLEANOUTS IN HORIZONTAL LINES SHALL NOT EXCEED 50 FEET. DISTANCE BETWEEN CLEANOUT5 ON THE EXTERIOR OF THE BUILDING SHALL BE SPACED NO MORE THAN 010 FEET. 4. CLEANOUT SIZING: CLEANOUT5 SHALL BE OF THE SAME NOMINAL 51ZE A5 THE PIPE WITH WHICH THEY ARE INSTALLED UP TO 411 , AND 4" IN SIZE FOR LARGER PIPING. 5. CLEANOUT5 IN FINISHED AREAS: PROVIDE HEAVY CAST DRA55 PLUS WITH COUNTERSUNK HEAD AND STAINLESS STEEL TOPS OR ACCESS PLATES. EACH ACCESS TOP OR PLATE SHALL BE FACTORY ENGRAVED AND EMBOSSED WITH NAME OF THE SERVICE FOR WHICH IT 15 USED AND PIPE MATERIAL, IF DIFFERENT FROM CAST IRON. 6. VENT CAP5: JOSAM NO. 26*700 SERIES IRON VANDAL -PROOF HOODED VENT GAP WITH FROST PROOF OPENINS5, COUNTER FLASHING COLLAR, DEEP PROTECTIVE HOOD AND PZCE55ED SECURING SCREWS. PROVIDE VENT GAP ON ALL VENTS THROUSH ROOF. G. INSTALLATION: I. SANITARY PIPING: GRADE UNIFORMLY TO THE OUTSIDE SEWER CONNECTION WITH FITTINGS AND CONNECTION INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE OR ORDINANGE5. IN NO CASE SHALL THE GRADE FOR HORIZONTAL PIPING BE LESS THAN A UNIFORM GRADE OF 1/4" PER FOOT FOR 3" PIPING AND SMALLER, AND NOT LESS THAN 1/6" PER FOOT FOR 4" AND LARGER PIPE. 2. GONTTRAGTOR SHALL FIELD VERIFY THE LOCATION AND INVERT ELEVATION OF THE POINT OF CONNECTION TO THE SANITARY SEWER SYSTEM PRIOR TO DETERMINING FINAL ROUTING OF SOIL, WASTE AND VENT PIPING. 5. VENT PIPING: INSTALL A5 INDICATED ON THE PLANS, WITH THE VENTS EXTENDING AND FLASHED THROUGH THE ROOF. LOCATE ALL VENTS THROUSH ROOF A MINIMUM OF 10'-0" FROM ANY FRESH AIR INTAKE. H. TESTING: I. ALL WASTE AND VENT PIPING SHALL BE TESTED. UNDERGROUND PIPING SHALL BE TESTED AND SUCCESSFULLY REPAIRED PRIOR TO BACKPILLING. 2. WASTE AND VENT PIPING SHALL BE TESTED AT COMPLETION OF THE ROUGH -IN WORK AND BEFORE FIXTURES AND TRAPS ARE CONNECTED. OPENINGS, EXCEPT TOPS OF BENDS, ARE TO BE PLUGGED AND THE SYSTEM COMPLETELY FILLED WITH WATER. SYSTEM SHALL STAND WITHOUT LEAK OR LOSS OF WATER FOR A PERIOD OF NOT LESS THAN FOUR (4) HOURS. 1.5 EQUIPMENT DRAIN PIPING A. DRAIN PIPING SHALL BE TYPE "OW" HARD DRAWN COPPER PIPE WITH CAST OR WROUGHT COPPER DRAINAGE PATTERN FITTINGS, OR MAY BE SCHEDULE 40 GALVANIZED STEEL PIPING WITH GALVANIZED MALLEABLE IRON DRAINAGE PATTERN THREADED FITTINGS. B. ALL EQUIPMENT DRAIN PIPING SHALL BE INSULATED WITH 1/2" THICK FOAMED PLASTIC EQUAL TO ARMSTRONS ARMAFLEX, 0ERTAINTEED-5T. 605AIN ULTRA FOAM OR JOHNS-MANVILLE AEROTUBE 5LIPPED ON WHILE THE PIPIN6 15 BEING FABRICATED WITH JOINTS SEALED USING AN ADHESIVE RECOMMENDED BY THE MANUFACTURER. THE INSULATION SHALL BE CONTINUOUS FROM THE DRAIN OPENING IN THE AIR CONDITIONING UNIT PAN TO THE POINT OF DISCHARGE. INSULATION SHALL MEET A57M E64 REQUIREMENTS. 1.5 NATURAL GAS PIPING A. ABOVEGROUND PIPING: I. 2" AND SMALLER: a. PIPE: SCHEDULE 40, CARBON STEEL, ASTM A55, GRADE B SEAMLESS OR EL.EGTRIC RE515TANCE WELDED ENDS THREADED AND COUPLED. b. FITTINGS: 150 POUND GLASS, ASTM A47, GRADE 52510, BLACK MALLEABLE IRON, SCREWED. ANSI BI6.1 c. UNIONS: 150 POUND GLASS, ASTM A471 6RADE 52510, BLACK MALLEABLE IRON, SCREWIED GROUND JOINT, BRONZE TO IRON SEAT. ANSI 52.1 NP5 THREAD. d. THREAD: TFE TAPE 1/2" WIDE X 5 MIL THICKNESS, SCOTCH BRAND OR APPROVED EQUAL. a. STRAINERS: 250 POUND S.W.P., SCREWED, CAST IRON BODY, "Y" PATTERN, 20 MESH PERFORATED STAINLESS STEEL SCREEN. f. P1.116: 150 POUND CAST STEEL, SCREWED GLAND TYPE, WRENCH OPERATED. VALVES: LUBRICATED, SCREWED ENDS. A 132.1, NORDSTROM FIG. 1424 OR EQUAL. g. PR -55URE REGULATOR: WEATHERPROOF, NATURAL GAS PRESSURE REGULATOR CAPABLE OF REDUCING THE SUPPLY PRESSURE TO THE OPERATING PRESSURE OF THE SAS FIRED EQUIPMENT. REGULATOR SHALL BE A UL LISTED DEVICE THAT COMPLIES WITH ALL FEDERAL,' STATE AND LOCAL CODES. ACCEPTABLE MANUFAGTURER5 ARE AMERICAN METER, F15HER AND ROCKWALL. 2. 2-1/2" AND LARGER: a. PIPE: SCHEDULE 40, CARBON STEEL, ASTM ASS, GRADE B ELECTRIC, RESISTANCE WELDED OR SEAMLESS, ENDS BEVELED FOR WELDING. b. FITTINGS: 150 POUND GLASS, SCHEDULE 40, CARBON STEEL, ENDS BEVELED FOR WELDING. ALL ELBOWS LONG RADIUS UNLESS OTHERWISE NOTED ON THE DRAWINGS. ASTM A254, ANSI 516.91. c. FLANSES: 150 POUND CLASS, FORGED STEEL, WELDING NECK TYPE, RAISED FACE TYPE, FACED AND DRILLED. ASTM AI61, ANSI 516.5. d. PLUG VALVES: 150 POUND SERIES, FLANSED ENDS, CAST -STEEL, LUBRICATED, BOLTED GLAND TYPE, WRENCH OPERATED, ANSI BI6.5. NOR5TROM FIG. Ig25 OR EQUAL. B. GLEANING: BEFORE ERECTION, ALL PIPING SHALL BE GLEANED PER NFPA NO. 54 AND A5 FOLLOWS: I. LOOSEN DIRT, SAND OR SCALE BY HAMMERING OR BRUSHING, 2. BLOW WITH AIR OR HOSE WITH GLEAN WATER. 5. SEAL ENDS OF PIPE STORED ON THE JOB SITE. C. INSTALLATION:NE I. 6ERAL: ALL OPENIN65 IN THE PIPING SYSTEM SHALL BE PLU66ED TO PREVENT THE ENTRY OF FOREI6N MATERIAL WHEN WORK 15 NOT BEING PERFORMED ON THE SYSTEM. 2. CONGEALED PIPING: CONGEALED PIPING ABOVE GEILINSS AND/OR WITHIN WALLS SHALL BE INSTALLED IN A VENTILATED 4. THREADED CONNECTIONS: THREADS SHALL BE GLEANED OUT WITH NO STRIPPING OR BURRS. IMMEDIATELY BEFORE ERECTION, REMOVE ALL FOREIGN MATTER FROM BOTH MALE AND FEMALE THREADS. COAT THE ENTIRE MALE THREAD SURFACE WITH TFE THRED TAPE. MAKE UP EACH JOINT SUFFICIENTLY FOR THE THREADS TO SEIZE. 1.6 PLUMBING FIXTURES AND EQUIPMENT A. PLUMBINS FIXTURES: I. PLUMBING FIXTURES SHALL BE NEW, FIRST QUALITY, FREE FROM MARS OR CHIPS. 2. EACH FIXTURE SHALL BE COMPLETE WITH REQUIRED TRIM. 5. ALL HANGERS, SUPPORTS, BRACKET'S, ETC. SHALL BE PROVIDED FOR THE PROPER INSTALLATION OF ALL FIXTURES REQUIRING SUPPORT. WALL HUNG FIXTURES SHALL BE RI61OLY SUPPORTED BY APPROVED HANGERS, CHAIR CARRIERS, ETC. CONGEALED CHAIR CARRIERS SHALL HAVE VERTICAL MEMBERS WITH FOOT SUPPORTS BOLTED TO THE FLOOR. B. GAS FIRED WATER HEATER: I. REUSE EXISTING WATER HEATER. CONTRACTOR SHALL GLEAN AND RESTORE WATER HEATER SYSTEM TO ORIGINAL OPERATING CONDITION 2. PROVIDE AUTOMATIC REGL051NG ASME RATED PRESSURE AND TEMPERATURE RELIEF VALVES AT HEATER. EXTEND FULL SIZE RELIEF LINE FROM TEMPERATURE AND PRESSURE RELIEF VALVE TO NEAREST FLOOR VRAIN OR MOP SINK. 3. WATER HEATER SHALL HAVE A WRITTEN ONE (1) YEAR WARRANTY AND A WRITTEN THREE (5) YEAR WARRANTY AGAINST TANK FAILURE DUE TO RUST, CORROSION OR ELECTROLYTIC ACTION. C. ADJUSTING AND CLEANINS: I. INSPECT AND ADJUST FAUCETS, FLUSH VALVES, STOP VALVES, AND SIMILAR DEVICES TO DETERMINE THAT THEY OPERATE PROPERLY AND DISCHARGE THE PROPER QUANTITIES OF WATER. 2. GLEAN FIXTURES, EQUIPMENT, TRIM, AND ACCESSORIES OF FOREIGN MATERIAL INCLUDING LABELS. 1.1 PIPE HANGERS A. PIPE HAN6ER5 (EXCEPT FIRE PROTECTION) SHALL BE FEE AND MASON OF A TYPE SUITABLE FOR EACH USE. PERFORATED STRAPS SHALL NOT BE USED IN ANY WORK. FOR FERROU5 PIPES UP TO AND INCLUDINS FOUR (4) INCHES IN SIZE, USE FEE AND MASON FIG. Iqq MALLEABLE IRON, ADJUSTABLE, SPLIT RING, SWIVEL HANGER. FOR PLUMBING PIPING LARGER THAN FOUR (4) INCHES, USE FEE AND MASON FIG. 254 STEEL CLEVIS HANGER. FOR COPPER PIPES UP TO AND INCLUDING THREE 0) INCHES IN SIZE, USE FEE AND MASON Fib. 560 MALLEABLE IRON, COPPER -PLATED HANGERS. FOR COPPER PIPES LARGER THAN THREE (5) INCHES, USE FEE AND MA50N FIG. 564 COPPER -PLATED GLEVIS HANGER. B. HANGER ROD SIZES SHALL CONFORM TO THE FOLLOWING 5GHEDULE: PIPE UP TO AND INCLUDING 2" 5/6" RODS PIPE 2-1/2", 5", AND 5-1/2" 1/2" RODS PIPE 4" AND 5" 5/6" R0V5 PIPE 6" 5/4" RODS C. UNLESS SHOWN OTHERWISE ON THE PLANS, ALL HORIZONTAL RUNS OF FERROUS PIPING SHALL BE SUSPENDED FROM THE FLOOR OR ROOF CONSTRUCTION, BY MEANS OF HANGERS WITH THE FOLLOWING MAXIMUM SPAGIN6: PIPE UP TO AND INGLUDINS 1-1/4" 6 FEET PIPE 1-1/2" AND 2" 10 FEET PIPE FE 2-1/2" AND 5" 12 ET PIPE 5-1/2" AND 4" 14 FEET PIPE 5" AND 6" 16 FEET D. UNLESS SHOWN OTHERWISE ON THE PLANS, ALL HORIZONTAL RUNS OF COPPER PIPING SHALL BE SUSPENDED FROM THE FLOOR OR ROOF CONSTRUCTION, BY MEANS OF HANGERS WITH THE FOLLOWING MAXIMUM SPACING: PIPE UP TO 5/4" IN SIZE 5 FEET PIPE I" AND 1-1/4" 6 FEET PIPE 1-1/2" AND LARGER 6 FEET PIPE 2-1/2" AND LARGER 10 FEET E. THERE SHALL BE A HANGER WITHIN TWO (2) FEET OF EACH ELBOW OR TEE. ADDITIONAL SUPPORTS SHALL BE PROVIDED FOR VALVES, ETC,. CAST IRON PIPE SHALL HAVE NOT LESS THAN ONE HANSER PER LENGTH OF PIPE. VERTICAL RISERS SHALL BE SUPPORTED BY APPROVED RISER CLAMPS. VERTICAL PIPES WITHIN A SPACE SHALL HAVE NOT LESS THAN TWO (2) SUPPORTS. F. SUPPORTS AND HANSERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN THE PIPING SYSTEMS. HANGERS SHALL PERMIT VERTICAL ADJUSTMENT TO MAINTAIN PROPER PITCH. WHERE NECESSARY TO CONTROL EXPANSION AND CONTRACTION, THE PIPING SHALL BE GUIDED AND FIRMLY ANCHORED. NO PIPING SHALL BE SELF-SUPPORTING; NOR SHALL IT BE SUPPORTED FROM EQUIPMENT CONNECTIONS. S. FOR DOMESTIC, GOLD WATER PIPING AND PIPING RECEIVING GOLD CONDENSATE, PIPE HANGERS SHALL BE SIZED TO 60 AROUND THE INSULATION WITH METAL SADDLE SHIELDS BEING PROVIDED TO PROTECT THE INSULATION. SADDLE SHIELDS SHALL N51 BE FORMED TO FIT THE INSULATION AND SHALL EXTEND UP TO THE CENTERLINE OF THE PIPE. SADDLES SHIELDS SHALL BE OF GALVANIZED SHEET METAL AND SHALL BE CONSTRUCTED AS FOLLOWS: PIPE UP TO 5" IN SIZE 16 SAUSE 12" LONG PIPE 4" IN SIZE AND LARSER 12 SAUSE 16" LONG 1.6 SLEEVES AND ESCUTCHEONS A. GENERALLY WHERE PIPES PASS THROUGH WALLS OR FLOORS, 22 6AUSE GALVANIZED SHEET IRON SLEEVES SHALL BE USED, EXCEPT THOSE IN BEAMS, OUTSIDE WALLS, STRUCTURE MEMBERS, OR IN THE CONCRETE SLABS, WHICH SHALL BE STANDARD WEIGHT GALVANIZED STEEL PIPE. THE SIZES OF THESE SLEEVES SHALL BE SUCH AS TO PERMIT THE SUBSEQUENT INSERTION OF PIPE OF THE PROPER SIZE WITH ADEQUATE CLEARANCE FOR MOVEMENT DUE TO EXPANSION AND CONTRACTION. AFTER THE PIPES ARE INSTALLED, FILL THE ANNULAR SPACE BETWEEN THE PIPE AND ITS SLEEVE WITH FIREPROOF MASTIC. GALVANIZED STEEL PIPE SLEEVES SET IN FLOORS SHALL PROJECT TWO (2) INCHES ABOVE THE FLOOR. B. ESCUTCHEONS, EXCEPT AS SPECIFICALLY NOTED, SHALL BE INSTALLED ON ALL PIPES PASSING EW05M THROUGH THE FLOORS, WALLS, OR CEILIN65. ESCUTCHEONS SHALL BE EQUAL TO THE CRANE NO. 10, CHROME PLATED SECTIONAL FLOOR AND GEILIN6 PLATES, AND SHALL FIT SNUGLY AND NEATLY AROUND PIPE OR PIPE INSULATION. SOLID CHROME PLATES WITH SET SCREWS SHALL BE USED IF SECTIONAL PLATES DO NOT FIT PROPERLY OR STAY IN PLACE. OF � r'•v'1� !,llr % * *;Or .................... 0........ SNUJI OKUDA 54327 '.16• 01 tHE SEAL FARING ON THIS DOCUMENT WAS AUTHORIZED BY SNUJI OKUDA, P.E. U327 ON FEBRUARY 16, 2007 SLEEVE OR CHANNEL. NO GAS PIPING SHALL BE ALLOWED BENEATH FOUNDATION5 OR BUILDING SLABS. 5. WELDING: WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERWIITTING AND CONSTRUCTION 2351 w. Northwest Highway Tel (214) 350-6487 Su1fe 1203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #5027 ON FEBRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 M N N n a X ry W W W LnM I Or)Q w x W w � z � w W n � Q L� n-*,, CD JOS N0.061 q REVISIONS NO, DATE DESCRIPTION DATE 02-16-2007 SWEET spi 0 1.41 EXCAVATION AND BACKFILLIN6 A. TRENCHES FOR UNDERGROUND PIPING SHALL BE EXCAVATED TO REQUIRED DEPTHS WITH BELL HOLES PROVIDED AS NECESSARY TO INSURE UNIFORM BEARING. CARE SHALL BE TAKEN NOT TO EXCAVATE BELOW DEPTH, AND ANY EXCAVATION BELOW DEPTH SHALL BE REFILLED WITH SAND OR GRAVEL AND FIRMLY COMPACTED. WHERE ROCK OR HARD OBJECTS ARE ENCOUNTERED, THEY SHALL BE EXCAVATED TO A GRADE SIX (6) INCHES BELOW A5 SPECIFIED. B. AFTER THE PIPE HAS BEEN INSTALLED, TESTED, AND APPROVED, THE TRENCHES SHALL BE BAGKFILLED WITH EIGHT (8) INCHES OF SAND OR GRAVEL, FREE OF ROCKS, METAL, OR OTHER FOREIGN MATERIALS, AND TO GRADE WITH APPROVED MATERIAL, HELL TAMPED OR COMPACTED IN PLACE. C. ALL PIPING OUTSIDE THE BUILDING SHALL BE INSTALLED BELOW THE FROST LINE. WHERE STREETS, SIDEWALKS, ETC., ARE GUT OR DAMAGED BY THIS WORK, THE EXPENSE OF REPAIR SHALL BE PART OF THIS CONTRACT. D. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR DE516N AND EXECUTION OF ACCEPTABLE TRENCHING AND SHORING PROCEDURES, IN ACCORDANCE WITH THE STATE OF TEXAS LAW. ON TRENCH EXCAVATION IN EXCESS OF FIVE FEET IN DEPTH, CONTRACTOR SHALL PAY A QUALIFIED ENGINEER TO PREPARE DETAILED PLANS AND SPECIFICATIONS DIREGTIN6 CONTRACTOR IN THE SAFE EXECUTION OF TRENCHING AND SHORING. IT 15 UNDERSTOOD THAT TRENCH SAFETY SYSTEMS CONSTITUTE A MEANS AND METHOD OF CONSTRUCTION FOR WHICH THE ARCHITECT, ENGINEER, AND OWNER ARE NOT RESPONSIBLE. 1.10 FLA5HIN65 A. FLASH AROUND ALL PIPES PASSING THROUGH THE ROOF IN CONNECTION WITH THIS CONTRACT IN A MANNER RECOMMENDED AND APPROVED BY THE ROOFING SYSTEM MANUFACTURER. EXTEND FLASHING UP THE PIPE AND THEN TURNED OVER ONE (1) INCH INTO THE PIPE CAVITY. S. MAKE ALL ROOF PENETRATIONS IN ACCORDANCE WITH THE ROOFING SYSTEM MANUFACTURER'S APPROVED METHODS. END OF SECTION SECTION 5 - HVAG REQUIREMENT'S 1.1 SCOPE OF WORK A. FURNISH AND INSTALL ALL HEATING, VENTILATING, AND AIR CONDITIONING RELATED EQUIPMENT AND AC4,E550RIE5 A5 INDICATED ON THE DRAWIN65 AND SPECIFIED HEREIN. B. IT 15 INTENDED THAT THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS BE COMPLETE WORKING SYSTEMS AND SHALL INCLUDE NECESSARY HANGERS, SUPPORTS, CONTROL DEVICES, AND ACCESSORIES. 1.2 SUBMITTALS A. PRODUCT DATA: I. PACKAGED ROOF TOP AIR CONDITIONING UNITS 2. EXHAUST FANS 5. 6RILLE5, RE615TER5, AND DIFFUSERS 1.5 PACKAGED ROOF TOP AIR GONDITIONIN6 UNITS A. PROVIDE A PACKAGED OUTDOOR, ELECTRICALLY -CONTROLLED HEATING AND GOOLI N6 UNIT UTILIZING A COMPRESSOR FOR COOLING AND &A5 COMBUSTION FOR HEATING A5 SPECIFIED HEREIN AND A5 50HE 7JLED ON THE DRAWIN65. ALL UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. PAGKA6ED ROOFTOP UNITS: I. GENERAL: UNITS SHALL BE FACTORY ASSEMBLED, 51N SLE PIECE HEATING AND COOLING UNITS. CONTAINED WITHIN THE UNIT ENCLOSURE SHALL BE ALL FACTORY WIRING, PIPING, CONTROLS, AND REFRIGERANT CHARGE (R-22). 2. UNIT CABINET: UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL WITH BAKED ENAMEL FINISH ON ALL EXTERNALLY EXP05W SURFACES. THE EVAPORATOR FAN COMPARTMENT INTERIOR CABINET SHALL BE INSULATED WITH FLEXIBLE FI5ER6LAS5 INSULATION, COATED ON THE AIR SIDE. ALUMINUM FOIL -FACED F15 RSLASS INSULATION SHALL BE USED IN THE 6A5 HEAT COMPARTMENT. 5. EVAPORATOR FAN: FAN SHALL BE BELT DRIVEN WITH ADJU5TA5L.E-PITCH MOTOR PULLEY. FAN WHEEL. SHALL BE DOUBLE INLET TYPE WITH FORWARD -CURVED BLADES. 5EARIN65 SHALL BE SEALED, PERMANENTLY LUBRICATED BALL -BEARING TYPE. 4. CONDENSER FAN: CONDENSER FAN SHALL BE DIRECT DRIVEN PROPELLER TYPE AND SHALL 0150HAR6E AIR VERTICALLY. 5. INDUCED -DRAFT BLOWER: INDUCED -DRAFT BLOWER SHALL BE OF THE DIRECT DRIVEN, 51N&LE INLET, FORWARD CURVED 0ENTRIFU6AL TYPE, MADE FROM STEEL WITH CORROSION -RESISTANT FINISH. 6. COMPRESSORS: COMPRESSORS SHALL BE HERMETIC, TYPE, INTERNALLY PROTECTED WITH FACTORY MOUNTED INTERNAL SPRING ISOLATORS. 1. COILS: EVAPORATOR AND CONDENSER COILS SHALL HAVE ALUMINUM PLATE FINS MECHANICALLY BONDED TO COPPER TUBES WITH ALL JOINTS BRAZED. EVAPORATOR COIL SHALL BE OF THE FULL FACE ACTIVE DE516N. 6. HEATING SECTION: THE HEATING SECTION SHALL THE MANUFACTURER'S STANDARD CONSTRUCTION FOR GAS FIRED HEAT EXCHANGERS AND BURNERS WITH THE FOLLOWING CONTROLS: a. REDUNDANT GAS VALVES. b. INTERMITTENT PILOT IGNITION WITH ELECTRONIC, SPARK IGNITION OR PILOTLESS HOT SURFACE 16NITION. a. HIGH LIMIT GUT -OUT. d. FORGED DRAFT PROVING SWITCH. 4. REFRI6ERANT COMPONENTS: REFRIGERANT CIRCUIT COMPONENTS SHALL INCLUDE REFRIGERANT STRAINER AND SERVICE SASE CONNECTIONS ON SUCTION, DISCHAR6E AND LIQUID LINES. 10. FILTER SECTION: FILTER SECTION SHALL CONSIST OF FACTORY INSTALLED, LOW VELOCITY, THROWAWAY 2-IN. THICK FIBERGLASS FILTERS OF COMMERCIALLY AVAILABLE SIZES. FILTER FACE VELOCITY SHALL NOT EXCEED 520 FPM AT NOMINAL AIRFLOWS. THE FILTER SECTION SHOULD USE ONLY ONE SIZE FILTER, II. CONTROLS AND SAFETIES: UNIT CONTROLS SHALL BE COMPLETE WITH SELF-CONTAINED LOW VOLTAGE CONTROL CIRCUIT PROTECTED BY AN AUTO-RE5ET DEVICE. SAFETIES SHALL INCLUDE OVER TEMPERATURE AND OVER CURRENT DEVICES TO SHUT OFF GOMPRE550R5. THE HEATING SECTION SHALL BE PROVIDED WITH 1­116H-TEMPERATURE LIMIT SWITCHES, INDUCED DRAFT MOTOR SPEED SENSOR, FLAME ROLLOUT 5WITGH AND FLAME PROVING CONTROLS. G01APRE550RS SHALL BE CAPABLE OF OPERATION DOWN TO 25 F AMBIENT OUTDOOR TEMPERATURE. 12. ELECTRICAL REQUIREMENTS. ALL UNIT POWER WIRING SHALL ENTER THE UNIT CABINET AT A 51NSLE FACTORY-PREDRILLED LOCATION. 15. MOTORS: COMPRESSOR MOTORS SHALL HAVE LINE BREAK THERMAL AND CURRENT OvTRLOAD PROTECTION. FAN MOTORS SHALL HAVE PERMANENTLY LUBRICATED BEARIN65 AND INHERENT AUTOMATIC, RESET THERMAL OVERLOAD PROTECTION. 14. SPECIAL FEATURES: a. UNITS SHALL BE FURNISHED WITH A TWO -POSITION DAMPER PACKAGE WITH 51NSLE BLADE DAMPER AND MOTOR WHICH WILL ADMIT UP TO 25% OUTDOOR AIR. DAMPER SHALL CLOSE UPON INDOOR FAN SHUTOFF. b. A -1-DAY ELECTRONIC, PROGRAMMABLE i-MATIN6/COOLING THERMOSTAT WITH AUTOMATIC CHANGEOVER SHALL BE PROVIDED. c. UNITS SHALL BE PROVIDED WITH COMPRESSOR CYCLE DELAYS TO PREVENT RE5TARTIN6 FOR A MINIMUM OF 5 MINUTES. C. PAGKAfiED ROOF TOP UNITS SHALL BE AS MANUFACTURED BY CARRIER, TRANS, LENNOX, OR APPROVED EQUAL. 1.4 EXHAUST FANS A. PROVIDE EXHAUST FANS AS SPECIFIED HEREIN AND AS INDICATED ON THE DRAWINGS. EXHAUST FANS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. FANS SHALL BE AMGA CERTIFIED DIRECT OR BELT -DRIVE UNITS, P051TIVELY VENTILATED, STATICALLY AND DYNAMICALLY BALANCED WITH PERMANENTLY LUBRICATED MOTORS OM16NED FOR CONTINUOUS DUTY WITH SEALED BALL BEARINGS. FANS SHALL HAVE NON -OVERLOADING ALUMINUM IMPELLERS. HOODS, HOUSING, AND BASE SHALL BE CONSTRUCTED OF HEAVY 6AU6E ALUMINUM. G. KITCHEN HOOD EXHAUSTER I. THE FAN SHALL BE SPUN A SPUN ALUMINUM, ROOF MOUNTED, BELT DRIVEN, UPBLAST CENTRIFUGAL. EXHAUST VENTILATOR. 2. FAN SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL -162). FAN. SHALL BEAR THE AMGA CERTIFIED RATIN65 SEAL FOR SOUND AND AIR PERFORMANCE. 5. THE FAN SHALL BE OF BOLTED AND WELDED CONSTRUCTION UTILIZING CORR051ON RESISTANT FASTENERS. A TWO PIECE TOP GAP SHALL HAVE QUICK RELEASE LATCHES TO PROVIDE ACCESS INTO THE MOTOR COMPARTMENT. AN INTEGRAL CONDUIT CHASE SHALL BE PROVIDED INTO THE MOTOR COMPARTMENT TO FACILITATE WIRING CONNECTIONS. 4. THE MOTOR, BEARIN65 AND DRIVES SHALL BE MOUNTED ON A STEEL A55EMBLY AND ISOLATED FROM THE UNIT STRUCTURE. THESE COMPONENT5 SHALL BE ENCLOSED IN A WEATHER -TIGHT COMPARTMENT, SEPARATED FROM THE EXHAUST AIRSTREAM. S. WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED, CONSTRUCTED OF 100 PERCENT ALUMINUM. 6. BELTS SHALL BE OIL AND HEAT RESISTANT, NON -STATIC TYPE. DRIVES SHALL BE SIZED FOR 150 PERCENT OF THE INSTALLED MOTOR HORSEPOWER. -1. ROOF CURB SHALL BE FACTORY FABRICATED, INSULATED WITH CONTINUOUSLY WELDED CORNERS. CURB SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM. A VENTED EXTENSION SHALL BE PROVIDED TO INCREASE THE DISCHARGE HEIGHT OF THE FAN. VENTS SHALL ALLOW THE INTERIOR DUCT TO DISSIPATE HEAT. THE VENTED EXTEN51ON SHALL BE CONSTRUCTED OF 6ALVANIZED STEEL.. 6. THE FAN SHALL BE PROVIDED WITH A HINGED BASE TO ALLOW ACCESS TO THE FAN INLET AND INTERIOR DUCT FOR GLEANING AND INSPECTION. THE BASE SHALL BE CONSTRUCTED OF ALUMINUM, 1.5 FILTERED MAKEUP AIR UNIT A. PROVIDE FILTERED MAKEUP AIR UNITS AS SPECIFIED HEREIN AND AS INDICATED ON THE DRAWIN65. UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. FILTERED MAKEUP AIR UNIT I. ROOF MOUNTED SIDE INTAKE, FILTERED MAKEUP AIR UNITS SHALL BE BELT DRIVEN WITH A DOUBLE WIDTH, DOUBLE INLET, FORWARD CURVED CENTRIFUGAL BLOWER. THE UNIT ASSEMBLY SHALL BE MOUNTED ON VIBRATION ISOLATORS. 2. MOTOR DRIVES SHALL BE MACHINED CAST IRON AND VARIABLE PITCH THROUGH 5 HORSE POWER. BELTS SHALL BE NON-5TATIG AND OIL RESISTANT. BOTH MOTOR AND BLOWER BEARIN66 SHALL USE PERMANENTLY LUBRICATED SEALED BALL BEARIN65. 5. THE BLOWER HOUSING SHALL BE FABRICATED OF HEAVY 6AU6E PAINTED STEEL WITH REMOVABLE PANELS FOR ACCESS TO FAN AND TEMPERING UNIT COMPONENTS. THE UNIT SHALL HAVE A 6ALVANIZED STEEL HOOD OF ADEQUATE SIZE TO PREVENT MOISTURE FROM ENTERING THE BUILDING. 4. FILTERS SHALL BE OF THE PERMANENT, ONE INCH, WASHABLE ALUMINUM TYPE AND SHALL BE EASILY REMOVED FOR GLEANING. 5. THE MAKEUP AIR UNIT SHALL BE FURNISHED WITH A CORRUGATED MEDIA TYPE EVAPORATIVE COOLER. THE EVAPORATIVE COOLER SHALL BE SUPPLIED AS AN INTEGRAL PART OF THE MAKEUP AIR UNIT. THE EVAPORATIVE COOLING MODULE SHALL BE FACTORY ASSEMBLED AND CONSTRUCTED OF INDUSTRIAL GRADE ASS PLASTIC, WITH LEAK TIGHT SEAMS IN THE BASE PAN, RESERVOIR AND DRAIN FITTING AREAS. THE EVAPORATIVE COOLER SHALL BE ENCLOSED WITHIN THE GALVANIZED STEEL HOU51N6 OF THE MAKEUP AIR UNIT. THE EVAPORATIVE COOLER SHALL INCLUDE A RECIRCULATION PUMP WITH A SCREENED INLET AND SHALL ALSO INCLUDE AN ANTIFREEZE FEATURE THAT WILL AUTOMATICALLY DRAIN THE WATER LINES AND DRAIN PAN ASSEMBLY TO PREVENT FREEZING. 6. THE PREWIRED CONTROL CENTER SHALL INCLUDE AN INTEGRAL MASTER DISCONNECT SWITCH WITH FUSE BLOCKS FOR MAIN POWER CONNECTION, MAGNETIC MOTOR STARTERS WITH THERMAL OVERLOADS AND MANUAL RESET, FUSED 115 VOLT CONTROL TRANSFORMER, AND DISTRIBUTION TERMINAL CONTROL STRIP FOR CONTROL WIRING CONNECTION. WIRING SHALL BE COMPLETE, REQUIRING ONLY ONE -POINT FIELD CONNECTION FOR POWER SERVICE. 1. UNITS SHALL CARRY THE AMGA CERTIFIED RATING SEAL FOR AIR AND SOUND PERFORMANCE WITH FILTERS IN PLACE. 6. ROOF CURB SHALL BE FACTORY FABRICATED, INSULATED WITH CONTINUOUSLY WIELDED CORNERS. CURB SHALL BE CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM, G. SUPPLY FANS SHALL BE A5 MANUFACTURED GOOK, CAPTIVE AIRE OR EQUAL 1.5 DUCTWORK A. ALL DUCTWORK SHOWN ON THE DRAWIN65, SPECIFIED, OR REQUIRED FOR THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL BE CONSTRUCTED AND ERECTED IN A FIRST -GLASS WORKMANLIKE MANNER. B. ALL DUCTS SHALL BE ERECTED IN THE GENERAL LOCATIONS SHOWN ON THE DRAWIN65, BUT MUST CONFORM TO ALL STRUCTURAL AND FINISH CONDITIONS OF THE BUILDING. BEFORE FABRICATING ANY DUCTWORK, THE CONTRACTOR SHALL CHECK THE PHYSICAL CONDITIONS OF THE JOB SITE, AND SHALL MAKE ALL NECESSARY CHANGES IN CROSS SECTIONS, OFFSETS, ETC,., WHETHER THEY ARE SPECIFICALLY INDICATED OR NOT. Co. BEFORE STARTING SHOP PRANIN66 OR FABRICATION OF ANY DUCTWORK, THE CONTRACTOR MUST HAVE AN APPROVED REFLECTED GEILIN6 PLAN WITH WHICH HE CAN COORDINATE LOCATION OF AIR OUTLETS, LIGHTS, TILE PATTERNS, ETC. D. THE SIZES OF DUCTS INDICATED ON THE DRAWINGS ARE THE REQUIRED INTERNAL AIR STREAM DIMENSIONS. E. DUCT CONSTRUCTION: I. ALL SUPPLY, RETURN, AND GENERAL. EXHAUST DUCTS SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE STEEL SHEETS TO LOW PRESSURE DUCTWORK STANDARDS. THE 6AUSE5 OF METAL TO BE USED, DUCT CONSTRUCTION DETAILS, THE CONSTRUCTION AND BRACING OF JOINTS, AND DUCT HANGER AND SUSPENSION METHODS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE 5MACNA HVAG DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. 2. GREASE DUCTS SHALL BE BLACK CARBON STEEL NOT LESS THAN 0.054 INCHES. ALL SEAMS, JOINTS, AND PENETRATIONS SHALL HAVE A LIQUID TIGHT, CONTINUO5, EXTERNAL. WELD. 5. ROUND LOW PRESSURE DUCTS SHALL BE SPIRAL WOUND AS MANUFACTURED BY UNITED SHEET METAL COMPANY OR SHOP FABRICATED ROUND DUCTS WITH PITTSBURGH LOCK LONGITUDINAL SEAMS. GAUGES FOR SHOP FABRICATED DUCTS SHALL BE AS FOLLOWS: UP TO 12" IN DIAMETER NO. 26 6AU6E I5" TO 50" NO. 24 GAUGE 51 " TO 42" NO. 22 SAUCE 45" TO 60" NO. 20 SAUCE ELBOWS SHALL HAVE A CENTERLINE ENTERE RADIUS OF 1-1/2 TIMES DUCT DIAMETER AND MAY BE SMOOTH ELBOWS OR 5 PIECE q0 DEGREE ELBOW5 AND 5 PIECE 45 DEGREE ELBOWS. JOINTS OF ROUND DUCTS SHALL BE BLIP TYPE WITH A MINIMUM OF THREE SHEET METAL SCREWS. A. ALL LOW PRESSURE DUCTWORK SHALL BE EXTERNALLY SEALED U51N6 UNITED SHEET METAL, MMM EC-600, OR HARDCAST DUCT SEALER INSTALLED IN THE JOINTS PRIOR TO CLOSURE. ADDITIONALLY SEAL ALL EXTERNAL TRAN5VER5E JOINTS AND FITTING CONNECTIONS EXTERNALLY. B. PLENUM CHAMBERS SHALL BE CONSTRUCTED OF 0GAUGE SHEETS THOROUGHLY BRACED WITH 1-1/2 INCH ANGLE IRONS. ALL DUCT PANELS IN RECTANSULAR GALVANIZED STEEL DUCTS WHICH ARE 12 INCHES AND WIDER AND WHICH ARE NOT LINED SHALL BE CROSS BROKEN. F. MAKE SQUARE ELBOWS WHERE SHOWN OR REQUIRED WITH FACTORY FABRICATED TURNING VANES. S. MANUAL DAMPERS SHALL BE INSTALLED AS SHOWN AND/OR AS REQUIRED TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. IN RECTANGULAR SUPPLY DUCTS, A SPUTTER DAMPER SHALL BE INSTALLED AT EACH POINT WHERE A BRANCH 15 TAKEN OFF. H. THE OPERATING RODS OF ALL DAMPERS SHALL BE FITTED WITH YOUNG RE6ULATORS AND THE OPERATING HEAD SHALL BE SECURELY FASTENED IN PLACE 50 A5 TO BE ACCESSIBLE IN THE FINISHED BUILDING. OPERATOR SHALL BE ATTACHED TO DUCT WHERE REGULATOR 15 EASILY ACCESSIBLE. WHERE DAMPER OCCURS ABOVE PLASTER OR OTHER INAC4E551BLE CEILINGS, THE REGULATOR SHALL BE THE CONGEALED TYPE WITH ADJUSTABLE COVER PLATE EQUAL TO YOUNG RE6ULATOR COMPANY TYPE 515 WITH 2-1/2" DIAMETER COVER PLATE. BEHIND EACH GEILIN6 SUPPLY OUTLET, PROVIDE AND INSTALL A TURNING VANE OR APPROVED EQUALIZING GRID. WHERE ADJUSTABLE AIR PICKUPS ARE INDICATED AT POINTS WHERE BRANCH DUCTS MEET TRUNK DUCTS, THEY SHALL BE TITUS A6-45 OR APPROVED EQUAL WITH OPERATOR ADJUSTABLE FROM THE DUCT EXTERIOR. I. FLEXIBLE DUCT SHALL BE A5 MANUFACTURED BY FLEXIBLE TUBING CORPORATION. FLEXIBLE DUCTS SHALL BE THERMAFLEX FACTORY INSULATED TYPE "MKE 10". THE MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE LIMITED TO SIX (6) FEET. 1.6 FLEXIBLE CONNECTIONS A. WHERE DUCTS CONNECT TO FANS, INCL.UDIN6 ROOF EXHAU5TER5, FLEXIBLE CONNECTORS SHALL BE MADE U51N6 "VENTOLA5" FABRIC THAT 15 FIRE-RESISTANT, WATERPROOF, MILDEW -RESISTANT AND PRACTICALLY AIRTIGHT. THERE SHALL BE A MINIMUM OF 1/2 INCH SLACK IN THE CONNECTIONS. I.71 DUCT INSULATION A. DUCT INSULATION CLASS TYPE I. GLASS A INSULATION SHALL BE FOIL FACED FLEXIBLE FIBER6LA55 DUCT WRAP WITH HEAVY DUTY JACKET COMPOSED OF 4 MIL THICK LAMINATE OF ALUMINUM FOIL, 6LA55 REINFORCING SCRIM AND KRAFT PAPER CONFORMING TO THE FOLLOWING: MAXIMUM TEMPERATURE LIMIT, 'F 200 DENSITY, LB5/GF 0.715 TO 13 THERMAL CONDUCTIVITY, BTUW 'F/SQ. FT. 0.25 2. CLA55 B DUCT LINER SHALL BE SEMI-RI61D, MULTIPLE DENSITY, ONE PIECE FIBEROLAS5 THERMAL AND AC.OU5TIGAL LINER WITH FIRE AND ABRASION RESISTANT BLACK COATING TO PRECLUDE AIR ER05ION UP TO 4000 FPM VELOCITY, CONFORMING TO THE FOLLOWING: MAXIMUM TEMPERATURE LIMIT, 'F 250 DENSITY, LB5/GF 1.5 TO 5 THERMAL CONDUCTIVITY, BTU/HR/ 'F/50. FT. 0.24 S. GLASS C, INSULATION SHALL BE FOIL FACED FIBERSLA55 SHEET FURNISHED IN BOARD FORM CONFORMING TO THE FOLLOWING: MAXIMUM TEMPERATURE LIMIT, 'F 250 DENSITY, L85/6F 5 TO 10 THERMAL CONDUCTIVITY, BTU/HR/ 'F/50. FT. 024 B. DUCT INSULATION APPLICATION 1. GLASS A INSULATION APPLICATION: a. • FLEXIBLE FIBM6LASS INSULATION SHALL BE WRAPPED AROUND DUCTS AND SECURED WITH OUTWARD-OUNCHIN6 STAPLES. DUCTS 24 INCHES WIDE AND LARGER SHALL HAVE THE INSULATION ADDITIONALLY SECURED WITH STICK CLIPS ON 16-INCH CENTERS. INSULATION SHALL BE LAPPED A MINIMUM OF FOUR INCHES, SEAMS AND PENETRATIONS SHALL BE SEALED WITH AN APPROVED MASTIC REINFORCED WITH THREE INCHES OF 6LA5S MESH REINFORCEMENT, OR THREE INCHES FOIL/VAPOR-BARRIER TAPE. WHERE INSULATION TERMINATES, RAW 6LA55 SHALL BE SEALED TO DUCT. b. EXTERIOR DUCT SHALL BE PROTECTED WITH .016 INCH THICK ALUMINUM JACKET WITH OVERLAP SEAM ON BOTTOM OF DUCT. ALUMINUM JACKET SHALL BE OVERLAPPED A MINIMUM OF 2 INCHES AND EDSE5 SHALL BE SEALED WITH SILICONE SEALANT. SEAMS AT BOTTOM OF DUCT SHALL HAVE SILICONE SEALANT APPLIED BETWEEN ED FLAPS AND SHALL BE SCREWOL05M WITH SHEET METAL SCREWS AT MAXIMUM 6 INCHES O.G. 2. CL.A55 B DUCT LINER APPLICATION: a. APPLY LINER IN ACCORDANCE WITH MANUFACTURER'S AND 5MAGNA RECOMMENDATIONS WITH THE HEAVY DENSITY SIDE OR, FACING SIDE TO THE AIR STREAM, OVERLAPPED IN DIRECTION OF AIR FLOW AND ADHERE WITH 100 PERCENT COVERAGE OF UL L15TW FIRE RETARDANT ADHESIVE, COATING EXPOSED LEADING EDGES, TRANSVERSE AND L.ON&ITUDINAL JOINTS. TRANSVERSE JOINTS SHALL BE NEATLY BUTTED AND THERE SHALL BE NO INTERRUPTIONS OR 6AP5. b. FOR VELOCITIES TO 2000 FEET PER MINUTE: FASTENERS SHALL START WITHIN 5 INCHES OF THE UPSTREAM TRANSVERSE EOCE5 OF THE LINER AND 5 INCHES FROM THE LONGITUDINAL JOINTS AND SHALL BE SPACED AT A MAXIMUM OF 12 INCHES O.G. AROUND THE PERIMETER OF THE DUCT, AND A MAXIMUM OF 12 INCHES FROM A CORNER BREAK. ELSEWHERE THEY SHALL BE A MAXIMUM OF 16 INCHE5 O.G., EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6 INCHES FROM A LONGITUDINAL JOINT OF THE LINER NOR 12 INCHES FROM A CORNER BREAK. CLIPS SHALL BE POINTED UP TO MAINTAIN THE SEALING PROPERTIES AT THE ADHESIVE. c. FOR VELOCITIES FROM 2,001 TO 4,000 FEET PER MINUTE: FASTENERS SHALL START WITHIN 5 INCHES FROM THE LONGITUDINAL JOINTS AND SHAD. BE SPACED AT A MAXIMUM OF 6 INCHES O.G. AROUND THE PERIMETER OF THE DUCT, AND A MAXIMUM OF 6 INCHES FROM A CORNER BREAK. ELSEWHERE THEY SHALL BE A MAXIMUM OF 16 INGHE5 O.G., EXCEPT THAT THEY SHALL BE PLACED NOT MORE THAN 6 INCHES FROM A LONGITUDINAL JOINT OF THE LINER AND NO MORE THAN 12 INCHES FROM A CORNER BREAK. METAL N051N65 SHALL BE INSTALLED TO SECURE LEADING EDGE OF LINER AT UPSTREAM TRAVERSE EPW5, WHERE REQUIRED BY 5MAGNA OR MANUFACTURERS INSTRUCTIONS. CLIPS SHALL BE POINTED UP TO MAINTAIN THE SEALING PROPERTIES OF THE ADHESIVE. d. PROVIDE INSULATED "BUILD -OUT" SECTIONS TO MAINTAIN THE CONTINUITY OF THE THERMAL BARRIER WHEN SPECIALTIES, SUCH AS DAMPERS AND TURNING VANES, ARE SECURED TO THE SIDES OF THE DUCT. BUILD -OUTS SHALL BE SECURED TO THE DUCT W1TH SHEET METAL SCREWS, BOLTS OR WELDS. a. PROVIDE SHEET METAL INTERNAL TRAN51TION FITTING ON LEADING EDGE OF DUCTWORK CONNECTIONS TO EQUIPMENT, FLEXIBLE CONNECTIONS, OR UNLINED DUCT. TRAN51TION SHALL AFFORD SMOOTH AIR FLOW INTO LINED DUCT, WITH NO MORE THAN 45 DEGREE BREAK ANGLE, AND OVERLAP LEADING EDGE OF LINING AT LEAST 1-1/2 INCHES. f. PROVIDE 1/2 INCH MESH, 24 GAUGE, GALVANIZED STEEL METAL LATH INNER LINER, SECURED WITH MECHANICAL FASTENERS, ON DUGT5 WITH AIR VELOCITY 64REATER THAN 4000 FPM OR A5 INDICATED ON DRAWINGS. INNER LINER SHALL BE USED TO COMPRESS INSULATION THICKNESS TO 'V PERCENT UNCOMPRESSED VALUE. 5. GLASS G INSULATION APPLICATION: a. PIBMLA55 BOARD INSULATION SHALL BE APPLIED TO DUCTS WITH MECHANICAL FASTENERS SUCH AS STICK -CLIPS OR WELD -PINS SPACED AS REQUIRED TO INSTALL FULL PIECES OF BOARD INSULATION, AND SPACED ON 12-INCH CENTERS (MAXIMUM) ON THE BOTTOM OF EACH DUCT AND PLENUM. JOINTS AND SEAMS IN VAPOR BARRIER FACIN65 SHALL BE COVERED WITH SANCH WIDE MATGHIN6 TAPE, OR WITH VAPOR -BARRIER MASTIC REINFORCED WITH 5-INCH GLASS MESH REINFORCEMENT. WHERE DUCT STANDING SEAMS EXCEED THE INSULATION THICKNESS, AN ADDITIONAL LAYER OF INSULATION BOARD SHALL BE PROVIDED. b. PROVIDE ACCESS DOOR INSULATION 50 THAT DOORS CAN BE OPENED WITHOUT DAMA61N6 INSULATION. c. INSULATED DUCTS PENETRATING WALLS OR FLOORS SHALL BE INSULATED COMPLETELY THROUGH PENETRATION. PROVIDE WATERPROOF CALCIUM SILICATE INSERT, SAME THICKNESS AND JAGKETIN6 AS INSULATION, WITH WALL FLANGE FOR FIRE WALL OR FLOOR PENETRATIONS. G. DUCTWORK: INSULATION INSULATION INSULATION SERVICE CLAW THICKNESS SUPPLY AIR DUCT A 2" RETURN AIR DUCT A 2" OUTSIDE AIR DUCT A 2" EXTERIOR SUPPLY AIR DUCT G 2" EXTERIOR RETURN AIR DUCT G 2" SUPPLY AIR DUCT WITHIN MECHANICAL B 1" ROOMS AND WITHIN 10 FEET OF FANS RETURN AIR DUCT WITHIN MECHANICAL B I" ROOMS AND RETURN AIR PLENUMS I.6 GRILLES, RE615T'ERS, AND DIFFUSERS A. 6RILLE5, RE615TERS, AND GEILIN6 OUTLETS SHALL BE A5 SCHEDULED ON THE DRAWIN65 AND SHALL BE PROVIDED WITH SPON6E RUBBER OR SOFT FELT GASKETS. IF A MANUFACTURER OTHER THAN THE ONE SCHEDULED 15 USED, THE SIZES SHOWN ON THE PRMIN66 SHALL BE CHECKED FOR PERFORMANCE, NOISE LEVEL, FACE VELOCITY, THROW, DROP, PRESSURE DROP, ETC., BEFORE THE SUBMITTAL 15 MADE. B. LOCATION5 OF OUTLETS ON DRAWINGS. ARE APPROXIMATE AND SHALL BE COORDINATED WITH OTHER TRADES TO MAKE SYMMETRICAL PATTERNS AND SHALL BE GOVERNED BY THE ESTABLISHED PATTERN OF THE LIGHTING FIXTURES OR ARCHITECTURAL REFLECTED GEILIN6 PLAN. G. GRILLES, REGISTERS, AND DIFFUSERS SHALL BE A5 MANUFACTURED BY TITU5, KRUE6ER, PRICE OR APPROVED EQUAL. IA CLEANUP A. BEFORE THE GRILLES OR DIFFUSERS ARE INSTALLED, ALL FANS AND AIR CONDITIONING UNITS SHALL BE OPERATED AND ALL, DEBRIS AND FOREIGN MATTER SHALL BE REMOVED FROM THE DUCTS. THE AIR CONDITIONING UNITS SHALL BE THOROUGHLY GLEANED, AND THE DRAIN PANS SHALL BE THOROUGHLY GLEANED AND FLUSHED OUT WITH A HOSE; THE FILTERS SHALL BE REPLACED AND THE GRILLES SHALL THEN BE INSTALLED. 1.10 TESTING, ADJU5TIN6, AND BALANG1N6 A. AIR DISTRIBUTION SYSTEMS: I. INSPECT INSTALLATION AND VERIFY CONFORMITY TO DE516N; VERIFY THAT SUPPLY, RETURN, AND EXHAUST DUCTS HAVE BEEN PRESSURE -TESTED FOR LEAKAGE AS RECOMMENDED IN THE APPROPRIATE SMACNA STANDARDS. 2. VERIFY THAT VOLUME AND FIRE DAMPERS ARE PROPERLY LOCATED AND FUNCTIONAL. 5. VERIFY THAT SUPPLY, RETURN, EXHAUST, AND TRANSFER GRILLES, RE615TER5, DIFFUSERS ARE INSTALLED AND OPERATING PROPERLY. S. VERIFY THAT CONTROL COMPONENTS ARE INSTALLED IN ACCORDANCE WITH PROJECT REQUIREMENTS AND ARE FUNCTIONING AS INTENDED, INCLUDING ELECTRICAL POWER, CONTROL AND INTERLOCK WIRIN(5, DAMPER SEQUENCES, SMOKE DETECTORS, ETC. C. UPON COMPLETION OF THE INSTALLATION AND STARTUP OF THE MECHANICAL EQUIPMENT, TEST, ADJUST, AND BALANCE SYSTEM COMPONENTS TO OBTAIN OPTIMUM CONDITIONS IN EACH CONDITIONED SPACE IN THE BUILDING. D. BEFORE FINAL ACCEPTANCE 15 MADE, FURNISH TO THE ARCHITECT THE FOLLOWIN6 DATA. I. SUMMARY OF MAIN SUPPLY, RETURN, AND EXHAUST DUCT PILOT TUBE TRANSVERSES AND FAN SETTINGS. 2. AIR QUANTITIES AT EACH SUPPLY, RETURN, RELIEF, AND EXHAUST AIR HANDLING DEVICE. 5. AIR PRESSURE READIN65 ENTERING AND LEAVING EACH SUPPLY FAN AND EXHAUST FAN. 4. MOTOR CURRENT AND VOLTAGE READIN65 AT EACH EQUIPMENT MOTOR. 5. TEST RESULTS SHALL BE RECORDED ON STANDARD FORMS CONFORMING TO AABG AND NE55 REQUIREMENTS. THE REPORT SHALL INCLUDE AIR FLOW SCHEMATIC DIA6RAM5 INDIGATIN6 AND IDENTIFYING TEST LOCATIONS, SUCH AS DUCT TRANSVERSE, OUTLET READIN65, PRE55LRE READINGS, AND TEMPERATURE READIN65, AND SHALL BE r:m =m=W.,ED TO THE RECORDED DATA ON THE FORMS. E. MAKE AN INSPECTION IN THE BUILDING DURING THE OPPOSITE SEASON FROM THAT IN WHICH THE INITIAL ADJUSTMENTS WERE MADE, AND AT THAT TIME MAKE ANY NECESSARY MODIFICATIONS TO THE INITIAL ADJUSTMENT'S REQUIRED TO PRODUCE OPTIMUM OPERATION OF THE SYSTEM COMPONENTS, TO PRODUCE THE PROPER CONDITIONS IN EACH SPACE. 1.11 INSTRUCTION A. THE CONTRACTOR SHALL INSTRUCT THE BUILDING OPERATING PERSONNEL IN THE CONSTRUCTION AND OPERATION OF ALL EQUIPMENT. END OF SECTION SECTION 4 - FIRE SPRINKLER REQUIREMENTS 1.1 SCOPE OF WORK A. DE516N AND PROVIDE A COMPLETE AUTOMATIC, SPRINKLER SYSTEM TO ACCOMMODATE THE TENANT. WORK SHALL INCLUDE ALL LABOR, MATERIALS AND SUBMITTALS. THE FIRE 5PRINKLE1t SYSTEM SHALL COMPLY WITH NFPA 15 AND ALL REQUIREMENTS OF LOCAL AUTHORITIE5 HAVING JURISDICTION. 500M OF 5ERVICES SHALL INCLUDE: I. COORDINATION OF WORK WITH ALL OTHER TRA0E5. 2. SHOP DRAWINGS AND RECORD DRAWIN65. 5. PAYMENT OF ALL PERM I T5, FEES AND CHARGES REQU I RED IN CONNECTION WITH TH15 WORK. 4. PERFORMANCE OF ALL TESTS AND INSPECTIONS REQUIRED BY THE LOCAL FIRE DEPARTMENT, BU I LD I N6 DEPARTMENT AND THE OWNER. 12 QUALITY ASSURANCE A. TE5TIN6 A6ENCY: ALL MATERIAL SHALL BE UL LISTED AND FM APPROVED. B. REGULATORY AGENCIES: LOCAL BUILDING CODES AND ORDINANCES, FIRE DEPARTMENT AND FIRE PREVENTION BUREAU REQUIREMENTS, THE REQUIREMENTS OF FM AND THE TEXAS DEPARTMENT OF INSURANCE SHALL APPLY. C. QUALIFICATIONS I. PROVIDE PROOF OF LICENSER TO INSTALL AUTOMATIC, SPRINKLER SYSTEMS IN THE CITY, COUNTY AND STATE, INCLUDING COMPLIANCE WITH CONTRACTOR LICEN5IN6 PROCEDURES AND STATE LAWS. 1.5 DES16N CRITERIA A. STANDARD RESPONSE SPRINKLERS I. SPRINKLER SYSTEM SHALL BE DESIGNED TO COMPLY WITH FOR NFPA CHAPTER 2 FOR CLASSIFICATION OF OCCUPANCIES AND COMMODITIES FOR SPRINKLER DESIGN, INSTALLATION AND WATER REQUIREMENTS. 2. SPRINKLER SYSTEM PIPE SIZING SHALL BE IN ACCORDANCE WITH NFPA 15. 1.4 SUBMITTALS A. SHOP DRAWIN65: I. SHOP PRAWIN65 SHALL INCLUDE ALL PIPING, SPRINKLERS, HANOER5, TYPE OF PIPE, OUTLETS, TYPE OF BUILDING CONSTRUCTION AND OCCUPANCY OF EACH AREA. B. MANUFACTURER'S DATA: I. SPRINKLERS AND ESCUTCHEONS. 2. PIPE, FITTINC75 AND HANSAR5. 5. WHERE ANY DEVICES WHICH ARE PROVIDED OR FURNISHED INVOLVE WORK BY ANOTHER CONTRACTOR, SUBMIT ADDITIONAL DATA COPIES DIRECTLY TO THAT CONTRACTOR. C. REVIEWS I. SUBMIT SIX BLUE LINE PRINTS OF COMPLETE SHOP DRAWIN65, SIX SETS OF HYDRAULIC CALCULATIONS AND SIX SETS OF MANUFACTURERS' DATA TO THE ARCHITECT AND LOCAL FIRE PREVENTION BUREAU FOR REVIEW AND/OR APPROVAL PRIOR TO FABRICATION OF MATERIALS: D. TEST CERTIFICATES I. UPON COMPLETION OF FINAL INSPECTIONS AND TESTS, AS REQUIRED BY APPROPRIATE NFPA STANDARDS, SUBMIT COPIES OF STANDARD CONTRACTOR'S MATERIAL AND TEST CERTIFICATE. E. SPARE PARTS I. PROVIDE A SPARE SPRINKLER CABINET, COMPLETE WITH AT LEAST TWO SPRINKLERS OF EACH TEMPERATURE RATING IN USE THROUGHOUT THE INSTALLATION. EACH CABINET SHALL BE EQUIPPED WITH 12 SPRINKLERS AND ANY SPECIAL SPRINKLER WRENCHES REQUIRED FOR EACH TYPE OF SPRINKLER INSTALLED. 2. CONFER WITH THE OWNER'S REPRESENTATIVE FOR EXACT LOCATION OF CABINET. 1.5 WARRANTY A. WARRANT ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR BEGINNING WITH THE DATE OF FINAL ACCEPTANCE BY THE OWNER. WARRANTY SHALL INCLUDE 24 HOURS PER DAY, SEVEN DAYS PER WEEK EMERSENGY REPAIR SERVICE WITHIN FOUR HOURS OF A REQUEST FOR SUCH SERVICE BY THE OWNER. Ib PIPE A. PIPE SHALL BE NEW AND SHALL HAVE THE MANUFACTURER'S NAME AND BRAND ALONG WITH THE APPLICABLE ASTM STANDARD MARKED ON EACH LEN6TH OF PIPE. B. STEEL I. PIPE SHALL BE BLACK STEEL SCHEDULE 40 AND SHALL COMPLY WITH A5TM A " Ia5 AND AN51 556.10. 2. PIPE EXPOSED TO ATMOSPHERE SHALL BE GALVANIZED. 17 FITTIN6a A. CHAN6E5 OF DIRECTION SHALL BE ACCOMPLISHED BY THE USE OF FITTIN65 SUITABLE FOR USE IN SPRINKLER SYSTEMS A5 DEFINED IN NFPA 15. B. FITTIN65 EXPOSED TO OUTSIDE ATMOSPHERE SHALL BE GALVANIZED. G. SCREWED FITTIN65 SHALL BE CAST IRON, 125 POUND, IN ACCORDANCE WITH AN51 B 16.4. D. WELD FITTIN65 SHALL BE STEEL, STANDARD WEIGHT, BLACK, IN ACCORDANCE WITH ANSI B 16A, AN51 B 16.25, ANSI B 16.5, ANSI B 16.11 AND ASTM A 254. E. GROOVED COUPLIN65 AND MECHANICAL FITTIN65 SHALL BE MALLEABLE IRON, 500 PSI WORKING PRESSURE, IN ACCORDANCE WITH ASTM A 4-1. THE COUPLIN65' 6A5KET MATERIAL SHALL BE BUTYL RUBBER. RIGID GROOVED GOUPLIN65 SHALL BE USED IN STANDPIPE RISERS EXCEPT IN EARTHQUAKE ZONES. F. PUSH -ON AND "FIT" FITTIN65 SHALL NOT BE USED.' 1.6 SPRINKLERS E. GROOVED COUPLIN65 AND MECHANICAL FITTINGS SHALL BE MALLEABLE IRON, 500 PSI WORKING PRESSURE, IN ACCORDANCE WITH ASTM A 477. THE COUPLIN65' 6ASKET MATERIAL SHALL BE BUTYL RUBBER. RI610 6ROOVED WWLINC75 SHALL BE USED IN STANDPIPE RISERS EXCEPT IN EARTHQUAKE ZONES. F. PUSH -ON AND "FIT" FITTINC75 SHALL NOT BE USED. 1.6 SPRINKLERS A. SPRINKLER HEADS I. SPRINKLERS IN AREAS WITH CEILIN65 SHALL BE STANDARD RESPONSE, RECESSED PENDENT TYPE WITH CHROME FINISH, 0.5-INCH ORIFICE, 5.6 K FACTOR, AND I" DECREE F RATING. 2. SPRINKLERS IN AREAS WITH NO GEILIN6 SHALL BE STANDARD RESPONSE, UPRIGHT TYPE WITH CHROME FINISH, 0.5-INCH ORIFICE, 5b K FACTOR, AND 165 DEGREE F RATING. 5. INSTALL PENDENT SPRINKLERS PARALLEL TO GEILIN6 FIXTURES, WALLS, ETC. B. ADJUSTABLE ESCUTCHEONS SHALL NOT BE USED. 1.9 HANSAR5 A. SUPPORT ALL SPRINKLER PIPING FROM BUILDING STRUCTURE. B. BELOW STEEL DECK AND JOIST CONSTRUCTION, USE BEAM CLAMPS TO HANG Pima FROM TOP CHORD OF JOIST. DO NOT HANG PIPING FROM BOTTOM CHORD, OR BRID61N6. C. SUPPORT SPRINKLER LINES UNDER DUCTS WITH TRAPEZE HAN6ER5 FROM BUILDING STRUCTURE OR FROM STEEL ANSLE5 5UPPORTIN6 DUCT WORK IN ACCORDANCE WITH NFPA 15. D. INSTALL SPRINKLER PIPING IN EXP05W AREAS A5 HIGH A5 P05SIBLE U51N6 NECESSARY FITTIN65 AND AUXILIARY DRAINS TO +t••��� � MAINTAIN MAXIMUM CLEAR HEAD ROOM. ,V ,�F : . 1.10 SYSTEM TESTS �OF ...::......................... A. 504EDULIN6 SHUJI OKUDA .......................... ;... �54327 I. MAKE ARRAN&EMENT5 WITH THE OWNER AND ARCHITECT TO I��,o•.••�/0E ,;?t�i� '"•' SCI•EDUL.E FINAL INSPECTION AND WITNESS FINAL ACCEPTANCE ' ' TESTS. �• �6 ) 1.11 CLEANUP T14E SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 5027 ON A. MAINTAIN THE PREMISES FREE FROM ACCUMULATION OF FEBRUARY 16, 2007 WASTE MATERIALS OR RUBBISH CAUSED BY THIS WORK. S. AT THE COMPLETION OF THE WORK, REMOVE ALL SURPLUS MATERIALS, TOOLS, ETC., AND LEAVE THE PREMISES GLEAN. END OF SECTION Engi-neering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMnNG AND CONSTRUCTION 2351 W. Northwest Highway Tel (214) 350-6487 Suite 1203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON FEWUARY 16, 2007 Dallas, Texas 75226 SAI Job No 06062 ry W W W con PROW W cn w V) V W f- Q x W J05 NO.0619 M N Ln r a X W vi g �o M 00 cV I W 00 >o p r- 04 a%_00 o: W N g N REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 S�-IEET SP2 B. THE ELECTRICAL WORK INCLUDES PROVIDING THE NEW MATERIAL, FIXTURES, DEVICES AND ACCESSORIES NEC ;SARY FOR A COMPLETE RMTIONIN6 ELECTRICAL SYSTEM. THE WORK ALSO INGLUDE5 FINAL CONNECTION TO FOOD SERVICE EQUIPMENT ITEMS FURNISHED BY OTHERS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL, CODES OR ORDINANCES AND SUSMOT TO INSPECTION AND APPROVAL FROM AUTHORITY HAVING JURISDICTION. C. THE INTENT OF THE DRAWIN6515 TO INDICATE THE GENERAL EXTENT OF WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR THE ELECTRICAL WORK ARE DIAGRAMMATIC,, SHOWING THE LOCATION, TYPE DEVICES AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENTS. PROVIDE ALL FIXTURES, LAMPS, DEVICES, ACCESSORIES, OFFSETS AND MATERIAL NECESSARY TO FACILITATE THE SYSTEMS R&MONIN6 AS INDICATED BY THE DE516N AND PER SPECIFIED AND OWNER SUPPLIED EQUIPMENT MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. D. COORDINATE WITH THE WORK OF OTHER SECTIONS, VERIFYING EXISTING SITE CONDITIONS BEFORE BIDDING, AND MAKE ALL GONNEGTION5 TO EQUIPMENT FURNISHED BY OTHEW, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. REFER TO ARCHITfGTURAL/MEGH. PLUMBING, EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION AS REQUIRED. 1.09 INTERMEDIATE METAL CONDUIT (Ill A. USE INTERMEDIATE METAL CONDUIT (Ill WHERE DRAWINGS GALL FOR CONDUIT TO BE.- 1. INSTALLED FOR PANELBOARD FEEDERS. 2. INSTALLED IN CONCRETE SLABS AT GROUND FLOOR. S. INSTALLED EXPOSED BELOW 6 FEET. 4. INSTALLED IN NET LOCATIONS (INTERIOR AND EXTERIOR). 1.04 POLYVINYL. CHLORIDE (PVC,) A. USE PVC, FOR: I. UNDER6ROUND SERVICE ENTRANCE CONDUITS FOR TELEPHONE AND POWER 2. EXTERIOR BRANCH GIRCUIT5 INSTALLED UNDERGROUND. 1.05 RI61D STEEL CONDUIT (RSC) I. INSTALL UNDERGROUND FOR POWER SERVICE ENTRANCE ELBOWS PENETRATING FLOOR SLAB. 2. EXP05W TO PHYSICAL DAMAGE. 1.06 FLEXIBLE METAL CONDUIT A. PROVIDE FLEXIBLE METAL CONDUIT FOR TERMINATION AT EQUIPMENT SUBJECT TO MOTION AND VIBRATION. B. LENGTH SHALL NOT EXCEED 6 FEET. C. MAXIMUM LENGTH CONGEALED IN WALLS SHALL BE 3 FEET. D. WHERE EXPOSED TO CONTINUOUS OR INTERMITTENT MOISTURE, CONDUIT SHALL BE U.L. TYPE EF LIQUID TIGHT. PART 2 - EXECUTION 2.01 INSTALLATION A. MINIMUM SIZE OF CONDUITS SHALL BE 5/4 INCH UNLESS OTHERWISE NOTED. B. RUN CONGEALED CONDUITS IN DIRECT LINE WITH LONG SWEEP BENDS OR OFFSETS. RUN EXPOSED CONDUITS PARALLEL TO AND AT RIGHT ANGLES TO BUILDING LINES. GROUP MULTIPLE CONDUIT RUNS IN BANKS. C. GAP ENDS OF CONDUITS TO PREVENT ENTRANCE OF WATER AND OTHER FOREIGN MATERIAL DURING CONSTRUCTION. E. IT 15 THE INTENT THAT THE FORE601N6 WORK SHALL BE COMPLETE IN EVERY D. PROVIDE NO.12 AWS COPPER PULL WIRES OR NYLON CORD IN ALL EMPTY CONDUITS. STEEL RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR WIRE NOT ACCEPTABLE AS PULL WIRE. SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL E. WHERE IMG CONDUIT ENTERS A CABINET, JUNCTION BOX, OR PULL BOX BE FURNISHED. CONDUCTORS SHALL BE PROTECTED BY AN INSULATED BUSHING. L.OGKNUTS SHALL 1.02 REGULATORY REQUIREMENTS A. EQUIPMENT FURNISHED SHALL BE UL LISTED WHERE SUCH LABEL. 16 AVAILABLE. INSTALLATION SHALL CONFORM TO UL STANDARDS WHERE APPLICABLE. B. ELECTRICAL JAM SHALL BE INSTALLED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS, EDITION OF NEC AND WPA CODES, IN EFFCGT AT PROJECT LOCATION, STATE AND LOCAL ELECTRICAL AND BUILDING CODES AND SPECIAL CODES HAVING JURISDICTION OVER SPECIFIC ( . , PORTIONS WITHIN COMPLETE INSTALLATION. G. OBTAIN PERMITS AND CERTIFICATES OF APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION OVER THE INSTALLATION AND PAY ALL. FEES REQUIRED. IDS SUBMITTALS A. SUBMIT LIST OF MATERIALS AND EQUIPMENT PRIOR TO MANUFACTURE, ORDER OR INSTALLATION AND WITHIN TWENTY DAYS AFTER AWARD OF CONTRACT FOR APPROVAL. INCLUDE EACH ITEM OF MATERIAL AND EQUIPMENT WHETHER OR NOT SHOP DRAWINGS ARE ALSO REQUIRED. LIST SHALL INCLUDE MANUFACTURERS NAME, CATALOG, NUMBER AND OTHER COMPLETE IDENTIFICATION AS WELL AS DIMENSIONS AND DETAILED DATA. SUBMITTALS SHALL INCLUDE THE FOLLOWIN SI L16HTIN6 FIXTURES PANELBOARDS/BREAKERS WIRING DLVICE5 AND DEVICE PLATES ENCLOSED SWITCHES . CONTACTORS B. CERTIFIED SHOP DRANIN66 AND SUBMITTALS SHALL BEAR STAMP OF APPROVAL OF CONTRACTOR AS EVIDENCE THAT O WINC75 HAVE BEEN CHECKED. DRAWINGS SUBMITTED . WITHOUT THIS STAMP OF APPROVAL WILL NOT BE CONSIDERED AND WILL BE RETURNED FOR PROPER RESUBMISSION. G. IF SUBMITTALS SHOW VARIANCES OR SUBSTITUTIONS FROM REQUIREMENTS OF CONTRACT, CONTRACTOR SHALL MAKE SPECIFIC, MENTION OF SUCH VARIATION IN HIS LETTER OF TRANSMITTAL IN ORDER THAT, IF ACCEPTABLE, SUITABLE ACTION MAY BE TAKEN FOR PROPER ADJ)STMENT. OTHERWISE CONTRACTOR SHALL NOT BE RELIEVED OF FMSPON5151LITY FOR EXECUTING WORK IN ACCORDANCE WITH CONTRACT EVEN THOUGH SUCH SUBMITTALS HAVE BEEN APPROVED. 1.04 SITE VISIT A. VISIT JOB SITE PRIOR TO BID DATE TO DETERMINE ACTUAL CONDITIONS UNDER WHICH WORK SHALL BE DONE TO FAMILIARIZE ONESELF WITH PROJECT AND TO VERIFY TOTAL SCOPE OF WORK WRIRED. FAILURE TO DO 50 SHALL NOT CONSTITUTE A REASON FOR AN EXTRA CHARGE. XGTION 16050 - BASIC MATERIALS AND METHOQ2 PART I - 1.01 COORDINATION A. OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, AND MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT FURNISHED UNDER OTHER SECTIONS TO DETERMINE CONNECTION LOCATIONS AND REQUIREMENTS. B. SEQUENCE ROU6H-IN OF ELECTRICAL CONNECTIONS TO COORDINATE WITH INSTALLATION AND START-UP OF EQUIPMENT FURNISHED UNDER OTHER SECTIONS. PART 2DI 2 - VDU T= SUBSTITUTIONS A. WHERE SPECIFICATIONS LIST ONE OR MORE MANUFACTURERS AND DO NOT INCLUDE "OR 1t. APPROVED EQUAL", FURNISH MATERIALS MADE BY ONE OF MANUFACTURERS LISTED. "OR WHERE APPROVED EQUAL' 15 INCLUDED, CONTRACTOR MAY W35TITVTE EQUAL PRODUCTS BY ANOTHER MANUFACTURER SUBJECT TO APPROVAL BY ENGINEER AND OWNER. PART 3 - EXECUTION 5.01 INSTALLATION A. MAKE ELECTRICAL CONNECTIONS TO UTILIZATION EQUIPMENT IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S INSTRUCTIONS. B. DRAWINGS ARE DIASRAMATIG AND SHALL NOT BE SCALED FOR EXACT SIZES OR LOCATIONS, THEY ARE NOT INTENDED TO DISCLOSE ABSOLUTE OR UNCONDITIONAL KNOWLEDGE OF ACTUAL FIELD CONDITIONS. C,. PROTECT WORK AND MATERIALS FROM DAMAGE BY WEATHER, ENTRANCE OF WATER AND DIRT. GAP CONDUIT DURING INSTALLATION. AVOID DAMAGE TO MATERIALS AND EQUIPMENT IN PLACE. D. SATISFACTORILY REPAIR OR REMOVE AND REPLACE DAMAGED WORK WITH NEW MATERIALS. DELIVER EQUIPMENT AND MATERIALS TO JOB SITE IN ORIGINAL, UNOPENED LABELED CONTAINERS. STORE FERROUS MATERIALS TO PREVENT RUSTING. STORE FINISHED MATERIALS AND EQUIPMENT TO PREVENT STAINING AND DISCOLORING. E. TRENCHES SHALL BE EXCAVATED 6" BELOW ELEVATION OF BOTTOM OF CONDUIT. F. FAILURE TO ROUTE CONDUIT THROUGH BUILDING WITHOUT INTERFERING WITH OTHER EQUIPMENT AND CONSTRUCTION SHALL NOT CONSTITUTE A REASON FOR AN EXTRA CHARSE. EQUIPMENT{ �C�ONDUIT AND FIXTURES SHALL FIT INTO AVAILABLE SPACES IN BUILDING AND SHALL nVT BE INTRODUCED INTO BUILDING AT SUCH TIMES AND MANNER AS TO CAUSE DAMAGE TO STRUCTURE. EQUIPMENT REQUIRING SERVICE SHALL BE READILY ACCESSIBLE. 5.02 TESTING AND EQUIPMENT SERVICING A. MAKE TEST TO ENSURE THAT ENTIRE SYSTEM 15 IN PROPER OPERATING CONDITION, AND THAT ADJUSTMENTS AND APPARATUS SETTING, OF CIRCUIT BREAKERS, RUSES, CONTROL EQUIPMENT AND APPARATUS HAVE BEEN MADE. CORRECT DEFECTS DISCOVERED DURING TESTS. 303 REMOVAL OF DEBRIS A. REMOVE SURPLUS MATERIALS AND DEBRIS CAUSED BY, OR INCIDENTAL TO ELECTRICAL WORK. REMOVE SUCH DEBRIS AT FREQUENT INTERVALS. alb KEEP JOB DURING CONSTRUCTION. 5.04 IDENTIFICATION OF EQUIPMENT A. IDENTIFY ELECTRICAL DISTRIBUTION EQUIPMENT, DISCONNECTS AND CONTACTORS WITH BLACK LAMINATED PLASTIC NAME-PL.ATIa, ATTWITH TWO SCREWS, ENGRAVED WITH 1/4 " HIGH, WHITE LETTERS. 5.05 ( I TEMPORARY LIGHTING AND POWER IN AREAS OF CONSTRUCTION A. PROVIDE, MAINTAIN AND REMOVE AFTER CONSTRUCTION 15 COMPLETED, TEMPORARY LIGHTING ADEQUATE FOR WORKMAN SAFETY AND TEMPORARY POWER FOR ALL TRADES B. PROVIDE AND MAINTAIN BARRICADE LISHTIN6 WHERE REQUIRED TO ADEQUATELY PROTECT OWNER AGAINST LIABILITY FOR DAMAGE TO PUBLIC OR PERSONNEL. ALL LAMPS USED IN BARRICADE SHALL BE 60 WATT RED, INSTALLED IN WEATHERPROOF SOCKET WITH WIRE GUARD. ALL WIRING SHALL BE APPROVED FOR WEATHERPROOF INSTALLATION. SD6 6UARANTEE WARRANTY A. GUARANTEE WORK TO BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF BUILDING. REPAIR AND REPLACE DEFECTIVE WORK AND OTHER WORK DAMAGED THEREBY WHICH BECOMES DEECTIVE DURING TERM OF 6UARANTEE41ARRANTY. FURNISH OWNER WITH THREE WRITTEN COPIES OF 6UARANTEE-WARRANTY. IECTION 16111 - RACEWAYS AND CONDUIT SYSTEMS PART I - PRODU= IAI ACCEPTABLE MANUFACTURERS A. RIGID Ill AND EMT CONDUIT SHALL BE HOT -DIPPED, GALVANIZED, OR ELEGTR06ALVANIZED STEEL BY ALLIED, REPUBLIC, TRIANGLE, WHEATLAND, OR APPROVED EQUAL. B. PVC, CONDUIT SHALL BE CARLON, 50HEDULE 40, q0 DEGREES G. RATED, UNLESS OTHERWISE NOTED. C. ASSOCIATED COUPLINGS, CONNECTORS AND FITTINGS SHALL BE STEEL. AS MANLIFAC,7URED BY RACO OR EQUIVALENT. CATALOG, NUMBERS USED BELOW ARE THOSE OF RACO. D. ERICKSON COUPL.INSS, SERIES 1502, SHALL BE USED H-ERE NEITHER LENGTH OF CONDUIT CAN BE ROTATED. E. INSULATED BUSHINGS SHALL BE SERIES 1402. F. EMT BOX CONNECTORS SHALL BE COMPRESSION FITTINGS. S. CONDUIT, CONNECTORS, COUPLINGS AND FITTINGS SHALL BE U. LISTED AND LABELED. 1.02 ELECTRICAL METALLIC, TUBING (EMT) A. USE ELECTRIC METALLIC, TUBIN6 (EMT) WHERE PRANN66 GALL FOR CONDUIT TO BE: I. CONGEALED IN WALLS. C-)2. INSTALLED ABOVE SUSPENDED CEILINGS. S. INSTALLED EXPOSED, ABOVE 6 FEET. BE INSTALLED ON CONDUIT OUTSIDE AND INSIDE ENCLOSURE. F. IN AREAS WHERE ENCLOSED AND 6ASKETED FIXTURES AND WEATHERPROOF DEVICES ARE SPECIFIED, WHERE RIGID CONDUIT ENTERS A SHEET METAL ENCLOSURE, JUNCTION BOX AND OUTLET BOX, AND NOT TERMINATED IN A THREADED HUB, A STEEL, OR MALLEABLE IRON NYLON INSULATED HUB, COMPLETE WITH RECESSED SEALING "0" RING OR SEAL.INI6 LOGKNUT SHALL BE, USED. 6. PROVIDE SEAL. -OFF FITTING IN ALL CONDUITS ENTERING, A GOLD TEMPERATURE AREA SUCH AS FREEZERS AND DRY REFRIGERATORS. H. IN CONCRETE SLABS, BLACK UP CONDUIT FROM FORMS AND SECURELY FASTEN IN PLACE. ALL CONDUITS IN SLABS SHALL HAVE A MINIMUM OF 4' INCHES CONCRETE COVERAGE ABOVE. I. FAILURE TO ROUTE CONDUIT THROUGH BUILDING WITHOUT INTERFERING WITH OTHER EQUIPMENT, AND CONSTRUCTION SHALL NOT CONSTITUTE A REASON FOR AN EXTRA GHAR6E. EQUIPMENT, CONDUIT, AND FIXTURES SHALL FIT INTO AVAILABLE SPACES IN BUILDING AND SHALL NOT BE INTRODUCED INTO BUILDING AT SUCH TIMES AND MANNER AS TO CAUSE DAMAGE TO STRUCTURE OR EQUIPMENT. EQUIPMENT REQUIRING 5ERVICIN6 SHALL BE READILY ACCESSIBLE. J, CONDUIT SHALL BE SIZED TO COMPLY WITH "NEC" FOR NUMBER AND SIZE OF CONDUCTORS INSTALLED. EMT CONEC,TORS AND COUPL.INS6 SHHALL. BE COMPRESSION TYPE. CLAMP CONDUIT TO BOXES WITH BUSHINGS INSIDE AND LOGKNUT OUTSIDE. 2.02 EMT A. DO NOT USE ELECTRIC, METALLIC, TUBING, IN CINDER CONCRETE OR CINDER FILL OR WHERE CONDUIT SYSTEM 15 IN CONTACT WITH DISSIMILAR METALS OR IN NET LOCATIONS. 2.03 PVC, A. USE THREADED FITTINGS FOR ALL CONNECTORS AND ADAPTERS. B. PROVIDE 1/4-INC44 NYLON PULL ROPE IN ALL PRIMARY POWER AND INCOMING TELEPHONE SERVICE ENTRANCE CONDUITS. G. NO PVC, SHALL EMERGE FROM THE 6ROUND OR THE CONCRETE SLAB OR ENCASEMENT. PVC SHALL CONVERT TO 6A:LVANIZED RI61D METAL PRIOR TO ITS EMERGENCE. 2.04 FLEXIBLE METAL CONDUIT A. WHERE FITTINGS FOR LIQUID TIGHT FLEXIBLE CONDUIT ARE BROUGHT INTO AN ENCLOSURE WITH A KNOCK -OUT, A GASKET ASSEMBLY, CONSISTING, OF ONE PIECE 110" RING, WITH BONA-N SEAL.IN6 MATERIAL SERIES 3400, SHALL BE INSTALLED ON OUTSIDE OF BOX. FITTINGS SHALL BE MADE O* EITHER STEEL. OR MALLEABLE IRON ONLY, AND SHALL HAVE INSULATED THROATS OR INSULATED ElUSHIN65. B. IN DRY LOCATIONS, WHERE FINAL CONNECTIONS TO MOTORS AND OTHER EQUIPMENT MAY BE MADE WITH FLEXIBLE METAL CONDUIT, FITTINGS SHALL BE OF STEEL OR MALLEABLE IRON ONLY WITH INSULATED THROATS OR INSULATED BUSHINGS, AND SHALL BE OF WEDGE AND SCREW TYPE HAVING AN ANGULAR WED6E FITTING BETWEEN CONVOLUTIONS OF CONDUIT. SECTION 16123 - CONDUCTORS PART►- 1,01 CONDUCTORS A. PROVIDE q6% CONDUCTIVITY COPPER CONDUCTORS WITH 600-VOLT INSULATION. FOR CONDUCTORS NO. 12 AWS AND NO. 10 AWE, PROVIDE SOLID TYPE. FOR ALL CONDUCTORS NO.6 AW6 AND LARGER, PROVIDE STRANDED TYPE. ALL GONDUCTOR5 SHALT. HAVE TI*1N/THWN INSULATION UNLESS NOTED OTHERWISE. B. CONDUCTORS SHALL BE MANUFACTURED BY TRIANGLE, AMERIGAN, ROME, SOUTHWIRE OR APPROVED EQUAL. C. PROVIDE NO. 14 AW6 TYPE THHN FIXTURE CONDUCTORS, FOR CONDUCTORS ENTERING, FIXTURES. D. NO MORE THAN 0) GIRGUIT CONDU0TOR5 SHALL BE UTILIZED WITH A SINGLE NEETRAL. E. THE SIZE OF NUETRAL CONDUCTOR SHALL NOT BE SMALLER THAN THE LARGEST PHASE CONDUCTOR CONDUCTOR WITHIN THE CONDUIT. F. AC, MG, BX GABLES ARE NOT PERMITTED. . EART 2 - EXECUTION 2.01 INSTALLATION A. INSTALL PULL BOXES IN GIRGUITS OR rrl: cK6 OVER 100' LONG. B. MAKE ALL SPLICES OR CONNECTIONS ONLY AT OUTLET, PULL OR JUNCTION BOXES. G. ALL CONDUCTORS AND CONNECTIONS SHALL TEST FREE OF 6ROUND5, SHORTS, AND OPENS PRIOR TO ENERGIZING, GIRGUIT. D. PROVIDE NO. 10 WIRE IN LIEU OF NO. 12 WIRE FOR ANY BRANCH GIRGUIT IN EXCESS OF 100' LINEAR LENGTH TO PREVENT EXCESSIVE VOLTAGE DROP. E. USE IDEAL WING NUTS, SCOTGHLOK TYPE Y, R, 6, OR B, OR APPROVED EQUIVALENT CONNECTORS FOR FIXTURE CONNECTIONS AT OUTLET BOXES. F. MAKE FEEDER TAPS AND JOINTS WITH OZ TYPE T, PT, PM OR PTS, OR APPROVED EQUIVALENT CLAMP CONNECTORS AS MANUFACTURED BY KUPLER, OR WITH APPROVED COMPRES5ION SLEEVES. WRAP CONNECTORS WITH NO. 10 ELEGTRO-SEAL OR APPROVED EQUIVALENT PLASTIC, FILLER AND VINYL. TAPE. G. LEAVE A MINIMUM OF 6" SLACK WIRE IN EVERY OUTLET BOX. H. PROVIDE COLOR CODED WIRE AND WITH A DIFFERENT COLOR FOR EACH PHASE AND NEUTRAL AND GROUND AS FOLLOWS: PHASE A, B, C: BLACK, RED AND BLUE RESPECTIVELY; NEUTRAL.: WHITE; ISOLATED GROUND: GREEN WITH YELLOW STRIPES. APPROVED COLOR TAPE 15 ACCEPTABLE FOR FEEDERS ZINC, LARGER THAN #6 CONDUCTORS. I. ALL CONDUCTORS SHALL BE CONTINUOUS FROM ORIGIN TO PANEL OR EQUIPMENT TERMINATION WITHOUT SPLICES WHERE POSSIBLE. WHERE SPLICES AND TAPS ARE NECESSARY OR ARE REQUIRED, THEY SHALL BE MADE IN SPLICE BOXES WITH SUITABLE CONNECTORS. J. ALL CONDUCTORS SHALL BE CONGEALED IN CONDUITS. LAW VOLTAGE COMMUNICATION AND CONTROLS WIRING NOT IN CONDUITS SHALL BE PLENUM RATED AND APPROVED BY AUTHORITY HAVING JURISDICTION. SECTION I6150 - OUTLET AND JUNCTION 1Q= PART I - GENERAL IAI PROJECT CONDITIONS A. VERIFY FIELD MEASUREMENTS ARE AS SHOWN ON DRAWINGS. B. VERIFY LOCATIONS OF FLOOR BOXES AND OUTLETS IN WORK AREAS PRIOR TO ROUGH -IN. PART 2 - PROL7UGTS 2.01 OUTLET BOXES A. SHEET METAL OUTLET BOXES: GALVANIZED STEEL.. B. CAST BOXES: TYPE FS, CAST FERALLOY. PROVIDE CASKETED COVER BY BOX MANUFACTURER G. MANUFACTURERS: NATIONAL, APPLETON, 6EERAL ELECTRIC, RAW, OR STEEL. CITY. D. PROVIDE BOXES FOR FIXTURES WITH FIXTURE STUDS IN CENTER. E. OUTLET BOXES FOR LIGHTING, SWITCHES AND RECEPTACLES IN INTERIOR AREAS WITH EXPOSED CONDUIT SHALL BE PRE55E7 STEEL AND IN EXTERIOR AREAS WITH EXPOSED CONDUIT SHAD. BE CAST METAL WITH THREADED H USS, "FS" TYPE. USE GALVANIZED STEEL FOR CONGEALED BOXES. BOXES SHALL BE I-I/2" DEEP MINIMUM. 2.02 PULL AND JUNCTION BOXES A. SHEET METAL BOXES: GALVANIZED STEEL.. B. SURFACE -MOUNTED CAST METAL BOX: TYPE 4; FLAT -FLANGED, SURFACE -MOUNTED JUNCTION BOX. I. MATERIAL: GALVANIZED CAST IRON. 2. COVER: FURNISH WITH GROUND FLANGE, N60PRENE GASKET, AND STAINLESS STEEL. COVER SGREKS. G. IN -GROUND CAST METAL BOX, INSIDE FLANGED, RECESSED COVER BOX FOR FLUSH MOUNTING. I. MATERIAL: GALVANIZED CAST IRON. 2. COVER: NONSKID COVER WIT14 NEOPRENE GASKET AND STAINLESS STEEL. COVER SCREWS. S. COVER LEGEND: ELECTRIC. D. MANUFACTURERS: NATIONAL, APPLETON, GENERAL ELECTRIC,, RAC,0, OZ-6EDNEY OR STEEL CITY. PART 3 - EXEECUTION 5.01 INSTALLATION A. INSTALL ELECTRICAL BOXES A5 SHOWN ON DRAWINGS, AND AS REQUIRED FOR SPLICES, � ( INS, EQUIPMENT CONNECTIONS AND COMPLIANCE WITH REGULATORY B. INSTALL PULL BOXES AND JUNCTION BOXES ABOVE ACCESSIBLE CEILINGS. Co. INACCESSIBLE CEILING AREAS: INSTALL OUTLET AND JUNCTION BOXES NO MORE THAN 6 INCHES FROM CEILING ACGE55 PANEL OR FROM REMOVABLE RECESSED LIGHT FIXTURE. D. USE FLUSH MOUNTING OUTLET 13OXES IN FINISHED AREAS. E. USE STAMPED STEEL BRIDGES TO FASTEN FLUSH MOUNTING OUTLET BOX BETWEEN STUDS. F. INSTALL FLUSH MOUNTED BOX WITHOUT DAMAC71NO WALL INSULATION OR REDUCING ITS EFFECTIVENESS. 6. USE ADJUSTABLE STEEL. CHANNEL FASTENERS FOR HUt6 CEILING OUTLET BOX. H. DO NOT FASTEN BOXE-5 TO C,EILIN6 SUPPORT WIRES. I. SUPPORT -BOXES INDI31ENDENTLY OF CONDUIT, EXCEPT CAST BOX THAT 15 CONNECTED TO TWO RIGID METAL CONDUITS BOTH SUPPORTED WITHIN 12 INCHES OF BOX. J. USE SANS BOX WHERE MORE THAN ONE DEVICE IS MOUNTED TOGETHER. DO NOT USE SECTIONAL BOX. K. USE GANG, BOX WITH PLASTER RING, FOR SINGLE DEVICE OUTLETS. L. USE CAST OUTLET BOX IN EXTERIOR LOCATIONS AND WET LOCATIONS. 3.02 OUTLET BOXES A. SELECT BOXES ACCORDING TO INTENDED USE AND TYPE OF OUTLET. CEILING OUTLET BOXES SHALL BE 4" OGTA:GON AND 1-1/2" DEEP. USE 2-1/6" DEEP OGTA6ON BOXES OR 4' SQUARE BOXES REQUIRED. ALL CEILING OUTLET BOXES SHALL HAVE A FIXTURE STUD OF NO BOLT SELF-LOGKINI6 TYPE INSTALLED IF REQUIRED TO HANG THE FIXTURE SPECIFIED AT THE OUTLET. 3.03 JUNGTIQN BOXES A. JUNCTION BOXES SHALL. BE SIZED ACCORDING TO NUMBER OF CONDUCTORS IN BOX OR TYPE OF SERVICE TO BE PROVIDED. MINIMUM JUNCTION BOX SIZE 4-IIA6" SQUARE AND 2-1/6" DEEP. PROVIDE SCREW COVERS FOR JUNCTION BOXES. B. USE CODE GAUGE STEEL WITH SCREW COVERS FOR PILL BOXES WITH PRIME COAT AND PROVIDE WITH SCREW COVER. SIZE PULL BOXES ACCORDING TO THE NW. C. PROVIDE PULL BOX EVERY IOO' OF CONDUIT RUN OR WHERE EXCESSIVE NUMBER OF BENDS NECESSITATES A BOX FOR EASE OF WIRE INSTALLATION. fLTION 16141 - WIRING PART I - PROQL= 1.01 WALL SWITCHES A. COLOR OF WIRING DEVICES AND GOVERPL.ATES SHALL BE SELECTED BY AROHITEGT. B. RATINGS: 20 AMPS,120/2TT VOLTS A.G. OR AS IDENTIFIED ON DRAWINGS. G. DEVICES: UVITON CATALOG NUMBERS ARE LISTED UNLESS NOTED OTHERWISO: 1.51NSL.E POLE TOGGLE SWITCHES: A. 20 AMP IVORY DEVICE - #1221-21 S. 20 AMP PILOT L16HTS ILLUMINATED WITH LOAD ON - #122141L 2. DOUBLE POLE TOGGLE SWITCHES: 20 AMP IVORY DEVICE- #1222-21 1.02 RECEPTACLES A. COLOR OF WIRING DEVICES AND GOVERPLATES SHAD. BE SELECTED BY ARGHITEGT. B. DEVICES: (LEVITION GATALOC NUMBERS ARE LISTED UNLESS OTHERWISE NOTED): I. SPECIFICATION GRADE DEVICES A. 20 AMP,125 VOLTS A.G., RECEPTACLES 1. SINGLE DEVICE: #5561-1 2. DUPLEX DEVICE: 5362A-1 OR 6Y 3. ISOLATED GROUND DUPLEX DEVICE: 16536216-ORANGE 4. 15OLATED GROUND SINGLE DEVICE: 165%116-ORANGE IDS SPECIAL DEVICES .- A. MANUAL MOTOR STARTER SWITCH: 50. D GLASS 2510, TYPE F, FOR USE ON MOTORS UP TO 5/4 HORSEPOWER. PROVIDE NEMA I ENCLOSURE IN DRY LOCATIONS; PROVIDE NEMA 3R ENCLOSURE IN NET OR EXTERIOR LOCATIONS. 1.04 WALL PLATES A. PROVIDE SPEGIFIGATIOWCOMMERIGAL GRADE 5TAINLE55 STEEL "TON SERIES FOR SWITCHES, COMMUNICATION AND POWER OUTLETS. B. PROVIDE BLANK PLATES ON ALL OUTLET BOXES FOR FUTURE OUTLETS, OR OUTLETS WITHOUT DEVICES. PLATE STYLE SHALL MATCH DEVICE PLATES. C. IMPACT RESISTANT CAST METAL LEVITON SERIES FOR WEAK DUPLEX CFI RECEPTACLES LOCATED OUTSIDE OR IN WET LOCATIONS. D. WHERE DEVICES ARE INSTALLED IN EXPOSED BOXES OR CONDUIT FITTINGS, PROVIDE PROPERLY DESIGNED PLATES AND EXPOSED WORK COVERS. E. INSTALL GALVANIZED STEEL PLATES ON OUTLET BOXES AND JUNCTION BOXES IN UNFINISHED AREAS, ABOVE ACCESSIBLE CEILINGS, AND ON SURFACE -MOUNTED BOXES. FiQj&0-r4�-QJ R2J 2.01 INSTALLATION A. MOUNTING I. MOUNT SWITCHES AND RECEPTACLES AT HE16HT ABOVE FINISHED FLOOR AS INDICATED ON PLANS, AND LEGEND. 2. MOUNT SWITCHES ON STRIKE SIDE OF DOOR MAXIMUM 6" FROM DOOR FRAME. OUTLET BOX FOR SWITCH SHALL BE LOCATED CLEAR OF DOOR FRAME. COORDINATE WITH ARCHITECTURAL PLANS PRIOR TO ROU6H-IN. S. INSTALL SWITCHES WITH OFF POSITION DOWN. 4. FOR 6FGI TYPE RECEPTACLES, DO NOT USE THE FEED TH RUU FEATURE, UNLESS REQUIRED BY THE PLANS. S. USE JUMBO 5.= PLATES FOR OUTLETS INSTALLED IN MASONRY WALLS. 6. EACH RECEPTACLE SHALL BE PROVIDED WITH A #12 GREEN OROLMINS JUMPER BETWEEN THE GROUND TERMINAL OF THE RECEPTACLE AND THE OUTLET BOX. 1. THE SROUNDIN6 CONDUCTOR TO EACH RECEPTACLE SHAD. BE INSTALLED SUCH THAT THE REMOVAL OF THE DEVICE WILL NOT Ihi:=rti-crac WITH THE CONTINUITY OF THE GROUND. B. TESTING I. TEST EACH SWITCH AND VERIFY PROPER OPERATION WITH ENERGIZED CIRCUIT. 2. TEST EACH RECEPTACLE FOR PROPER POLARITY ON ENERGIZED CIRCUIT. 3. TEST EACH GI --GI RECEPTACLE WITH 6FI RECEPTACLE TESTER AND VERIFY CIRCUIT 15 OPENED BY 6FI DEVICE AT AMPERE RANGES ESTABLISHED BY MANUFACTURER. SECTION 16110 - 6ROUNDIN6 SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALLIC, CONDUITS, SUPPORTS, CABINETS, PANELBOARDS AND SYSTEM 6ROIINDIN6 NEUTRAL. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT THE SYSTEM. GROUND CLAMPS SHALL BE APPROVED TYPE, SPECIFICALLY DESIGNED FOR 6ROUNDIN6. WHERE 6ROUNDIN6 CONDUCTOR IS ENCLOSED IN CONDUIT, GROUND CLAMP SHALL BE OF A TYPE WEIGH GROUNDS BOTH CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE CONDUIT OR PLASTIC CONDUIT SHALL. INCLUDE A GROUND WIRE SIZED IN ACCORDANCE WITH "NEC" 250. NO CONDUIT SHALL BE ALLOWED AS A 6ROUNDINS MEANS. PART I - PRO= 1.01 ROD ELECTRODES A. MATERIAL: COPPER -GLAD STEEL. B. DIAMETER: 5/4 INCH. G. LENGTH: 10 FEET. 1.02 MECHANICAL CONNECTORS A. MATERIAL: BRONZE. 1.05 WIRE A. MATERIAL: STRANDED COPPER. B. FOUNDATION ELECTRODES: 5/0 AWE. C. GROUNDING ELECTRODE CONDUCTOR: SIZE TO MEET NFPA " 10 ARTICLE 250 REQUIREMENTS. PART 2 - EXECUTION 2.01 INSTALLATION A. INSTAL. ROD ELECTRODES AT LOCATIONS INDICATED. INSTALL ADDITIONAL ROD ELECTRODES A5 REQUIRED TO ACHIEVE RESISTANCE TO GROUND OF LESS THAN 25 OHMS. B. PROVIDE GROUNDING, ELECTRODE CONDUCTOR AND CONNECT TO REINFORCING, STEEL IN FOUNDATION FOOTING. 0. PROVIDE BONDING TO MEET REGULATORY REQUIREMENTS. D. BOND TOGETHER EACH METALLIC RACEWAY, PIPE, DUCT AND OTHER METAL OBJECTS. E. PROVIDE ISOLATED GROUNDING CONDUCTOR FOR CIRCUITS SUPPLYING ALL ISOLATED GROUND OUTLETS. INSULATION SHALL BE 6RE'EN WITH YELLOW STRIPE. SIZE PER NEC 250. THIS ISOLATED GROUNDING CONDUCTOR SHALL RUN IN ADDITION TO EQUIPMENT 6ROUNDIN6 CONDUCTOR AND ALONG WITH THE BRANCH CIRCUIT CONDUCTORS. TERMINATE ON THE ISOLATED 6ROUdD BUS WITHIN THE PANELBOARD SERVING LOAD. • - L•11i17I =: A. GROUND ELECTRICAL SYSTEM IN ACCORDANCE WITH ARTICLE 250, NATIONAL ELECTRICAL CODE, AND LOCAL AUTHORITIES HAVING JURISDICTION. B. INSTALL A #3/0 BARE CAPPER WIRE BOND ACROSS THE WATER METER, SAME TO BE ATTACHED TO GROUND CLAMPS ON WATER LINE ON EACH SIDE OF METER. ARRANGEMENTS SHALL BE MADE TO DO THIS WORK AT THE TIME THE WATER METER 15 INSTALLED. G. FROM THE POINT OF ENTRANCE OF THE WATER MAIN INTO THE BUILDING AND ON THE METER SIDE OF THE MAIN INSIDE WATER VALVE AND UNION INSTAL. A STRANDED COPPER GABLE 03/0 IN 1-1/4' CONDUIT TO THE MAIN DISTRIBUTION PANEL. CONNECT THE GABLE TO THE EQUIPMENT GROW BUS. D. INSTALL A GREEN EQUIPMENT 61ROUNDIN6 CONDUCTOR IN EACH RACEWAY, SIZED PER N.E.G. 250. TERMINATE ON EQUIPMENT GROUND BUS WITHIN PANELBOARD SERVING LOAD. E. INSTALL #6 AWG COPPER 6ROUNDIN6 CONDUCTOR FROM GROUND BAR IN MAIN TELEPHONE BOX TO EQUIPMENT GROUND BUS IN MAIN DISTRIBUTION PANEL. F. ALL SEPARATE 6ROUNDIN6 ELECTRODES SHALL 8E BONDED TOGETHER TO LIMIT POTENTIAL DIFFERENCES BETHEEN THEM AND BETWEEN THEIR ASSOCIATED WIRING SYSTEMS. THIS INCLUDES THE POWER SYSTEM, TELEPHONE SYSTEM, ETC. 2.05 FIELD QUALITY CONTROL A. INSPECT GROUNDING AND BONDING, SYSTEM CONDUCTORS AND CONNECTIONS FOR TIGHTNESS AND PROPER INSTALLATION. SECTION 161410 TINS DEVICES AND HANGERS PART I - PROQ= 1.01 ACCEPTABLE MANUFACTURERS A. SUPPORTING DEVICES AND HANGERS SHALL BE MANUFACTURED BY RAYCO FASTENERS. PART 2 - EXECUTION 2,01 INSTALLATION A. SECURE CONDUITS TO WITHIN 3' OF EACH OUTLET BOX, JUNCTION BOX, CABINET, FITTING, ETC., AND AT INTERVALS NOT TO EXCEED TEN FEET 009 AND IN AGGORDANGE WITH THE NATIONAL ELECTRIC CODE. IN SEISMIC ZONES, SUPPORT CONDUITS I' AND UNDER AT 6' INTERVALS. S. INSTALL CLAMPS SECURED TO STRUCTURE FOR FEEDM AND OTHER CONDUITS ROUTED AGAINST THE STRUCTURE. USE DROP RODS AND HANGERS OR RACKS TO SUPPORT CONDUITS RUN APART FROM THE STRUCTURE. G. PROVIDE AND INSTALL SUITABLE ANGLE IRON, CHANNEL IRON OR STEEL. METAL FRAMING WITH ACCESSORIES TO SUPPORT OR BRACE ELECTRICAL EQUIPMENT INCLUDING SAFETY SWITCHES, FIXTURES, PANELBOARDS, ETC. D. USE OF CHAINS, PERFORATED IRON, BALING WIRE, OR TIE WIRE FOR SUPPORTING CONDUIT RUNS 15 NOT PERMITTED. E. FOR SUPPORT OF LOW VOLTAGE WIRING NOT REQUIRED TO BE IN CONDUIT, BUNDLE GABLES T06ETHER IN A NEAT MANNER U51N6 APPROVED NYLON TIE WRAPS. BUNDLED GABLES SHALL BE SUPPORTED WITH "J" HOOKS ON TELEPHONE TYPE BRIDLE RINGS, A MINIMUM OF 6 FEET ON CENTERS. CLEARLY IDENTIFY ALL DIFFERINS TYPES OF GABLES BEING RUN AND TAG, WITH TAPE TACO REGARDING TELEPHONE, PAR, MU510/COMMUNICATION, SECURITY, M. FOR VARIOUS SYSTEM UTILIZING SAID GABLE. IDENTIFICATION TAPE SHALL BE PROVIDED AT MINIMUM INTERVALS OF 25 FEET ON CENTER AND WITHIN EACH BUILDING SPACE. . F. PROVIDE A SYSTEM OF SUPPORTING DEVICES AND HANGERS TO INSURE SECURE SUPPORT OR BIRACIN6 FOR CONDUIT, ELECTRICAL EQUIPMENT, INCL.UDINS SAFETY SWITCHES, FIXTURES, PANELSOARD5, OUTLET BOXES, JUNCTION BOXES, CABINETS, ETC,. 9C,TION 16255 - DIMMER PAS PART I - 60CE& IAI GENERAL A. DIMMER PANELS SHALL CONSIST OF A BOX, FRONT, INTERIOR AND CIRCUIT PROTECTIVE DEVICES AND SHALL BE MANUFACTURED IN ACCORDANCE WITH NEMA STANDARDS AND BEAR APPLICABLE UNDERWRITER'S LABORATORIES LABELS. PART 2 - PROQL,M 2.01 CABINET A. THE DIMMER CABINET SHALL BE CONSTRUCTED ON 14 CAUSE U.S. STEEL, WELDED WITH BAKED ENAMEL, FINISHED WITH WHITE, LEAD-FREE PAINT, A REMOVABLE FRONT COVER, AND A FULL SIZE HINGED DOOR FOR EASE OF OPERATION AND MAINTENANCE. ALL CIRCUIT BREAKERS SHALL BE AG4E551BLJE THROL16H THE CABINETS FRONT VIA A CLEAR REMOVABLE LEXAN COVER. THE DIMMER CABINET SHALL BE GON5TRUGTED FOR RECE55M AND SURFACE MOUNTING. B. THE MAIN LU65 SHALL BE RATED 250 AMP. 3-PH., 414. C. THE DIMMER CABINET FAN COOLING SHALL BE THERMOSTATICALLY CONTROLLED FROM 100 TO 1600. 2.02 DIMMERS A. THE DIMMING SYSTEM SHALL INCLUDE UNIT -MOUNTED MODULAR SOLID STATE DIMMERS, RATED AT 2400K EACH DIMMER MODULE SHALL BE PROTECTED BY A 20 AMP PRIMARY CIRCUIT BREAKER, RATED AT I0,000 AID. B. EACH DIMMER MODULE SHALL EMPLOY A TOROIDAL CHOKE TO ELIMINATE LAMP FILAMENT NOISE AND RADIO FREQUENCY. THE DIMMER MODULES SHALL BE 100% SOLID 5TATE, EMPLOYING SILICON CONTROLLED RECTIFIERS (501t). EACH DIMMER MODULE SHALL BE OPTICALLY ISOLATED FROM POWER LINES. C. THE DIMMER MODULE EFFICIENCY SHALL BE qq.q% AT FULL LOAD. THE DIMMER MODULE CONTROL VOLTAGE SHALL BE ZERO TO 15 VDG, AND SHALL BE OPTICALLY ISOLATED. EACH DIMMER MODULE SHALL HAVE A BYPASS OR OVERRIDE CONNECTOR. THE DIMMER MODULE SHALL BE CONSTRUCTED ON 1/6" BLACK ANODIZED ALUMINUM AS A HEAT SINK. D. ALL DIMMER MODULES BREAKERS, AND TERMINAL BLOCKS SHALL BE ASSEMBLED ON A 1/6" BLACK SUB ANODIZED ALUMINUM -PLATE FOR EASE OF INSTALLATION, OR FOR ADVANCE SHIPMENT OF THE ENCLOSURE FOR ROUGH -IN INSTALLATION. E. THE DIMMER PANEL AND DIMMER MODULE SHALL BE UL LISTED AND GSA APPROVED. THE DIMMER MODULE SHALL BE A TRUE UNIVERSAL DIMMER MODULE TO CONTROL INCANDESCENT, LOW -VOLTAGE, FLUORESCENT, GOLD CATHODE, NEON, OR FAN MOTOR LOADS. 2.05 MANUFACTURER/MODEL A. PANELBOARD DIMMING SYSTEM SHALL BE MANUFACTURED BY MARLIN CONTROLS, INC. OF DALLAS, TEXAS. CONTACT MARLIN CONROLS, INC. =TION 164�1 - UTILITY SERVICE ENTRANCE AND DISTRIBUTION SYST&1 FART I - GENERAL IAI SYSTEM DESCRIPTION A. THE UNDERGROUND ELECTRICAL SYSTEM SERVICE 04ARAGTE:RI5T105 SHALL BE 206Y/120 VOLTS, THREE PHASE, FOUR WIRE SERVICE SHALL EXTEND FROM UTILITY COMPANY TRANSFORMER SECONDARY. . B. METERING OF ELECTRICAL USAGE SHALL BE LOCATED AS REQUIRED BY LOCAL ELECTRICAL UTILITY COMPANY. COORDINATE REQUIREMENTS WITH LOCAL UTILITY COMPANY. G. DISTRIBUTION SYSTEM ORIGINATES AT SECONDARY OF UTILITY TRANSFORMER AND INCLUDES SERVICE ENTRANCE CONDUIT AND CONDUCTORS, DISTRIBUTION EQUIPMENT, LISHTIN6 PANELBOARDS, UTILIZATION EQUIPMENT, OVERcURRENT DEVICES, DISCONNECTING MEANS, CONTROLS, BRANCH AND FEEDER CIRCUITS, ETC. PART 2 - PROQ&n 2.01 MATERIALS A. MMIS14 SERVICE ENTRANCE CONDUIT, GABLE, AND MISCELLANEOUS HARDWARE AS REQUIRED BY PLANS AND SPE.CIFIGATIONS FOR ELECTRICAL SERVICE ENTRANCE AND SYSTEM GROUNDING, AT MAIN ELECTRICAL SERVICE. FART 3 EXECUTION I - 5.01 EXAMINATION AND PREPARATION A. COORDINATE EXACT LOCATIONS OF ELECTRICAL SERVICE UTILITY TRANSFORMER, METERING EQUIPMENT, SERVICE LATERAL, ETC. PRIOR TO COMMENCEMENT OF INSTALLATION. CONTACT ENGINEER WITH CONFLICTS PRIOR TO BID. B. ENSURE PAD MOUNTED TRANSFORMER 15 NOT LOCATED WITHIN ROADWAY OR SIDEWALK. C. COORDINATE WITH LOCAL ELECTRICAL UTILITY FOR ALL UTILITY COMPANY REQUIREMENTS AND PROVIDE FOR THE FOLLOWING ITEMS AND ANY OTHERS REQUIRED BY THE UTILITY: I. CONCRETE PAD FOR UTILITY TRANSFORMER WITH REQUIRED DIMENSIONS AND DETAILS. 2. PRIMARY UNDERGROUND CONDUIT, EXCAVATION, AND BACKFILL REQUIREMENTS. S. PAY FOR ALL IDS ASSOCIATED WITH ESTABLISHMENT OF ELECTRICAL SERVICE. PROPER SIZING AND RATING OF UTILITY TRANSFORMER BY THE UTILITY. 4. FURNISH LIST OF LOADS TO THE ELECTRICAL UTILITY COMPANY SERVING THE FACILITY 5. VERIFY THAT UTILITY COMPANY CLEARANCES ARE PROVIDED ON ALL SIDES OF UTILITY 5WIPNENT. D. ENSURE PROPER ACCE95 TO UTILITY EQUIPMENT IS MAINTAINED. E. PROVIDE PULL ROPE, EXCAVATION IN ACCORDANCE WITH ELECTRICAL UTILITY COMPANY REQUIREMENTS, BACKFILL AND CONCRETE ENVELOPE FOR PRIMARY IN ACCORDANCE WITH ELECTRICAL UTILITY COMPANY REQUIREMENTS. TURN CONDUITS UP RISER POLE AS REQUIRED. GAP SPARE CONDUITS 12 INCHES ABOVE GRADE WITH PLUMBERS PIPE GAP. F. PROVIDE SECONDARY LUGS ON UTILITY TRANSFORMER AND PERFORM DRILLING AND INSTALLATION OF LUGS IN ACCORDANCE WITH UTILITY REQUIREMENTS. TYPE OF LUGS SHALL BE IN ACCORDANCE WITH ELECTRICAL UTILITY COMPANY REQUIREMENTS. CONNECT SERVICE CONDUCTOR TO TRANSFORMER SECONDARY LUGS AS DIRECTED BY ELECTRICAL UTILITY. WCTION 16441 - ENCLOSED SWITCHES PART I - PRQQ= IOU - MANWACTUURERS A. SQUARE D. B. GENERAL. ELECTRIC,. G. SIEMENS. D. CUTLER -HAMMER. 102 ENCLOSED SWITCHES A. NONFUSIBLE SWITCH ASSEMBLIES: 04A KS I, TYPE GENERAL DUTY FOR 250 VOLT AND 600 VOLT LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY OPERABLE HANDLE INi'ERL.00KED TO PREVENT OPENING FRONT COVER WITH SWITCH IN ON POSITION. B. ENCLOSURES: NEMA KS I. I. INTERIOR DRY LOCATIONS: TYPE I. 2. EXTERIOR LOCATIONS: TYPE 3R XZTION 16410 - PANELBOARDS PART I - PROO= IAI MANUFACTURERS A. SQUARE D. B. GENERAL ELECTRIC,. Co. SIEMENS. D. CUTLER -HAMMER. 1.02 PANELBOARD FEATURES A. PANELBOARDS SHALL BE FULLY RATED 4 SHALL HAVE A MINIMUM SYMMETRICAL INTERRUPTING RATING TO MEET OR EXCEED THE AVAILABLE SYMMETRICAL INTERRUPTING FAULT CURRENT INDICATED ON PANELBOARD SCHEDULE. B. BUS BARS SHALL BE COPPER. G. PROVIDE FACTORY -INSTALLED COPPER GROUND BUS IN EACH PANELBOARD WITH LU65 OR CONNECTORS ON BAR. D. PROVIDE ELECTRICALLY ISOLATED, FACTORY INSTALLED COPPER, NEUTRAL BUS IN EACH 3 PHASE, 4 WIRE PANELBOARD, E. IN ADDITION TO THE GROUND BUS REQUIRED BY PARAGRAPH 1.02D, PROVIDE FACTORY INSTALLED, ELECTRICALLY ISOLATED, COPPER GROUND BUS IN EACH PANELBOARD SERVING ISOLATED GROUND RECEPTACLES. F. MAIN LU65 AND MAIN CIRCUIT BREAKER LUGS SHALL BE Ul. LISTED FOR USE WITH BOTH ALUMINUM AND COPPER WIRES. 6. PROVIDE PANELBOARD DOM WITH CHROME -PLATED LOCKS AND CATCHES. ALL LOCKS SHALL BE KEYED ALIKE. PROVIDE TWO KEYS FOR EACH LOCK. PANE.LBOARD FRONTS SHAD. HAVE ADJUSTABLE, INDICATING TRIM CLAMPS. H. PROVIDE THERMAL -MAGNETIC CIRCUIT BREAKERS WHICH ARE RATED FOR 40 DEGREES G AMBIENT TEMPERATURE. BREAKERS SHALL BE QUICK -MAKE, QUICK BREAK TYPE TRIP WITH TRIP INDICATION SHOWN BY HANDLE POSITION OTHER THAN ON OR OFF. MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP HANDLE. TANDEM TYPE CIRCUIT BREAKERS SHALL NOT BE PERMITTED. I. PROVIDE TYPED DIRECTORY CARD WITH CLEAR HOLDER FOR EACH LISHTINS TYPE PANELBOARD. PART 2 - EXECUTION . 2AI INSTALLATION A. PANELBOARDS SHALL BE MOUNTED AT HEIGHT ABOVE FINISHED FLOOR SUCH THAT THE HEIGHT OF THE TOP -MOST BREAKER IN THE PANEL 15 NOT MORE THAN 6-1/2 FEET ABOVE FINISHED FLOOR IN ITS HIGHEST POSITION. B. WHERE MULTIPLE PANELSOARDS ARE INSTALLED IN WAILS IN COMMON AREAS OF BUILDINGS, THE PANELWARDS SHALL BE INSTALLED WITH THE TOP OF ALL PANELBOARDS AT THE SAME HEIGHT. G. PROVIDE BLANK FILLER PLATES OVER ALL UNUSED SPACES IN PANELBOARDS. D. A TYPED DIRECTORY CARD SHALL INDICATE DEVICES BEING SERVED AND THE SPACE NAME WHERE THE DEVICE 15 LOCATED. E. PROVIDE MINIMUM OF (1) 5/4 " EMPTY CONDUIT FOR EVERY 3 POLES OF SPARE BREAKER OR SPADE IN THE PANELBOARD. STUB CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE. LABEL CONDUIT AS SPARE AT PANELBOARD AND TERMINATION POINT. F. NON -ISOLATED GROUND BARS SHALL BE 6ROUNDED TO PANELBOARD CAN AND MAIN SERVICE ENTRANCE GROUND BUS WITH A CODE SIZED GROUNDING CONDUCTOR INSTALLED IN THE SAME CONDUIT AS THE PHASE AND NEUTRAL CONDUCTORS. 6. CIRCUITS USING A COMMON hEJTRAL SHALL. BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. H. INSPECT EACH PANELBOARD FOR PROPER INSTALLATION, PHYSICAL DAMAGE, TIGHTNESS AND INSTALLATION OF OVERMRENT DEVICES. VERIFY PROPER COLOR CODING OF CONDUCTORS. CORRECT OR REPAIR ALL ITEMS FOUND IN INSPECTION. I. NEUTRAL WIRES, GROUND WIRES, AND ISOLATED GROUND WIRES SHALL BE CONNECTED TO THE APPROPRIATE PANEL BUS BAR DO NOT MIX BUS WIRE CONNECTIONS. SEGTtON 16500 - L16HTIN6 FIXTUR= PART I - amm IAI ACCEPTABLE MANUFACTURERS A. AS INDICATED ON LIGHTING FIXTURE SCHEDULE. S. BALLASTS I. ADVANCE ELECTRONIC BALLASTS OR APPROVED EQUAL. C. LAMPS 1.OSRAM-SYLVANIA 2. NORTH AMERICAN PHILIPS 5. GENERAL ELECTRIC D. PROVIDE A COMPLETE RACEWAY SYSTEM IN ACCORDANCE WITH TELEPHONE UTILITY COMPANY ADDITIONAL OR VARYING REQUIREMENTS. E. TERMINATE EACH CONDUIT STUB -UP OR TERMINATION WITH NYLON INSULATED BUSHINGS. CONTRACTOR SHAD. CONTACT THE OWNER AND VENDOR AND SCHEDULE THE WORK. 1.02 FIXTURE REQUIREMENTS A. PROVIDE REGULATING, HPF BALLASTS IN ALL HID LIGHTING, FIXTURES. HID LAMP TYPES SHALL BE AS SHOWN IN PHOTOMETRIC TEST DATA. B. PROVIDE GLASS "P,' UL LABELED, HPF, ENERGY SAVING BALLASTS IN ALL FLUORESCENT LI6HTIN5 FIXTURES. RECESSED FLUORESCENT LI6HTIN6 FIXTURE BALLASTS SHALL BE PROVIDED WITH INTEGRAL THERMAL PROTECTION. C. PROVIDE RAPID START LAMPS FOR ALL FLUORESCENT FIXTURES. D. ALL LAMPS AND BALLASTS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NATIONAL ENERGY POLICY ACT OF 14412. E. ALL COMPONENTS OF RECESSED FIXTURES SHALL BE ACCESSIBLE WITHOUT DISTME)IN6 FIXTURE IN OR ON CEILINS. F. EN826Y SAVING BALLASTS AND ENERGY SAVING LAMPS PROVIDED SHALL BE GOMPATABLE FOR OPERATION TOGETHER 6. EXTERIOR FIXTURES AND POLES SHALL BE SUITABLE FOR EXTERIOR USE, SHALL BE U. L. LISTED, AND SHALL BE A STANDARD OMION FOR EXTERIOR APPLICATION. H. EXTERIOR POLES FOR FIXTURES WITH LUMINAIRES INSTALLED SHALL BE DESIGNED FOR MAXIMUM CONSTANT VELOCITY WIND LOAD WITH LUMINAIRES INSTALLED, APPLICABLE TO THE 6E061RAPHIC AREA. 'rf4p.,,........,%11 ►* *1 *; .* SHOJI OKUDA 54327 itro ENS 10 ' :• L 16,of THE SEAL APP RING ON T14IS DOCUMENT WAS AUTHORIZED BY SNUJI OKUDA, P.E. U327 ON I=EBRUARY 16, 2017 .ts�/Sf�'f» Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERmrmNG AND CONSTRUCTION 235E W. Northwest Highway Tel (214) 350-6487 Suite 1203, Lock Box 30 Fax (214) 350-6497 UNDER. THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON FEBRUARY 16, 2007 Dallas, Texas 75220 SAt Job No 06062 W -i W W Z ►i W Z 0 V) U W U ry Q W w � z U� w W n ELI" Q JOS NO.06101 REVISIONS M N r V) X W i` a Q 0 o th c0 0o N F W 00 >0) o 1* N a%-, tr fz W N I 1* In NO. DATE DESCRIPTION DATE 02-I6-2007 SWEET SP3 CONTRACTOR VERIFICATION RESPONSIBILITIES CONTRACTOR SHALL REPORT ANY DISCREPANCIES, OMISSIONS OR INCONSISTENCIES ON THE DRAWINGS TO THE ARCHITECT FOR VERIFICATION BEFORE STARTING CONSTRUCTION. OWNER AND ARCHITECT ARE NOT RESPONSIBLE FOR ANY ERRORS IN CONSTRUCTION WHERE SUCH DISCREPANCIES, OMISSIONS OR INCONSISTENCIES HAVE NOT BEEN PROPERLY REPORTED IN A TIMELY MANNER. 1.03 CONTROLS A. LIGHTING CONTACTORS SHALL BE ASCO WITH TYPES AND QUANTITY SHOWN ON DRAWINGS. 1.04 EMERGENCY LIGHTING UNITS A. BATTERIES SHALL SUPPLY EMERGENCY POWER FOR LIGHTING WITH MINIMUM OPERATING TIME OF 1-1/2 HOURS. B. EMERGENCY LIGHTING SHALL BE AUTOMATICALLY OPERATIONAL UPON NORMAL UTILITY POWER FAILURE. PART 3 - EXECUTION 3.01 INSTALLATION A. LIGHTING FIXTURES SHALL BE STRUCTURALLY SUPPORTED. FLUORESCENT FIXTURES MOUNTED IN DROPPED CEILINGS SHALL BE SUPPORTED BY AND ATTACHED TO CEILING SYSTEM AS REQUIRED BY NEC 410-16(C). IN ADDITION, FLUORESCENT TROFFERS SHALL BE SUPPORTED AT TWO OPPOSITE CORNERS TO BUILDING STRUCTURE. B. RECESSED FIXTURES IN DROPPED CEILING AREAS SHALL BE CONNECTED TO POWER SOURCE USING FLEXIBLE CONDUIT. FLEXIBLE CONDUIT SHALL CONTAIN A SEPARATE INSULATED GREEN NO. 12 COPPER GROUND WIRE. FLEXIBLE CONDUIT SHALL BE CONNECTED TO JUNCTION BOX AND FIXTURE. GREEN GROUND WIRE SHALL PROVIDE GROUND CONTINUITY BETWEEN CONDUIT SYSTEM AND FIXTURE. GROUNDING CONDUCTORS SHALL BE PERMANENTLY AND MECHANICALLY CONNECTED BETWEEN FIXTURE AND CONDUIT SYSTEM SO AS TO BE ELECTRICALLY CONTINUOUS. C. FIXTURES SURFACE MOUNTED ON EXPOSED TEE BAR CEILINGS SHALL USE GRIP CLAMPS ON TEE BARS TO SUPPORT FIXTURES. D. LOCATE NO SPLICE OR TAP WITHIN AN ARM, POST, OR POLE. WIRE SHALL BE CONTINUOUS FROM SPLICE IN OUTLET BOX OF BUILDING WIRING SYSTEM TO LAMP SOCKET OR BALLAST TERMINALS. E. MAINTAIN THE INTEGRITY OF ENCLOSURES ON ENCLOSED AND GASKETED FIXTURES. MINIMIZE THE NUMBER OF ENCLOSURE PENETRATIONS AND MAKE SUCH PENETRATIONS WATER AND DUST TIGHT WITH APPROPRIATE GASKETS AND FITTINGS. F. CONCRETE BASES SHALL BE PROVIDED FOR ALL EXTERIOR GROUND MOUNTED OR POLE MOUNTED FIXTURES. G. INSTALL ACCESSORIES FURNISHED WITH EACH FIXTURE. 14. WIRING FROM POLE BASES TO POLE MOUNTED LUMINAIRE SHALL BE NO. 12 WITH FUSE PROTECTION BY A 30 AMP, 600 VOLT WATERPROOF FUSE14OLDER WITH BUSSMAN 'LIMITRON' FUSE OF AMPERE RATING 3 TIMES THE LOAD CURRENT. I. SURFACE AND RECESSED FIXTURES ON OR IN PLASTERED OR DRYWALL CEILINGS SHALL BE SUPPORTED BY SUPPORT CHANNELS. SUPPORT CHANNELS SHALL SPAN ACROSS MAIN SUPPORT CHANNELS AND SHALL NOT DEPEND UPON CEILINGS FOR SUPPORT. 3.02 FIELD QUALITY CONTROL A. RELAMP FIXTURES THAT HAVE FAILED LAMPS AT SUBSTANTIAL COMPLETION. SECTION 16741 - TELEPHONE SERVICE PART 1 - GENERAL 1.01 WORK INCLUDED A. FURNISH AND INSTALL TELEPHONE SYSTEM CONSISTING OF EMPTY CONDUITS l�� JUNCTION BOXES OUTLET BOXES, DEVICE PLATES, ETC., AS SPECIFIED AND SHOWN 6N OWNER SELECTED VENDOR WIRING SCHEMATICS. CABLE EQUIPMENT, AND INSTALLATION OF THE INTERIOR SYSTEM WILL BE PROVIDED BY TIE OWNER'S SYSTEM VENDOR. B. PROVIDE UNDERGROUND PVC, SCHEDULE 40, SERVICE CONDUIT AS REQUIRED BY PLANS. C. TELEPHONE UTILITY COMPANY WILL PROVIDE SERVICE ENTRANCE CABLE. D. INTERIOR TELEPHONE SYSTEM WILL BE FURNISHED BY OWNER'S VENDOR. E. SPECIAL BACKBOXES WILL BE FURNISHED BY THE OWNER'S VENDOR. PART 2 - PRODUCTS 2.01 MATERIALS A. PROVIDE 4-11/16' SQUARE BOXES WITH PLASTER RINGS. PROVIDE DEVICE PLATES FOR TELEPHONE OUTLETS TO MACH THOSE SPECIFIED IN SECTION 16141. PROVIDE SEPARATE CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE FROM EACH OUTLET. B. MINIMUM CONDUIT SIZE SHALL BE 3/4 '. C. PROVIDE LIGHTNING ARRESTER FOR TELEPHONE SERVICE ENTRANCE AT MAIN TELEPHONE BACKBOARD IN ACCORDANCE WITH ULg6A PARAGRAPH 11.2 AND NFPA 780. D. CABLE SHALL BE IN CONDUIT WHERE INSTALLED IN WALLS OR ABOVE INACCESSIBLE CEILING SPACES. PART 3 - EXECUTION 3.01 INSTALLATION A. LEAVE ONE #10 EQUIVALENT NYLON PULL WIRE IN EACH TELEPHONE CONDUIT. B. PROVIDE TRENCHING BACKFILLING ETC. FOR INSTALLATION OF SERVICE ENTRANCE CONDUIT IN ACCORDANCE WITH OTHER DIVISIONS, PLANS, AND TELEPHONE UTILITY REQUIREMENTS. PROVIDE PULL WIRE IN EMPTY CONDUIT. C. COORDINATE WITH THE LOCAL UTILITY FOR POINT OF SERVICE AND TYPE OF SERVICE REQUIRED. PAY FOR ANY UTILITY COMPANY CHARGES AND FEES FOR ESTABLISHMENT OF SERVICE. SECTION 16751 - SP99AL SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED A. FURNISH AND INSTALL RACEWAY SYSTEM FOR MUSIC/COMMUNICATIONS SECURITY, CATV CCTV AND OTHER OWNER- FURNISHED SYSTEMS, CONSISTING OF EMI � CONDUITS JUNCTION BOXES OUTLET BOXES, AND DEVICE PLATES, ETC., AS SPECIFIED AND SIiOWN ON OWNER SELECTED VENDOR WIRING SCHEMATICS. CABLE, EQUIPMENT, AND INSTALLATION OF THE INTERIOR SYSTEM WILL BE PROVIDED BY THE OWNER'S SYSTEM VENDOR. B. INTERIOR SYSTEM EQUIPMENT WILL BE FURNISHED BY OWNER'S VENDOR. C. INSTALL SPECIAL BACKBOXES FURNISHED BY THE ELECTRICAL CONTRACTOR. PART 2 - PRODUCTS 2.01 MATERIALS A. PROVIDE 4"-11/16" SQUARE BOXES WITH PLASTER RINGS. PROVIDE DEVICE PLATES FOR SYSTEM OUTLETS AS SPECIFIED IN SECTION 16141. PROVIDE SEPARATE CONDUIT TO NEAREST ACCESSIBLE CEILING SPACE FROM EACH OUTLET. B. CABLE SHALL BE IN CONDUIT WHERE INSTALLED IN WALLS OR INACCESSIBLE CEILINGS. C. MINIMUM CONDUIT SIZE SHALL BE 3/4 ". PART 3 - EXECUTION 3.01 INSTALLATION A. FURNISH AND INSTALL CONDUITS, JUNCTION BOXES, OUTLET BOXES, AND PLATES. B. LEAVE ONE #10 EQUIVALENT NYLON PULL WIRE IN EACH SYSTEM CONDUIT. C. PROVIDE A COMPLETE RACEWAY SYSTEM IN ACCORDANCE WITH INTERIOR SYSTEM VENDOR REQUIREMENTS. INTERIOR SYSTEM VENDOR SHALL REVIEW THE DRAWINGS. CONTRACTOR SHALL PROVIDE FOR ANY ADDITIONAL OR VARYING REQUIREMENTS. D. FINAL CONNECTIONS AND TESTING OF SYSTEMS WILL BE PROVIDED BY THE SYSTEM VENDOR. CONTRACTOR SHALL CONTACT THE OWNER'S VENDOR AND SCHEDULE THE WORK SO AS TO COMPLETE SYSTEM INSTALLATION AND TESTING PRIOR TO OCCUPANCY OF THE FACILITY. E. TERMINATE EACH CONDUIT STUB -UP OR TERMINATION WITH NYLON INSULATED BUSHING. ACTION I6gB - MECHANICAL EQUIPMENT CONTROLS PART 1 - PROD= 1.01 CONTROL WIRING A. ALL CONTROL WIRING FOR MECHANICAL EQUIPMENT SHALL BE PROVIDED IN CONDUIT WITH J-BOXES UNDER DIVISION 16. CONTROL COMPONENTS FOR MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY DIVISION 15. PART 2 - EXECUTION 2.01 INSTALLATION A. WHERE VOLTAGE CHARACTERISTICS DIFFER, PROVIDE TRANSFORMERS, BREAKERS OR SWITCHING IN ORDER TO CONNECT ALL EQUIPMENT TO ITS RATED VOLTAGE. B. REVIEW MECHANICAL SPECIFICATIONS AND DRAWINGS PRIOR TO BIDS TO PICK UP ALL CONDUIT AND WIRING FOR MECHANICAL CONTROLS, STARTERS, ETC. ry W W W u z 0 V) I- U W SPECIAL NOTaS•. FLOOR BOXES SHALL BE WIREMOLD 880 SERIES DEEP BOX WITH NO. OF GANG AS REQURIED. PROVIDE CAST IRON BOX WHEN IT 15 REQUIRED BY U� BY AUTHORITY HAVING JURISDICTION. PROVIDE BRASS COVER PLATES AND ALL - ACCESSORIES AS REQUIRED TO COMPLETE THE INSTALLATION. 2. MATERIAL, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A MIN. PERIOD OF W ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THE PERIOD SHALL BE REPAIRED/ADJUSTED/CORRECTED AT THE ELECTRICAL CONTRACTOR'S n (-- EXPENSE. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE. FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR MATERIAL FURNISHED DURING THE SAME PERIOD. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EQUIPMENT AND SYSTEMS W W AGAINST HARMFUL EXPOSURE, OR ACCUMULATION OF DIRT/MOISTURE, FLOODING, Z CORROSION, OR OTHER FORMS OF DAMAGE. CLEAN AND RESTORE DAMAGED FINISHES AND EQUIPMENT TO PLACE INSTALLATION IN A LIKE -NEW CONDITION. V J 4, ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED AND TESTED FOR PROPER I I J OPERATION. AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND W n EQUIPMENT, THE SYSTEM SHALL BE TESTED FOR SHORTS AND GROUNDS. ALL HOT AND Q NEUTRAL CONDUCTORS, IF SHORTED OR GROUNDED SHALL BE REMOVED AND - REPLACED. ALL METERS, INSTRUMENTS, CABLE CONNECTIONS, EQUIPMENT OR C� APPARATUS NECESSARY FOR MAKING ALL TESTS, SHALL BE FURNISHED BY THIS CONTRACTOR AT HIS OWN EXPENSE. 5. TOUGH -UP OR REFINISH DAMAGED SURFACED OF FIXTURES AND EQUIPMENT. 6. CONCEAL WIRING SYSTEM ABOVE SUSPENDED CEILINGS OR IN WALL OR FLOOR CONSTRUCTION WHERE POSSIBLE. INSTALL CONDUIT PARALLEL TO BUILDINGS LINES AND TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, STRUCTURE, ETC. 7. INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO MORE THAN FOUR (4) 110 DEGREE BENDS. SECURELY FASTENED IN PLACE WITH STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. DO NOT SUPPORT CONDUIT FROM SUSPENDED CEILING GRID OR SUSPENSION WIRES. REAM CONDUIT ENDS BEFORE INSTALLATION AND THOROUGHLY CLEAN BEFORE INSTALLATION. OPENINGS SHALL BE PLUGGED OR COVERED TO KEEP CONDUIT CLEAN. TERMINALS ON SWITCHES AND RECEPTACLES SHALL NOT BE USED TO "FEED-THRU' TO THE NEXT SWITCH OR RECEPTACLE. THE DISCONNECTING OR REMOVAL OF A DEVICE FROM A BOX SHALL NOT INTERFERE WITH OR INTERRUPT THE CONDUCTOR CONTINUITY. S. RECESSED INCANDESCENT FIXTURES SHALL BE THERMALLY PROTECTED OR UL APPROVED FOR INSULATED CEILINGS AS APPLICABLE. q. ALL FLUORESCENT LIGHTING FIXTURES INSTALLED IN SUSPENDED CEILING SHALL BE SUPPORTED FROM THE UNDERSIDE OF THE ROOF STRUCTURE, INDEPENDENT OF THE CEILING SYSTEM, DUCTWORK AND PIPING, AND IN ACCORDANCE WITH ASTM C-636 SECTION 217, 10. RACEWAYS, CABLE ASSEMBLES, BOXES, CABINETS, AND FITTINGS SHALL BE 1. SECURED AND SUPPORTED IN ALL ROOF/CEILING AND FLOOR/CEILING ASSEMBLIES REQUIRED IN NEC SECTION 300.11. 11. ALL ELECTRICAL SYSTEM CIRCUITS AND COMPONENTS TO BE INSTALLED AS REQUIRED BY THE NEC, 2002 EDITION, OBC CHAPTER 27, AND ALL LOCAL ORDINANCES. 12. PROVIDE COMPLETE GROUNDING AND BONDING OF ELECTRICAL SYSTEM COMPONENTS AS REQUIRED IN NEC ARTICLE 250, SUBPARTS III, IV AND V. 13. TENANT SIGNAGE ELECTRICAL SYSTEMS TO BE INSTALLED AS REQUIRED IN NEC ARTICLE 600. 14 CLASS 1, CLASS 2, AND CLASS 3 REMOTE CONTROL, SIGNALLING AND POWER -LIMITED CIRCUITS SHALL BE INSTALLED AS REQUIRED IN NEC ARTICLE 725. 15. FIRE ALARM AND COMMUNICATION SYSTEM CIRCUITS SHALL BE INSTALLED AS REQUIRED IN NEC ARTICLE 760 AND 800 RESPECTIVELY. 16. ELECTRICAL SYSTEM COMPONENTS AND OVER CURRENT DEVICES SHALL BE PROVIDED TO MEET THE REQUIREMENTS OF NEC SECTIONS 110.9 AND 110.10 17. COMMUNICATIONS WIRES AND CABLES WITHING THE BUILDING SHALL BE INSTALLED AS REQUIRED IN NEC ARTICLE 800 SUBPART V. 18 AIR CONDITIONING EQUIPMENT AND RELATED CIRCUIT COMPONENTS TO BE INSTALLED AS REQUIRED IN NEC ARTICLES 110 AND 440 4 AJH. Iq. INSTALLATION OF EMERGENCY EQUIPMENT AND CIRCUITS SHALL COMPLY WITH NEC ARTICLE 700 20. ELECTRICAL WORK SHALL COMPLY WITH CHAPTER 27 OF THE OHIO BUILDING CODE AND THE 2002 NATIONAL ELECTRIC CODE. .•OF % SHOJI OKUDA .............................. 54327 THE SEAL EARING ON THIS DOCUMENT WAS AUTHORIZED BY SHOJI OKUDA, P.E. 54W ON FEBRUARY 16, 2007 JOS NO.061 q REVISIONS N J �o M � o� N W 00 > W o �- N a iz Ln g to NO. DATE DESCRIPTION DATE 02-16-2007 SWEET �,V�'AIMSO(tems Engineering Consultants W. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION Sult 12 Northwest Highway Tel (214) 350-64 Suite 03, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON FEBRUARY 16, 2007 1Dallas, Texas 7522D SAI Job No 06062 SP4 \,0 CO, NEW CONNECTION 2' DOMESTIC ' WATER SERVICE 6' FIRE SERVICE GREASE LOW PRESSURE GAS `� INTERCEPTOR r METES? RATfD AT 112.04 CFH FIRE DEPT :ONNECTION TWO -WAY -CO TELEPHONE -BOARD I Il 4"50 '— 4a V NEW CONNECTION TO E(ISTING PIPING. 2' V , — CONTRACTOR SHALL VERIFY EXACT LOCATION, I 2" CW RISER ��; - - " / SIZE AND ELEVATION OF EXISTING PIPING. D2 • J _ +� FIRE RISER t0 BE SIZED BY FIRE 0 PROTECTION CONTRACTOR / I CO 4" SS 1 4" 55J D WATER SERVICE REFER �'—'11----�--------------------- T TWO -WAY -CD TO CIVIL DRAWINGS _ _T- GAS SERVICE BY GAS COMPANY —E— — — — — — —E— — — — --1 PAID FOR BY C TRACTOR . A I ' %.. r In , METER AND DISCONNECT 6 D h �- E------�\ -- NEW CONNECTION co 4" SS . I TTTT Ills ,/ I I I IISNEW CONNECTION IIII IIII IIII IIII IIII �. IIII IIII I111 IIII IIII III III I (4) 4' SL EVES FOR—4 I FUTUU GAS SERV CES IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII If S SITE PLAN — MECHANICAL AND ELECTRICAL c NOTES BY SYMBOL EXISTING (2) 4" SCHEDULE 40 CONDUITS FOR UNDERGROUND TELEPHONE/CABLE SERVICE. /ERIFY EXACT LOCATION AND TERMINATION POINT AT BUILDING PAD SITE. ",ONNECT TO EXISTING (2) 4' TELEPHONE/CABLE SERVICE CONDUITS AND EXTEND INTO BUILDING TO TELEPHONE BOARD WITH (2) 4" SCHEDULE 40 PVC CONDUITS. EXISTING (4) 4" EMPTY ELECTRIC SERVICE CONDUITS TO BUILDING PAD. VERIFY EXACT TERMINATION POINT AT SITE. OCONNECT TO EXISTING (4) 4' ELECTRIC SERVICE CONDUITS AT TERMINATION POINT AND EXTEND TO NEW METER/DISCONNECT. REFER RISER ELECTRICAL RISER DIAGRAM ON SHEET E4. EXISTING POWER COMPANY PAD MOUNTED TRANSFORMER. VERIFY LOCATOIN. SPECIAL NOTES: A. COORDINATE ALL SERVICE REQUIREMENTS WITH UTILITY COMPANIES AND INCLUDE ALL WORK REQUIRED IN BID. B. UTILITY INFORMATION 15 SHOWN APPROXIMATELY, CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND SITE CONDITIONS PRIOR TO BID/CONSTRUCTION. GENERAL CONTRACTORS SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. AS INDICATED ON DRAWINGS IS SHOWN WITHOUT C. KNOWLEDGE OF UNDERGROUND UTILITIES ON THIS PARTICULAR SITE. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH OR HAZARD. ALL UTILITIES ARE DIAGRAMMITCALLY SHOWN. REFER TO CIVIL DRAWINGS AND VERIFY EXACT D. LOCATION OF ALL UTILITIES WITH UTILITY COMPANIES. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL CONTACT ALL UTILITIES FOR E. VERIFICATION AND IDENTIFICATION OF ALL UNDERGROUND RUNS, PRIOR TO SITE TRENCHING ("CALL BEFORE YOU DIG".) FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN F. STRICT ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (NFPA 70), AND THE LIFE SAFETY CODE (NFPA 101), AS ADOPTED AND/OR AMENDED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD G- VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (I.E. ELECTRICAL, TELEPHONE, ETC.), AS RELATED TO THIS JOB, OR THEREBY EFFECTED. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD H VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (i.e. ELECTRICAL, TELEPHONE, ETC.), AS RELATED TO THIS JOB, OR THEREBY EFFECTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITIES AND VERIFY ALL 1, REQUIREMENTS WITH THE UTILITIES PRIOR TO BID. IN ANY CASE, CONTRACTOR SHALL PAY FOR ALL UTILITIES RELATED EXPENSES. J. REFER TO CIVIL DRAWINGS FOR TRENCHING AND EASEMENT REQUIREMENTS. K. EMPTY CONDUIT SHALL BE CAPPED AT EACH END, L. PROVIDE PULL STRING IN EACH EMPTY CONDUIT. WHEN THE WORD "PROVIDE" IS USED, IT MEANS THAT THE ELECTRICAL CONTRACTOR SHALL M. FURNISH, INSTALL AND MAKE FINAL CONNECTION TO EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECS. AND RECOMMENDATIONS" UNLESS OTHERWISE NOTED. N; CONTRACTOR SHALL PROVIDE LARGE RADIUS 90 DEGREE SWEEPING BENDS FOR U.G. CONDUITS PER UTILITY CO. SPECS. AND REQUIREMENTS. ALL MEP WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH APPLICABLE PROVISIONS 4 O' REQUIREMENTS OF THE STANDARD CODES, THE NEC 4 LOCAL ORDINANCES. P. ALL EXTERIOR MOUNTED EQUIPMENT SHALL BE WEATHERPROOF TYPE. Q. ALL EXTERIOR ELECTRICAL OUTLETS SHALL BE WEATHERPROOF GFI TYPE. R. COORDINATE INSTALLATION WITH CIVIL ON ELECTRICAL PRIMARY, TEL. AND CABLE T.V. S. COORDINATE EXACT LOCATION OF PAD MOUNTED TRANSFORMER WITH UTILITY CO. tp�EOF T �\ r��•,,......,11 .............................. SHOJI OKUDA �. 54327 • �-ld•cT7 THE SEAL A-17151EARING ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 Engineering Consultants 2351 W. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION Suite 12 Northwest Highway Tel (214) 350-6497 Sit03, Look Box 30 Fax Northwest (214) 350-6491 1UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON FEBRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 T M N N 4 W H I� gW J L O O L U M 0 L L 8'0 00 G � U v L ry Q W a N z s 0 U� Q W X W W � z � w W n � Q JOB NO.06lq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET MEP1 HVAC GENERAL NOTES: I. =%,,M SHALL BE RUN ABOVE CEILING AS HIGH AS POSSIBLE IN GENERAL LOCATIONS SHOWN, BUT SHALL CONFORM TO ALL STRUCTURAL AND FINISH CONDITIONS OF BUILDING. COORDINATE WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS PRIOR TO MY INSTALLATION. 2. LOCATE EQUIPMENT AND FIXTURES APPROXIMATELY AS SHOWN, CONFORMING TO ALL ARCHITECTURAL AND STRUCTURAL ITEMS. PROVIDE ALL SUPPORTS, HANGERS AND OPENINGS AS REWIRED FOR A COMPLETE INSTALLATION, CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR CLEARANCES, AND EXACT LOCATIONS OF EQUIPMENT. ALL EQUIPMENT AND FIXTURES SHALL BE INSTALLED PER MANUFACTURERS' RECOMMENDATIONS AND IN FULL ACCORDANCE Y41TH ALL APPLICABLE COVES HAVING .JURISDICTION. 5. CEILING MOUNTED AIR DEVIC25 SHALL BE APPROXIMATELY AS SHOWN. FOR EXACT LOCATION AND FRAME MOUNTING, TYPES, REFER TO ARCHITECTURAL REFLECTED CEILING PLAN. ALL CEILING DIFFUSERS To BE 4-WAY UNLESS NOTED OTHERWISE BY AIRFLOW ARROWS, ON FLOOR PLAN. EXTEND FLEX DUCTWORK A MAXIMUM 6--0- FROM DIFFUSERS, INSTALL STRAIGHT AS POSSIBLE WITH LONG RADIUS SEWS AND CLAMPS TO BE USED AT BOTH ENDS. 4. DUCTWORK WITH TURNING, VANES INSTALLED IN ALL ELBOWS OF SUPPLY AIR DUCTS, AIR EXTRACTORS AT ALL RECTANGULAR TAKE -OFFS, AND THST-IN TAP WITH MANUAL VOLUME DAMPER AT ALL ROUND BRANCH TAKE -OFFS TO AIR DEVICES. 5. SMOKE DETECTORS REWIRED IN UNIT SUPPLY AND RETURN AIR PLENUM SHALL BE IONIZATION TYPE AND SHALL BE APPROVED AND LISTED BY UL OR FM FOR DUCT INSTALLATION. ACTIVATION OF A DUCT DETECTOR SHALL CAUSE SHUTDOWN OF ITS RESPECTIVE AIR CONDITIONING UNIT. CONTROL AND INTERLOCK WIRING, SHALL RUN IN CONDUIT WHICH SHALL BE SIZED TO SUIT THE MA43M TYPE AND SIZE OF CONDUCTORS AND SHALL BE PROVIDED BY THE CONTROL CONTRACTOR. CONTROL AND INTERLOCK HIRING, SHALL BE IN SEPARATE CONDUIT FROM POWER WIRING OF DIVISION 16. ALL WIRING SHALL BE IN AC40RDANCE WITH DIVISION 16. PROVIDE ALL APPROPRIATE ACCESS PANELS. 6. PROVIDE T-1500 PROlSRAMMl THERMOSTAT WITH SUB -BASE AND REMOTE SENSOR AS NOTED ON PLAN. VERIFY FINAL LOCATION OF THERMOSTATS WITH OWNER. CONTRACTOR SHALL PROVIDE POWER WIRING. SENSORS SHALL BE MOUNTED 60" A.F.F. AND SET POINT SHALL BE AS FOLLOWS: OCCUPIED MOVE: (MOWER FAN "ON" O/A DAMPER OPEW COOLINS'14 DEGREES F. HEAT1146 66 DEGREES P. UN-OCOJPIED MODE: (BLOWER FAN CYLCES K/ COMPRESSORS, AND O/A DAMPER CLOSED) COOLING, 66 DEGREES F. HEATING, 60 PEORMs P. FINAL SET -POINTS TO BE ADJJSTED DURING AIR BALANCING TO OIAM rm=mmp=joo SETTINGS. 1. BUILDING AIR SYSTEMS SHALL BE BALANCED PER DATA INCLUDED ON THE DRAWINGS TO ACHIEVE RELATIVE AIR VOLUMES AS INDICATED ON THE DRAWINGS AND SCHEDULED HEREIN. 6. ALL DUCT SIZES INDICATED ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 4. WHERE SHOWN ON THE DRAWINGS, PROVIDE VOLUME DAMPERS WITH LOCKINIS2 QUADRANTS OR SPLITTERS WITH HINGE AND 900 THROUGH SIDE OF DUCT WITH SET SCREW. VOLUME DAMPER HANDLES SHALL BE INSTALLED ON THE BOTTOM OF THE SPIN -IN PITTING, AND SHALL HAVE RING SET IN FULL OPEN POSITION. 10. MECHANICAL CONTRACTOR TO PROVIDE PROPER FITTIN69 AND EQUIPMENT FOR KITCHEN EQUIPMENT FLUES. REFER TO KITCHEN EQUIPMENT DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 12. MECHANICAL CONTRACTOR TO PROVIDE INTERNALLY LINED DUCTS WITH PAINTORIP P44ERE EXPOSED, REF -ER TO ARCHITECTS DRAWINGS FOR COLOR. PROVIDE EXTERNALLY WRAPPED ABOVE CEILING, OR CONCEALED DUCTWORK. REFER TO SPECIFICATIONS. n — - — - — - —�JA ....... ....... S% .... . ........ . 0.1 - 125 CFM VVI'vo v VI 12X4 200 CFI r="s L- -j FIREWOOD RTU STORAGE 112X4 all, \21 0 ALN V-Imll V ....... It I d4m - _. _ -1J -J_I. (. - - -'� t -_ -- - - __ - -_ ; - r -i U IJ A ...... . .... i - . I .. . ........ .......... T • 4648-rclj AA A3 I 1141INK-1A nAA04ow- 10114INK-113 X18-r- A4 --,---500 —90 CIFI'lo ")4�COOKING 250 CFM -T ..... ..... . ..... . E-2 I L 1011OW-151 250 4FM h /I I I v P.1; 16 A", 'i"A4, ----------- L i . ..... KEF 11 F 1 11 i .......... .... A3 V T. 10110NK- 250 CFM 600 UP THRU j ROOF TO FAN Ail 4- 0 --OD IbX64 F- 500 10,01NK o =M D E3, 250 CFM 011 ... . .. ..... .. RN IX WO CFM A 0 A C4 it X PATIO O— Ili FF I � REF v if5 loll 71 I&XIaLp uxu t.#p T '21N TO EF 2 DUCT MOUNTED TEMPERATURE RTU rr 120Cl2 A SENSOR - ACCESSABLE THRU r, R/A GRILLE, PROVIDE WITH ---------- HINGED GORE. OWN cal 011 /TEF\ THERMOSTAT GANG (( 10, vr-_� (--jAf-AjLX LA f -i;RW TT 1BOX6 i if 1311 5 500 6- - - - - - - - - - - - - - -- # if ... . ..... .. . . ....... . ..... . ..... .. ......... LININ( T J r 4" AV MA i94 A4 I L fit Ii 2C It V& PC I A, 1 ............ I 1 11 WO CFM it OFM d .... .......... it it if A? A2 N A2 — - — - — - -- --CF) ... ..... ...... .... . ..... .... ...... 7—' ?! H CIS v :,.` A ........... if A2 A2 If if till L.......... t-,-- 'd 0 Or- .... ... ... CIPM WO arm H I&X6-'C WAITING FT i C, . ... . ....... 1W I 0 f it -r1FM 500 af", ... . .... ............ 10.......... . . ........... e' WO CIFM Al 1 A4 11"k�TRY [i�� �__ o , t i it .. _ . . . . . ........ ....... . . . . . .-- — __ __ __ —�J ..... ..... - ... ........ .... . ... ... ........ ..... ........... All. E ..... ...... ........ J." ....... .. �1) 2 63 OF ......... . *::'�- T. F LOOR P LAN HVAC 01,.:*�, *� SCALE: 1/4"= V-10" ........... 0 S—H2OKUDA—, 0 .... ............ 54327 0 -i/eNvAs. A` THE SEAL A RING ON THIS DOCUMENT WAS AUTHORIZED BY S14UJI OKUDA, P.E. U327 ON FIBRUARY 16, 2007 4PIOWAL j IFTEMPAr"W Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W. Northwest Highway Tel (214) 350-6487J Suite 11203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORITY OF SHW1 OKUDA P.E. #54327 ON FMM 16, 2007ym Dallas, TOX03 75220 SAI Job No 06062 04 X LAJ 11-- W (n a LJ Lj FI r LJ 00 > 0) ell% 04 Ld 77 0 qlt (� Q X � z w n < LL- n-**, (_D J05 NO.0619 REVISIONS NO. DATE DESCRIPTION DATE o2l-i6-tom SHEET mi S.S. SCREW CLAMP (TYP., F :>< I� TRUNK DUCT (REFER TA T-BAR PLAN FOR SIZE) CLG. TI SEAL TAP W/ DUCT JOINT SEALANT ROUND 'SPIN -IN' W/ LOCKING MANUAL VOLUME DAMPER SUPPLY AIR TYPICAL INSTALLATION S.S. SCREW CLAMP (TYP. ) t ei evict: r DUCT (MAX. LENGTH 4- 0"). '0 PLAN FOR SIZE FLEXIBLE DUCT (MAX. LENGTH 2'-0"). REFER TO PLAN FOR SIZE DUCT HAT �-SQUARE NECK DIFFUSER T-BAR CLG. TILE SUPPLY AIR GRILLE OR DIFFUSER TIGHT SPACE INSTALLATION 05 BRANCH DUCT DIFFUSER DETAIL SCALE: N.T.S. VENTILATION OR ROOF EXHAUST FAN. SEE PLAN FOR LOCATION ROOF EXHAUSTER f I BASE BIRD SCREEN FACTORY FABRICATED BACK FACTORY DRAFT DAMPER W/ ACCESS FABRICATED CURB _ = :�'` FROM HINGED BASE ON FAN. FLASH FLASH #COUNTER -•-�4 ROOF I I � J 06ROOF EXHAUST FAN DETAIL SMOKE DETECTOR u 11 (FACTORY INSTALLED) /• FLLEPX CONNECTOR ROOF CURB -� ROOF I l \ 5 A. DUCT / I I ! _,,,e� V. THICK INER MAKE TRANSITIONS AS NIGH AS POSSIBLE I I I S.A. DUCT �,L AND PLENUM �L W/ 1" THK. LL'��----- LINER CEILING o, TYP. RTU MOUNTING DETAIL ROOF TOP UNIT ISOLATOR PAD 2x4 NAILER FLASHING _ o, RTU ROO -- ROOF CURB CANT. FBUILT UP ROOF PER ARCH. tl('� I \�- ROOF DECK F CURB DETAIL a Q ►lL 'E' SPLITTER DAMPER 'F' AND REGULATO 'A' 'B' 1 L l J L � � J L n r JJJ LLl Q L L , DIMENSIONAL RELATIONSHIP 1. ANGLES 'A' # 'B' EACH TO BE 15' OR LESS. 2. SEE FLOOR PLAN FOR VALUES FOR 'C', 'D' 4 'E'. 3, 4. 'H'-1.5 x 'C' 5. 'G'- 3"(MINIMUM) 6. HEIGHT OF FITTING EQUAL TO THAT OF HIGHEST OF THE THREE DUCTS. 7. CHANGE IN HEIGHTS OF DOWNSTREAM DUCTS TO OCCUR AFTER THE TURN. 03 DUCT SPLITTER TEE DETAIL SCALE: N.T.S. 2" EXTERNAL INSULATION ' W/ VINYL FACE :,_� RETURN AIR TRUNK DUCT (REF. PLAN FOR SIZE) RIGID DUCT CONN-, REFER TO FLOOR PLAN FOR 51ZES CEILING PANEL RETURN GRILLE a RETURN AIR GRILLE DETAIL ROOF TOP UNIT SCHEDULE MARK Rl 2 3 TOTAL CFM 3700 3700 3700 OUTSIDE AIR CFM 1000 1000 800 L EXT. STATIC PRES. (IN W.C.) 1.0 1.0 1.0 HORSEPOWER 3.0 3.0 3.0 DB 'F 80.9 80.9 80.9 ENTERING AIR WB T 68.2 68.2 68.2 NOMINAL TONS 10 10 10 c, TOTAL CAPACITY (MBH) 110.8 110.8 110.8 AMBIENT TEMPERATURE 'F 100 100 100 HEATING DATA INPUT 150 150 150 (MBH) OUTPUT 121.5 121.5 121.5 VOLTS 208 208 208 PHASE 3 3 3 COMPRESSOR RLA 17.3/12.4 17.3/12.4 17.3/12.4 CONDENSER FAN FLA 4.0 4.0 4.0 EXHAUSTER FAN RA 0.42 0.42 0.42 MCA 48.6 48.6 48.6 MOCP (FUSE OR HACR BRKR) 60 60 60 E.E.R. 11.2 11.2 11.2 MANUFACTURER & MODEL No.I TRANE YHC120A3 YHC120A3 YHC120A3 LOCATION ROOF ROOF ROOF UNIT WEIGHT (LBS.) 1225 1225 1225 NOTES 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 NOTE/ACCESSORY DESIGNATION: I. 14" PREFABRICATED TAPERED ROOF CURB 2. PROVIDE WITH ENTNALPY CONTROLLED ECONOMIZER 3. PROVIDE DISCONNECT WITH UNIT - FACTORY INSTALLED. AND PROVIDE 115V RECEPTACLE WITH UNIT (UNPOWERED) 4. ANTI -SHORT CYCLING CONTROLS ON COMPRESSORS AND NIGH # LOW PRESSURE SWITCHES ON REFRIGERANT SYSTEMS DUCTWORK LEGEND SINGLE LINE DESCRIPTION DOUBLO LINE SINGLE LINE DESCRIPTION DOUBLE LINE q0' ELBOW DOWN SPLIE) WIT14 BRANCH TAKE -OFF WITH SQUARE ELBOW # SPLITTER DAMPER -m 90' ELBOW UP SPLIT BRANCH TAKE -OFF WITH RADIUS ELBOW 4 SPLITTER DAMPER OFFSET TO (AT EELEVA8LE (ARTOW 81APEN5 DN.) BRANCH TAKE -OFF WITH RADIUS WEEL4 DAMPER ROUND RADIUS ELBOW BRANCH TAKE -OFF WITH AIR EXTRACTOR 45' ELBOW TEE WITH SPLITTER 90' STRAIGHT ELBOW LINED DUCTWORK a10' CONICAL TEE SQUARE NECK CLG. DIFFUSER UNLLEESYS INDICATED 07NERRWWISE 45' BRANCH > -® ROUND NECK CLG, DIFFUSER UNL INDICATED OTNER'RWWISE UNLESS 45' CONICAL TEE s SIDEWALL SUPPLY GRILLE ON REGISTER WITH AIR EXTRACTOR -►- SIZE TRANSITION ® ® SUPPLY DUCT RISER -�- SHAPE TRANSITION E=M= ® RETURN EXHAUST OR OUTSIDE AIR DUCT RISER -IIIIIII ROUND FLEXIBLE DUCT ® CEILING RETURN AIR GRILLE OR REGISTER -� 90' ELBOW DOWN rm I DOOR GRILLE. I -� 90' ELBOW UP t= + VOLUME DAMPER]a } OFFSET TO (CWANGE EPOSSABLE ARAROW51 PEES DN.} �T`� FIRE DAMPER RECTANGULAR RADIUS ELBOW 4 MOTORIZED DAMPER 11� RECTANGULAR ELBOW WITH TURNING VANES SMOKE DAMPER O THERMOSTAT O ® SENSOR O O 14UMIDISTAT O ® SMOKE DETECTOR ALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS JOB RADIANT HEATER MARK DESCRIPTION RN SUNPAK MODEL 12001-4 S.S. RADIANT GAS HEATER; 25 MBW INPUT 1 PROVIDE WITH 12006-4 MOUNTING KIT AND REMOTE THERMOSTAT FOR A COMPLETE INSTALLATION AS RECOMMENDED BY MANUFACTURER. AIR BALANCE SCHEDULE KITCHEN A/C SYSTEM KITCHEN HOODS GEN. EXH. DESCRIPTION SERVES SUPPLY AIR OUTSIDE AIR RETURN AIR EXHAUST MAKE-UP EXHAUST CFM CFM CFM CFM CFM CFM RTU-3 KITCHEN 4000 800 4200 KEF-I PIZZA OVEN 800 KEF-2 PIZZA OVEN 600 KEF-2 D151VELECT RM. 600 TOTALS MAKE-UP: EXHAUST: BALANCE RESULTS: DESCRIPTION SERVES RTU-1 DINING RTU-2 DINING EF-1 TOTALS MAKE-UP: EXHAUST: BALANCE RESULTS: BALANCE RESULTS: A/C UNITS OUTSIDE AIR INTAKE BOO FAN MAKE-UP 0 HOOD EXHAUST 2000 GENERAL EXHAUST 0 NEGATIVE 1200 DINING A/C SYSTEM KITCHEN HOODS GEN. EXH. SUPPLY AIR OUTSIDE AIR RETURN AIR EXHAUST MAKE-UP EXHAUST CFM CFM CFM CFM CFM CFM 3700 1000 3000 4000 1000 3000 M N u7 n a W � NN 0:J LLB N J �o L.IJ (, M T- W Ld C-4 o _ W CO > rn U N L1J Q W_ N g O 2000 0 0 300 A/C UNITS OUTSIDE AIR INTAKE 2000 FAN MAKE-UP 0 WOOD EXHAUST 0 GENERAL EXHAUST 300 POSITIVE 1700 BUILDING SUMMARY DINING POSITIVE 1700 V I KITCHEN NEGATIVE 1200 cn Q TOTAL =_> POSITIVE 500 ( , I X AIR DISTRIBUTION DEVICES MARK DESCRIPTION SIZE (WxH) O.D.B. FINISH MFR./MODEL NOTES A CEILING S/A DIFFUSER 24X24 YES WHITE TITUS TMS - B CEILING S/A DIFFUSER 12X12 YES WHITE TITUS TDC 11213 C SIDEWALL S/A REGISTER SEE PLAN YES WHITE TITUS 30ORS 3 D EXHAUST AIR GRILLE (ALUMINUM) 24X24 NO WHITE TITUS 50F - E EXHAUST GRILLE - ALUM. SEE PLAN NO WHITE TITUS BF 113 F SIDEWALL R/A GRILLE SEE PLAN NO WHITE TITUS 350RL 3 G RETURN AIR GRILLE 24X24 NO WHITE TITUS 50F - 14 RETURN AIR GRILLE 12X24 NO WHITE TITUS 50F - ICE NOTES.. 1. PROVIDE GYP BOARD FRAME AT ALL GYP CEILINGS. 2, PROVIDE O.D..B. AT GYP CEILINGS. 3. COLOR BY ARCHITECT. 4. PROVIDE WITHOUT CORE DEFLECTOR. FAN SCHEDULE MARK KEF-1 KEF-2 KEF-3 TEF-1 FF-1 TYPE ROOF ROOF ROOF ROOF WALL MNT. SERVICE PIZZA PIZZA DISH AREA/ PUBLIC KITCHEN OVEN OVEN ELECT. RM. TOILETS DOOR CFM VARIES VARIES 300 300 - E.S.P. (IN W.C,) - - 0.26" 0.25" - DRIVE DIRECT DIRECT DIRECT DIRECT DIRECT HORSEPOWER 1.4 A 2.9 A 1/20 1/20 1/2 VOLT5/PHASE 120/1 120/1 115/1 115/1 115/1 id MOTOR STARTER - - X-LINE X-LINE - MODEL EXHAUSTO EXHAUSTO COOK COOK MARS GSV-012 GSV-014 70CI5DM 70CI5DM 36 WEIGHT 100 100 80 80 65 NOTES 117 117 112,316 112,316 114 FAN NOTES: 1. PROVIDE WITH NON -FUSED DISCONNECT SWITCH TO BE PROVIDED WITH FAN, 2, PROVIDED WITH ROOF CURB. 3, PROVIDE WITH BACKDRAFT DAMPER. 4 • PROV i DE FAN WITH DOOR SWITCH CONTROLLER. INSTALLED BY ELECTRICAL CONTRACTOR. S. CONTROLED WITH TIMECLOCK PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 6. PROVIDE WITH PILOT LIGHT MOTOR RATED SWITCH INSTALLED BY E.C. MOUNT SWITCH NEAR DISHMACHINE. 7. PROVIDE FAN WITH COMPLETE AUTO -ENGAGE CONTROLS, PROVING SAFTEY SWITCH AND C14IMENY STACK ADAPTER. EXHAUSTO 15 DISTRIBUTED BY J.D. HIGGINS COMPANY CONTACT MR. GLENN HARVEY AT 1-800-772-5452 OR 517-265-1010 FOR ORDERING COMPLETE PACKAGE. Z 1b-07 THE SEAL RING ON T14I5 DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 64327 ON FEBRUARY 16, 2007 Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 12W. 3. Lock Highway Tel (214) 350-6497 Suite 1203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON FEBRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 4 r y y y n F- W W 0 z � w W n � Q CD JOB NO.0619 REVISIONS NO, DATE DESCRIPTION D A T 02-16-2007 5HEET C4 4" BRASS DISCH•ORGE 4" CONT. ON 4" CONT. ON 41' BRA-' iiS DI H E 4' CONT. ON REFER TO SITE PLAN P% .1 SITE PLAN SITE PLAN 0 G. SITE PLAN NOZZLE AT 12" F,G NOZZLE AT I F. SWEET MEPI FOR CONT. X fill ry 411 111 m 1, 411 _­ I - -- --- - i 1. 1 \1 / TWO -WAY -CO Lw C, 411 411 40 -0 411 (2J (3 �4 I A�74AKII Ld LLj 0 ilk 411 4" 0 311 CO D . k ---' 00 0) HALL R.D.REFER TO SITE PLAN 411 R. SWEif MEPI FOR CONT. REFER TO SITE PLAN � IOFFICE v- L_=Q 04 TWO -WAY -Co SWEET MEPI FOR CONT. 2" Cw RISER F T Q FIR RISER RISER TO MEN DOMESTIC BOOSTER SYSTEM IE - 4.50' BFF �� \' �. BE WZEO BY FIRE 30 PVC EXH AND AIR 4" V ON PRIdTECTION CONTRAGTr Q to KITCHEN' ►INTAKE UP THROUGH ROOF VL.�p WITH T II _ P PRIMER LOW PRESSURE GAS METER Ln 211 V RATED AT 11104 CFW--",\ RE CED PRESSURE FIRE DEPARTMENT CONNECTION L_ BA KFLOW PREVENTER IE 4.60' BFF P CITY STANDARD" SERVICE LO 20 F70) Ii - II IIrv. ON 7 \WXA�TNI Cal r 01 PART FLOOR PLAN STORM DRAINAGE 20 I - ' 08 �-' �- 1/4"COND. DRAIN �z M- HA SCALE: 1/4"= V-0" E q INSIDE WALL 20NICAL V ON I '\TO MOP SINK HgLy ON 10, 3' ID 11IT14 2" V ON 0 15N C"F F [CE 4 TRAP PRIMER 21 04 0-,-V, ON >r 40 w 31 SS FIREWOO I P-p- _% I 4" QW 7-- A-�F, t C4 MEN QW It v V jE!4� 7 STORAGE 21' ON 7" 1 COND PLUMBING LEGEND r D 1)) _D _0 KITCH Tr. I 01. 1/211 C.W., EL. 1411 A.F.F., 5.T.C, ON SINK FAUCET. >1 08 >1 IN 31, SS Tj 02. 1/211 W.W., EL. 1411 A.F.F., B.T.C. ON SINK FAUCET. 08 .W 03. 1/211 C.W., EL. 2011 A.F.F., B.T.C. ON HAND SINK FAUCET. 311 -, i V - � 2' V ON 46 - 04. 1 1/21' WASTE, EL. 16" A.F.F., B.T.C. ON HAND SINK DRAIN. v L I I 01 V ON D WITM MIMER 05. 1/2" H.W., EL. 200 A.F.F., B.T.C. ON HAND SINK FAUCET. 11 if "T 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM POT SINK UNIT. 19�2. -.- CO Cn 07. AFhOODRU SINK I I - . - - . - DRAW -47 U� SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, I I p ROOF < F_ INC MP SINK. I I. -I j..__1 - - FCO 08. FLOOR DRAIN, SET 1/211 B.F.F., FOR GENERAL USE. L LJ Ej. 09. 31411 140 DEGREE 14.W., EL. 14" A.F.F., B.T.C. ON DISHWASHER. n 10. 1/2" H.W.1 EL. 1611 A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. To MOUNT SPRAY 2" V ON RINSE UNIT), Fil 3" VTR 11. 1/21' C.W., EL. 1611 A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 08 TR-I LJ 12. 1/21' 14 W EL 1611 A.F.F., B.T.C. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN DISPLA' 0 24 ING - TABLE 9PGE.�P. L ... .. ..... 13. 2" OPEN -SITE HUB DRAIN, S.U. 20 A F F (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER > BLOWER COIL. (SEE DETAIL THIS S46ff ivi L j 14. NAT. GAS, 220,000 5.T.U., 3141 N.P.T. CONN., D.F.A., TO 2411 A.F.F., B.T.C. ON PIZZA OVEN. 15, 101 I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. ........ . .. 16. 411 HUB DRAIN EL. qIl B.F.F., (TRAP B.F.F.) SET FLOOR TROUGH AND CONNECT To TROUGH DRAIN >1 FITTING, (SF9 DETAIL THIS SWEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN. I ilia 0 I - i it ry ..... . .... ..... . CD 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 08 08 FCO .. ......... . ........ 4 R 15. 3/411 C.N., EL. 71-011 A.F.F., B.T.C., THROUGH WALL MOUNTED FILTRATION UNIT, ON ICE MAKER TRENCH DRAIN HEAD. I., I i TR-I VALVE. 19. 1/21' C.W., EL. 61-OJI A.F.F., B.T.C. ON SODA SYSTEM CARSONATORS, THROUGH R.P.G. _TTL�-__ 20. FLOOR DRAIN, SET 1/21' B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.F.G. VALVE. _7_1 :m- _5 REFER t10,_,944EET­266' 11 SLAB PLAN FOR DIMEN51CNED SINK. 21, FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. L0CATIC*_-0F_-.VRA1N&:-.�- P. uuuu U Mal 22. 1/2" C.W., EL. 1211 A.F.F., B.T.C. ON SODA SYSTEM WATER DISPIR. r L.i-.T EL. 240 A.F.F., B.T.C. ON COFFEE TEA BREWER. 23. 1/21' C.W. >1 _7 34 24. FLOOR SINK SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, A REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 35 ....... .... .. . . . ...... . ........ 25. NAT. GAS, IBBIOOOB.T.U., 31411 N.F.T. CONN., D.F.A., TO 24" A.F.F., B.T,C. ON PIZZA OVEN. 29 08 R 411 SS FCO 7 Cwv CWv 26. 101 I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 33 27. 21' OPEN -SITE HUB DRAIN, S.U. 21' A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. Ell ILC Ll--JJ 28. 1/21' 14.W.1 S.U. 411 A.F.F., B.T.C. ON DIPPER WELL DRIP FAUCET. L TT H s" V ON 29. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. - - - -- - - - - - - - - - - - ...... . ...... - - ---------- - 30. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD 4 ICE WELL. DINING I ........ ..... TRENCH DRAIN 31. 1/21' W.W., EL. 1011 A.F.F., STU5-CUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. TR-I ............. 41"1 ' r.F.G! T� X t P RE BA K P Li �, X) E 32. 1/2" C.W., EL. 1011 A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 33. 21' OPEN -SITE HUB DRAIN S.U. 21' A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH, 34. FLOOR SINK SET FLUSH WITH FINISHED FLOOR ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, ... ...... BAR TOP 5RAINER PAN, HAND SI K, AND RACC WASHER. JOB NO.O( DIAMETER OF SOIL OR WASTE STACK (inches) 2 -2 21/2 3 3 3 4 4 4 4 5 5 6 6 6 6 35. 1/2" 140 DEGREE H.W,j EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. ........ .36. 1/2" C.W., S.U. 4" A.F.F., B.T.G. ON HAND SINK FAUCET.I, ; I I I j `` + ' f ;'::"';:' "'ry'" j REVISIONS 37. 1/211 N.W., S.U. 4" A.F.F. B.T.C. ON HAND SINK FAUCET. S.U. 21 A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD 4 ICE 51N. 3b. 2' OPEN -SITE HUB DRAIN, if1 i i i NO. DATE DE5GRIPTIC 01 - - - - - - - - - - - - - - - - - . . ... ........ ...... ... ... ... ... .. ... ... - .. .... ... .. .. TABLE 916.1 .......... SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS TOTAL FIXTURE J UNITS IC BEING MAXIMUM DEVELOPED LENGTH OF VENT (feet)" ADA/TAS PLUMBING FIXTURES VENTED DIAMETER OF VENT (inches) CONTRACTOR SHALL VERIFY ADNTAS PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS WITH FINAL ARCHITECTURAL (dfu) DINING . ...... 11/4 11/2 2 2'12 3 4 6 6 a 10 12 CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ADNTAS APPROVED PLUMBING 2 30 FIXTURES SHOWN ON THE FINAL ARCHITECTURAL CONSTRUCTION 50 150 ... ...... ... .. ... ..... . . 'T . . ..... .......... . . 4�> 8 CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNT HEIGHTS AND SPECIAL MOUNTING INSTRUCTION '10 30 1,00 AND LIMITATIONS. 12 30 75 200 ENTRY 20 26 5() 150 CONTRACTOR SHALL INSTALL ADArrAS APPROVED PLUMBING FIXTURES TO COMPLY THE LATEST VERSIONS OF THE ADA AND HI 42 30 100 300 TEXAS ACCESSIBILITY STANDARDS CODES.ii i I ,I I10 42 150 360 1,040 - - - - - -� � 1 �f - _ __ � I I I I I I, r�- � I 1 I I I � I _ � _i - - -_ __ - - � _ +�`_` 21 32 110 270 810 TEXAS ENERGY CODE COMPLIANCE OF 53 27 94 230 680 ..... CONTRACTOR SHALL PROVIDE HEAT TRAPS ON VERTICAL PIPE RISERS TO WATER HEATER STORAGE TANKS SERVING NOW 102 25 86 210 620 RECIRCULATING HOT WATER SYSTEM. INSTALL HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING. HEAT TRAPS SHALL BE - - - - --- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - --- - - - - - 4.3 35 85 250 980 INSTALLED AS CLOSE AS PRACTICAL TO THE STORAG ............................... 0 140 27 6.5 2W . 750 knj!. OKUDA CONTRACTOR SHALL PROVIDE AUTOMATIC TIME SWITCH ON DOMESTIC HOT WATER RECIRCULATION PUMP. AUTOMATIC TIME 320 2.3 .55 170 640 SWITCH SHALL BE SET TO SWITCH OFF THE RECIRCULATION SYSTEM DURING EXTENDED PERIODS WHEN HOT WATER IS NOT ICE 540 21 50 IM) 580 REQUIRED. 190 28 82 3 N 990 A 02-116-2007 490 CONTRACTOR SHALL INSULATE HOT WATER PIPING SMALLER THAN I 1/2"WITH 112- INSULATION, AND HOT WATER PIPING 11/2' .141-0 DATE 21 63 250 760 T14E SEAL RING ON T141S 940 18 53 210 670 AND LARGER WITH I' THICK INSULATION. DOCUMENT WAS AUTWMIZED BY SHEET 1.400 16 49 190 590. SWUJI OKUDA, P.E. 64327 ON CONTRACTOR SHALL PROVIDE A THERMOSTATIC MIXING VALVE ON THE HOT WATER SUPPLY PIPE SERVING PUBLIC RESTROOM FEBRUARY 16, 2007 500 33 130 400 I'am) LAVATORIES. THERMOSTATIC MIXING VALVE SHALL BE SET FOR A MAXIMUM TEMPERATURE OF 110 DEGREES. 1,100 26 1W 310 780 - EACH RESTROOM SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE SIMILAR TO ARMSTRONG RADA 215 01 FLOOR PLAN WASTE A N D VENT 13 '7,(m) 22 84 260 660 SCALE: 1/4"= l'-O" 2,900 20 77 -240 (m N 1.8Q) 31 95 240 940 P 1 ����� 3,'4(X) 24 73 190 720 A S S 0 C I A T I S I Engineering Consultants W. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMUTING AND CONSTRUCTION2351 I Suits 12Northwest Highway Tel (214) 350-648703, Look Box 30 fax (214) 350-6497 1UNDER THE AUrHORITY OF SHOJI OKUDA P.E. #54327 ON FEBRUARY 16, 2007 1 Dallas, Texas 75220 SAI Job No 06062 PLUMBING LEGEND 01. 1/2" C.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2" N.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W., EL. 20" A.F.F., B.T.C. ON NAND SINK FAUCET. 04. 1 1/2" WASTE, EL. 16" A.F.F., B.T.C. ON NAND SINK DRAIN. 05. 1/2" N.W., EL. 20" A.F.F., B.T.C. ON NAND SINK FAUCET, 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM POT SINK UNIT. 07. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, AND DUMP SINK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. Oq. 3/4" 140 DEGREE N.W., EL. 14" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" N.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT), 11. 1/2" C.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 12 1/2" N.W., EL. 16" A.F.F., B.T.G. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN TABLE SPLASH. 13. 2" OPEN -SITE NUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL T14I5 SHEET). 14. NAT. GAS, 220,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.G. ON PIZZA OVEN. 15. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 16. 4" NUB DRAIN, EL. q" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL THIS SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN, 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 18. 3/4" C.W., EL. 7'-0" A.F.F., B.T.C,, THROUGH WALL MOUNTED FILTRATION UNIT, ON ICE MAKER HEAD. 19. 1/2" C.W,, EL. 0-0" A.F.F., B.T.C. ON SODA SYSTEM CAR50NATORS THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/2" B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.P.G. VALVE. 21. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22. 1/2" G.W., EL. 12" A.F.F., B.T.C. ON SODA SYSTEM WATER DI5P'R. 23. 1/2" C.W., EL. 24" A.F.F., B.T.C. ON COFFEE 4 TEA BREWER. 24. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT. GAW,000 B.T.U,, 3/4" N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.C. ON PIZZA OVEN, 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2" N.W., S.U. 4" A.F.F., B.T.C. ON DIPPER WELL DRIP FAUCET. 2q. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. 30. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD 4 ICE WELL. 31. 1/2" N.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON NAND SINK FAUCET. 32. 1/2" C.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.G. ON HAND SINK FAUCET. 33. 2" OPEN -SITE NUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, BAR TOP DRAINER PAN, HAND SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE H.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. 36. 1/2" C.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 37. 1/2" H.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 38. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD 4 ICE BIN, TEXAS ENERGY CODE COMPLIANCE CONTRACTOR SHALL PROVIDE HEAT TRAPS ON VERTICAL PIPE RISERS TO WATER HEATER STORAGE TANKS SERVING NON - RECIRCULATING HOT WATER SYSTEM. INSTALL HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING. HEAT TRAPS SHALL BE INSTALLED AS CLOSE AS PRACTICAL TO THE STORAG CONTRACTOR SHALL PROVIDE AUTOMATIC TIME SWITCH ON DOMESTIC HOT WATER RECIRCULATION PUMP. AUTOMATIC TIME SWITCH SHALL BE SET TO SWITCH OFF THE RECIRCULATION SYSTEM DURING EXTENDED PERIODS WHEN HOT WATER IS NOT REQUIRED. CONTRACTOR SHALL INSULATE HOT WATER PIPING SMALLER THAN 1 1/2"WITH 1/2" INSULATION, AND HOT WATER PIPING 1 1/2' AND LARGER WITH 1" THICK INSULATION. CONTRACTOR SHALL PROVIDE A THERMOSTATIC MIXING VALVE ON THE HOT WATER SUPPLY PIPE SERVING PUBLIC RESTR00 M LAVATORIES. THERMOSTATIC MIXING VALVE SHALL BE SET FOR A MAXIMUM TEMPERATURE OF 110 DEGREES, EACH RESTROOM SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE SIMILAR TO ARMSTRONG RADA 215 FIRE PROTECTION (ENTIRE BUILDING) CONTRACTOR SHALL PROVIDE A COMPLETE WET TYPE FIRE PROTECTION SYSTEM FOR The cis I Inc BUILDING CONTRACTOR SHALL SUBMIT FIRE SPRINKLER DRAWINGS AND INFORMATION TO STATE AND LOCAL AUTHORITIES AND RECEIVE APPROVAL PRIOR TO SUBMITTING TO ARCHITECT/ ENGINEER AND SYSTEM INSTALLATION FIRE SPRINKLER SYSTEM SHALL COMPLY WITH STATE BOARD OF INSURANCE, NFPA STANDARDS AND LOCAL FIRE CHIEF OR FIRE MARSHAL REGARDING DESIGN, MATERIALS AND INSTALLATION, REFER TO MECHANICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE FOR ADDITIONAL REQUIREMENTS REQUIRED BY OWNER'S INSURANCE CARRIER AND INFORMATION REGARDING REQUIREMENTS. CONTRACTOR SHALL CONTACT ARCHITECT FOR INFORMATION REGARDING OWNER'S REPRESENTATIVE. ADA/TAS PLUMBING FIXTURES CONTRACTOR SHALL VERIFY ADA/TAS PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS WITH FINAL ARCHITECTURAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ADA/TAS APPROVED PLUMBING FIXTURES SHOWN ON THE FINAL ARCHITECTURAL CONSTRUCTION CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNT HEIGHTS AND SPECIAL MOUNTING INSTRUCTION AND LIMITATIONS. CONTRACTOR SHALL INSTALL ADAITAS APPROVED PLUMBING FIXTURES TO COMPLY THE LATEST VERSIONS OF THE ADA AND TEXAS ACCESSIBILITY STANDARDS CODES. SPECIAL NOTE EACH LAVATORY AND HAND SINK SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE TO LIMIT FAUCET WATER TEMPERATURE TO I10 DEGREES THERMOSTATIC MIXING VALVE SHALL BE SIMILAR TO ARMSTRONG RADA MODEL NUMBER 215. GAS SERVICE BY GAS COMPANY DOMESTIC BOOSTER SYSTEM 6" FIRE SERVICE PAID FOR BY CONTRACTOR REFER TO MEP-1 PLAN THERMOSTATIC MIXING VALE (MV-1) FOR CONTINUATION n Y CP_I .. ► ` 1 1/2 GAS UP. TO ROOF 2" C,w S III CHECK VALVE (TYPICAL) 1 FIRE ISER TO 3" PVC EXH AND AIR BE SI ED BY FIRE INTAKE UP THROUGH ROOF i,l PROT , CTION CONTRACT DRf 1' 2 1/2" GAS UP TO ROOF -\ LOW PRESSURE GAS METER 3" FP WITH _` I 2" CPI RISER I n RATED AT 11254 CFH _ TRAP PRIMER • NFWN AT 18 REDUCED PRESSURE ABOVE RAMP FIRE DEPARTMENT CONNECTION -- Y 2" CW DN BACKFLOW PREVENTER I CONTRACTOR SHALL DROP WATER LINE SERVIN ITCHEI I 1/2" HW DN PER -ITY STANDARDS EQUIPMENT DN WALL AWAY FROM ELEC ICAL P NELS, T J 1/21 CW DN GASROUTE GAS PIPE _ / nwFa . ( I �-� UNION 7YP UP IN WALL All 1/2" GAS - - - _ _OUT-AI50VE--EEILING-_ -- - - --- y __ ��\ _ ___ �,c- �_ ___ ___ . __ ���_ `__. -._ __. ___ ___ __. �_ __ -_ i ___ . ___ __ _ ` _ __ _ �_ -j �p - - -_ . _,._-� A Imo.,, , .%�'•� I,il []�' DIMMER PANEL 'D' i ,..: ..... -., - _ ...._ . _ •..:.,, z/ (4 m ---- �1 - __ -- 1/2' GAS - _ ✓ __ _ IitiDN 246b _'�1HW DJ �j �- --- -- - i . , Y � -------------- 1/2" CW DN--"' " NW DN \ 01 3/4" GIN DN 1 � �-' RACTOR SHALL DROP WATER LINES SERVI -_ RN RH _ -'w a KITC N EQUIPMENT DN WALL BETWEEN RICAL� J 1 I -� : 4" CW ON J • _ ``- - i i _ PA S, TO ROUGH -IN LOCATION. •1/;>�1 CW DN Di - �- -+ r-i _' g 1/2" GAS DN FAN W/WATER MISTER 1/2" CW DN--` I ��X CW k� �-'��.�.-r--- i 1 III'_i&LLDN --� -1/2" aW DN " . p 1/2" I -�•-- 1/2 CW DN 01 1" Hw DN _-� ' 05 ' _ ,r - 2" Hw DN N 3/4" cw FI f� EW0 0 D i 02 - 9 g • HW /�F'"-FII 1 GA5 03 I I r ' 1" DN 3" FD WITH N (03 3/4" RECIRC -- \ - `-' _ 1 1/2N CV' --TO RAG E I/2" GAS DN _12..I n TRAP PRIME11 1/2" HW DN • • "• 6/4• Hw 1 , - -7 *' - - m,, 1" HW - -// 1 1/2" •C.W I C H J_ �� I 2" CW �' , I. I i ' ` ITH y �1/20GAS , - I l/ 1 • = _ N u I M - PP DN i . I I ER ,, .... - Y ..w.,...-...__. .....,_. ,.. II 18 / G ,,F _ �. •� 11; �112"_ CH DN w II - w �„.. / -i I WON," AS - -- . +, I , , .� 11•� 4 I , G G TO TRAP PRIMER I oB-- 'CLINE UP THROUGI- ' • I 1/2 HW {� CW DNN { I 2 GAS I I It.��ROOF`(TYPICAL,II I" CW DIN \ -- ----- - --- - 1" GAS -J 10 °,• 1" HW DN 1 1/2' GAS J 1/2" HW DN ( r �,• , r' i " FAN W/WATER MISTER 11/4 GAS • 1/2" CW DN 1 " 1/2 GAS ON Q• •+ i ����, /2" 'SAS: _..._........- _. _..... ___....,_..v; ` __..,..__ ............ `=;':... -.__- ..-..._ . I 1 1/2" HW D I S P LA COOKING - _ , ;... - _ .....-... ' ------�f •� 36 37 f/ �l �\--------- RH •• r I I I I' I n/I I h I I I I GAS I�'IPE OP THRU ROOF i r •• • I I I 1' I I v l I h I I 1 I FLA. PER RCk! A 1 1 ,:-- I DN - I _!_Hh1 • _ i - _ ��a=s � _ a- O-ss=-�=a_ � I � 1 ! �l_...._,.. r:{' ( � J3/4" 1Cx�,� - RUN UNDER s .--------------� ; ..._.,_..,,..�, j TRELLIS,'FRAMING i I „ I 4_ I f+ _ 3 • 1 i it 3/�" CW 1. , - I u Al ------- I{ I `Q t , m • �a 3/4" CW DiJ: II/ ` I I .................... 1 1/4" GAS UP THROUGH ROOF n NFWN AT 18 AFG . I - ---------- --- - -- - �11 I 1 t I I _ _ `--- I _ r. I I ; II N ,• 1/2 A5 DN x 1�- G .--- I �- __-� I---- � - -.._, ° i j +I ,� � .ems». �•`:- .._,. _.��------_ __....._._, ..-... .... _,... ,L..� AS I U U DO i li l I _,........................... �........ ,.._.... i _ ,. G PPE P THR ROOF _ ._r FLASH PER ARCH. DETAILS _ -- (' III� l )l K !'.,...._........,_,..._,..._,.......,_,,... { t r...._..,......,.,....._.,................... tip, R r �.. I" NW 28 o u 1 �o i ,...� _ .....__.......__ ,..........:....,., I .,.� � T t I I I 11 FAN W/ VA • ER II I i -�-�-- - I:::;:.::..:� Ilj `" ''� i �'' I V/ II �I I 11 / • • I (1 i 1,, i ......,._,....... _..,.....,,_......,._... - 1'~ ,. M TE r' y'` y I1 -.L� t -- - --• _, �L----- 1/21 CW 35 i� I PATI 0 1 1/4" HW BAR ._......... _.._...._ .. I I . ii� i�i; I-17 ;• J :...... .... ...,DFF 1 - I I \ '- ' i- / / ,/' i+14 i { .�.., .,..�,, .�J..N,....%+'AS•r",t ,�,`i f' ,` .\ `Y}�� t.,4.- {;'fI �,��. - -- - - - - - - - - ' • - - - -... • • - _ - -- �_ / ,,.� i { l I f 1/2" GA5 'DI z l.,.S........................................:1.., , I 1 DINING 1 I , i I ,. { ; NOTE � ; - <�-=�:----- .. ,,.._.._...,,.. I.:..-..- ` ' 1 1 11 I I � s , ii it 11 i........... ..._......................,....._ '�*..�--:.' •• ;::.,j� CONTRACTOR SH LL INSTALL OWNER FURNISHED WATE 32 MISTER SYSTEM FROM MISTER PUMP LOCATED IN { ••.. , f 1 1 31 MECHANICAL ROOM TO EACH MISTER FAN ON PATIO. I { I ( _ I( I ( CONTRACTOR SH LL INSTALL ALL FITTINGS, PIPING AN EQUIPMENT ASSO IATED WITH OWNER SUPPLIED MISTEF. CE = - SYSTEM. CONTR CTOR SHALL PROV E ALL NECESSARY { _.... FINGS"...E NOT PROV:; ED BY OWNER TO VAtV TC i MAK A CO� PLETE,;FULL'Y OPERATIO AL MISTER SYSTEM. -- -- -- - �: �f�. ! GAS ' i 1 � I '. 7 i I ( I I j i- ;�y may'• j {'j '1 ''• � ' - • ..... i J \ 0 _........... ........ ..........._..._- ,� �, ; i i.._. I { I I I _FAN W/WATER MISTER 1 i i ! _-._ . - _._ p &H- GAS PIPING ON ROOF UNLESS OTHERWISE NOTED GAS PIPING SHALL BE INSTALLED ON ROOF CONTRACTOR SHALL PROVIDE ROOF PIPE SUPPORT ON 10'-0" CENTERS, EACH CHANGE IN DIRECTION, EACH ROOF TOP UNIT AND EACH ROOF PENETRATION. REFER TO GAS PIPE SUPPORT DETAIL FOR MORE INFORMATION. CONTRACTOR SHALL PROVIDE OFFSETS AND/OR LOOPS FOR PIPE EXPANSION AND CONTRACTION GAS SERVICE NOTE CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY REPRESENTATIVE TO COORDINATE AND PAY FOR GAS SERVICE AND METER INSTALLATION. CONTRACTOR SHALL PAY ALL FEES, PERMITS AND CHARGES ASSOCIATED WITH THE INSTALLATION OF BOTH THE GAS SERVICE AND METER. - _J -. . - . . *- - I I I I I I I I *O�01 FLOOR PLAN - WATER AND GAS I WAITI I _ CG P•tE OF 01 01 '•• *� SHOJI OKUDA ............................. �o 54327 (,tlb EN ?i TIME SEAL APPEARING ON T14I5 DOCUMENT WAS AUTHORIZED BY SWW1 OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 ry W W W i W Z 0 V) U W i'- U Q (� Q W X W W 0 z U� w W n � Q L� ry CD JOS NO.O(olq V! g �o M O O `- N O � 1 W 00 2t O) o � N av W g an REVISIONS NO. DATE DESCRIPTIC DATE 02-16-2007 SHEET .Sys�i�rs Engineering Consultants 2 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERmrmNG AND CONSTRUCTION 2351 Suite 1Northwest Highway Tel (214) 350-6403, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON FORUM 16, 2007 Dallas, Texas 75220 SAI Job No 06062 P 2 18" x 18' x 4' CONCRETE CLEANOUT BOX COLLAR. DELETE WHEN CLEANOUT IS IN SLAB CLEANOUT FINISHED GRADE (=1 I -1= �I I I I_ COMBINATION WYE 4 1/8" BEND FITTINGS CLEANOUT BOX CLEANOUT r- PAVING IV TI _I I TWO WAY CLEANOUT 1/2" WATER MAIN CCONNECT TRAP PRIMERSUPPLY GATE VALVE LINE TO TOP OF WATER MAIN TRAP PRIMER VALVE SUPPLY TUBE WITH AIR GAP FITTING TRAP PRIMER DISTRIBUTION UNIT U UNION (TYPICAL) TO FLOOR DRAINS (TYPICAL) 1/4" TYPE "K" SOFT COPPER WATER TUBE GRADE �J \/1\ � ............. . . b d 6 q 1 . CAST IRON FRAME AND COVER GRADE REVERSIBLE CONFIGURATION INLET GRADE A �. ,. °a 6 i •b o 1 n ti CAST IRON FRAME AND COVER SECTRISER ` G RCP PIIPPEL RISER VARIES ° JOINT SEALED w/ 30" 24' ® JOINT SEALED w/ NONS14RINK GROUT NONS14RINK GROUT V .P 4' SCW 40 PVC ' SLEEVE (TYP) 1 V., 4 � � a v INLET O OUTLET OUTLET d FLOW N Bo" To SEWER 111 jjj 1a PLAN VIEW L • °4� INFO INTERCEPTOR + OUTLET`.-.' Flow a • n . . b,. ^• -�— CONCRETE BASE u d.' SAMPLE WELL BASIN r`�•��•' °.•. ,. <� .. -..�P. •a�(oPTIONAL) FRONT VIEW SIDE VIEW PARK NOTES 64UIPMENT CoANY SPECIFICATIONS I. SAMPLING WELL MUST BE INSTALLED UNDER A SEPARATE PLUMBING PERMIT. CONCRETE = Class 1 concrete with of design strength of 2. USE 16' TiGe R.C.P. FOR INSTALLATION FOR INSTALLATION 0-0" DEEP AND LESS. 4500 PSI at 28 days. Unit is of monolithic construction at floor and first stage of wall 3. USE 24" T*G R.C.P. FOR INSTALLATION GREATER THAN 6'-0" DEEP. (STD RING with sectional riser to reMilred depth. AND M.H. COVER REQUIRED) 4. SAMPLING WELL MUST BE SET IN A CIRCULAR OR SQUARE CONCRETE PAD ( 1'-0' G.I. CASTINGS: Cast iron frames and grates are manufactured GREATER THAN OUTSIDE DIAMETER OF PIPE.) of grey cast Iran conforming to ASTM A48-76 Class 30, Heavy -Duty AAS14TO W-20 S. INSIDE INSTALLATION NOT PERMITTED, WHERE OUTSIDE INSTALLATION IS POSSIBLE. 6. INSTALLATION INSIDE BLDG MUST BE POURED IN PLACE (150MIN) NO CONCRETE PIPE IS PERMITTED, (AIR -TIGHT COVER REQUIRED.) 7. LAWN INSTALLATION MUST BE 4" ABOVE FINISHED GRADE. 8. DRIVE 4 SIDEWALK INSTALLATION MUST BE BROUGHT TO FINISHED GRADE SAMPLING WELL DETAIL 9. TO BE INSTALLED ON PRIVATE PROPERTY, IN AN ACCESSIBLE LOCATION TO CITY 0� SCALE: N.T.S. PERSONNEL. SANITARY OR VENT STACK STAINLESS STEEL COVER PLATE FINISHED WALL -- i . CLEANOUT FITTING - �� — COVER PLATE ADJ. SCREW Ic U.:1r 1i u , a a = FINISHED WALL C WALL CLEANOUT DETAIL GAS LINE BALL �% VALVE WALL— QUICK DISCONNECT SUPER SAFE GAS CONNECTOR FLEXIBLE HOSE KITCHEN GAS APPLIANCE V FINISHED FLOOR RESTRAINING CABLE-/ O6 TRAP PRIMER CONNECTION DETAIL 07 KITCHEN EQUIPMENT GAS CONNECTION DETAIL HANGER ROD PIPE WHERE REQ'D. a Ca M N to Q r NAMEPLATE INDICATIkG: W I- MFG: PARK EQUIP. C J. 800-256-8041 6" PVC DOUBLE CY— g MODEL: GT TEE MANIFOLD W (f) ,j DATE MANUFACTURED o c W (, M TO PUBLIC SEWER SYSTEI' W W N - FROM KITCHEN WASTE > UJI > 0)W > �Ui q0UTL1 f INLETLn PIPINBY OT. 0 � C)) I N GRADE OUTLET FL2 r CAST IRON FRAME COVER (TYP-2) CONCRETE EXTENSION 1 — - 6" VENT SLEEVE LIQUID SURFACE M INLET MONOLITHIC BAFFLE FROM KITCHEN WASTE ,SEWER LINE GREASE TRAP SAMPLE WELL TO SANITARY SEWER Specifications CONCRETE: Class 1 concrete with design strength of 4500 PSI at 28 days. Unit is of monolithic construction at floor, first stage of wall and baffle with sectional riser to required depth. (Monolithic baffle required, slide -in type is not acceptable) REINFORCEMENT: Grade 60 reinforced with steel rebar conforming to ASTM A615 on required centers or eglJal. C.I. CASTINGS: Manhole frames, covers or grates are manufactured of grey cast iron conforming to ASTM A48-76 Class 30. Manhole shall be nominal 24 inch diameter and be traffic duty. 6" PVC DOUBLE TEE MANIFOLD + GALVANIZED RISER SUPPORT (TYPICAL) PRECAST CONCRETE INTERCEPTOR L FLl ddmhu PC N%RF rgRY ENGIN�F�\ MEMBER EPA GREASE TRAP SERIES GT USE 1,500 GALLON CAPACITY GREASE INTERCEPTOR SCHEDULE MODEL CAPACITY GREASE EMPTY LENGTH WIDTH HEIGHT INLET OUTLET NO. USGal .AP. (LBSJIT (1-55) L W H FLl FL2 GT-500 500 11200 71000 7'-10" 4'-4" 4'-6" 3'-3" 3'-0" GT-750 750 4,gO0 10,000 7'-10" 4'-4" 6'-0" 4'-511 4'-211 GT-1000 11000 61600 13,200 8'-8" 5'-0" (6'-0" 4'-911 4'-6" T-1500 11500 10,300 20,000 9'-2" 5'-8" 7'-0" 5'-10" 5'-7" ` GT-2000 21000 15,000 24,000 13'-0" 7'-0" fo'-0" 4'-q" 4'-6" GT-2500 21500 17,500 27,000 13' -0" 7' —0" 7' -0" GT-3000 31000 21,400 30,000 13'-0" 7'-0" 8'-0" (o'-g" (6'-6" GT-3500 31500 24,000 33,000 13' —0" 7' —0" q' -0" 7' -q" 7' -6" GT-4000 4,000 26,400 36,000 13'-0" 7'-0" 10'-0" 8'-q" 8'-6" TEL (713) 937-7602 EPA K FAX (713) 937-4254 EQUIPMENT COMPANY WATS (800) 256-8041 GREASE INTERCEPTOR DETAIL 05 w.� N.T.S. PROVIDE A SECTION OF HIGH COMPRESSION STRENGTH INSULATION STRAINER AT EACH HANGER POINT. INSULATION MAY BE I/4" SHUTOFF COCK HALF ROUND OR FULL ROUND 4 EXTENDED REDUCED TEE (TYPICAL) 2 BEYOND GALV. 5441 ELD EA. WAY. INSULATION WHERE REQ'D. UNISTRUT CHANNEL PIPE GALV. IRON SHEET W I ELD (12" LONG) NOTES 1. ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM THE STEEL STRUCTURE TO THE TOP CORD OF JOISTS OR BEAMS. 2. PROVIDE COPPER OR PLASTIC COATED HANGERS FOR NON -INSULATED COPPER PIPE. (§)8 PIPEgHANGER DETAIL IN -LINE CIRCULATION PUMP PUMP SHALL HAVE ALL BRONZE CONSTRUCTION CHECK VALVE PIPING FROM SYSTEM GATE VALVE 2" DIAL COMPOUND 0-30 HG VACUUM 0-61 PSI PRESSURE UNION TYPE CONNECTION 2" DIAL 041 PSI DISCHARGE GAGE GATE VALVE PIPING TO CW LINE TO WATER HEATER INLET PROVIDE CHECK VALVE UP STREAM OF CONNECTION OF A'��°•' °°'''••:1U��1 OF ** SHUJI OKUDA IN -LINE CIRCULATION PUMP DETAIL •.••54327•.. .• 09 SCALE: N.T.S. ,11�0'•.,<� EN . • '��� ��:� eXb4l THE SEAL RING ON THIS DOCUMENT WAS AUTHORIZED BY NOTE SHUJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 CONTRACTOR SHALL INSTALL AQUASTAT IN RETURN LiNE FOR PUMP CONTROL. • Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W. Northwest Highway Tel (214) 350-6487 Suite 1203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORRY OF SHUJI OKUDA P.E. #W27 ON FEBRUM 16, 2007 Dallas, Texas 75220 SAI Job No 06062 C/) Q W x W W 0 z � w W CL � Q CD JOS NO.O(olq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET P 3 DOMESTIC B0061=H PUMP SCHEDULE Furnish.and.install a TIGERFLOW Series'ES-300D 1' Model DBV-5PC.-A2-S3 .(Duplex)'U,I:./C-U:L. Listed Engineered packaged water Booster System. The systein.•shall.berated for a system flow. of 60 GI?lVI at a system pressure of 60 PSIG including a suction pressure of 18. PSIGI minimum. PUMP(S) &.MOTOR(S) Purnp(s) shall be Paco, Series LC, Cast.iron, bronze fitted, mech& ical'seal.end suction. centrifugal .type each close -coupled to a 3600 RPM, 208 Voltage; 3 Phase, 6014z', high efficiency motor: Pump No.. I shall -be Model 1070-7; 60. GPM @ .109' TDH- .5 HP .' Pump No. 2 shall:b'e Model.107.0-7, : 60.GPM.@ 1,09'.TDH S HP VALVES ' Isolation Valves:, Individual pump suction and discharge valves shall be provided. (I,ug style butterfly, valve(s)• With lever handle(s)):.. . . Control :valves:. Provide a combination'pressure regulating and' non -slam cheek valve on'the discharge of each . . pump. S7alve shall be complete with:fused epoxy coating inside and out, stainless, steel internals; stainless steel braided 'piloting and stainless steel cover bolting. OVER -TEMPERATURE PROTECTION . Each pump .shall be. equipped with. an individual combination type'non-electric temperature probe and purge. . assembly with PRV on purge line. U.L. LIST.ED.POWER AND. CONTROL PANEL Listed, Newa 4, Tiger's Eye Mark H,'Solid State; lower and Control 'Panel,. (*)U1./C=U1. 508 Label'. .(*)Micro Controller:. Flub Main Memory :. .. .. .. , EEPROM Memory. For All. User Setpainfs , Multi.Level'. Security : . •(.*)Panel.Face Mounted, LCD back,lite' 4-L'ine Operator Interface with embossed sealed. '.' membranes 20.Button'Touch Pad' Functions Included: Pressure Sequencing with Read-out in• PSI -Suction and -Discharge Pressure Read=out-in PSI . -Individual Pump Run Indicatioir H-O-A Selectors s ETM'• .. . 410 Suction .Shutdown and TbR . -High System Alarni with.TDR AutoMatic.Altertirni. of Equal'.Sized.Pui�ips . (1) Thru:Door Disconnects) with.Individual Motor:Circuit Protection (2} FVNR magnetic starters with 3-1eg.overload:protectiori (*). 12. Volt U.L./C-U.L.; CE-Approved Switching Power Supply.. Unit Must Have Built=ln 13reaker Bar with, Over bemand Protection,' (*) . 120 Volt'.Fused Control Circuit Transformer. (1). '. Power on Light. (1). Common Aukiliary Alarm Contact (2) Panel, Mounted Stainless, Steel Pressure Transducers [(1) Suction; (1) bischarge] LAG PUMP SEQUENCING Each lag pump shall. lie sequenced by; Pressure sequencing with programmable minimum run tuners and time delay relay). NOTE: Freasure switches in lieu of•pressure transducers will not• be allowed. TANK.LOCATION AND LEAD PUMP• SEQUENCING The Hydro -Pneumatic tank shall be .(adjacent.to. system) with. feed lirie'between lead pumps) PRV(s) and:eheok. vale s Notet Adjacent mountin* requires contractor freld'connection.� HYDRO -PNEUMATIC TANK Provide a Section .VIII, ASME CODE, National Board stamped, Hydro -Pneumatic tank. Tank shall be provided complete With a NSF appioved.replaceable.bladder, bottom connection; air fill. valve', tank .drain Valve and. gauge, Tank shall be:: (Model TF-132, 132 gallon', 125 PSI). FACTORY PREFABRICATION'. '. Provide. each system as'.a complete package system. on a• structural steel mounting frarrie,'.piped, tubed;. mounted and wired.' Unit shall be factory primed Arid paioted with machine grade finish coat:. All. Welding shall be performed by ASME Section 9.certified welders. $ystem shall be Vertical) construction. Suction, and. discharge Headers shall be:. 3".(St4inless, Steel) -grooved system connections. Note:.System manufacturer shall isolate all ferrous from All -non-ferrous materials.. GAS WATER HEATER SCHEDULE DESIGNATION MODEL MANUFACTURER STORAGE RECOVERY TEMPERATURE LEAVING BTU/HR FLUE EFFICIENCY REMARKS/SPECIAL INSTRUCTIONS NUMBER GALLONS RATE RISE WATER INPUT SIZE RATING G.P.H. TEMPERATURE WH-1 TNA251-100 LOCHINVAR 100 294 100 140 250,000 3" 98% CONTRACTOR SHALL INSTALL E)PANSION TANK IF REQUIRED. INSTALL WATER HEATER PER MANUFACTURERS INSTRUCTIONS =:- I-_73 1. CONTRACTOR SHALL PROVIDE DIELECTRIC UNIONS AT WATER HEATER CONNECTIONS. 2. CONTRACTOR SHALL PROVIDE BALL VALVES AT WATER HEATER CONNECTIONS. 3. CONTRACTOR SHALL PROVIDE T&P RELIEF VALVE, DRAIN VALVE AND EMERGENCY OVERFLOW DRAIN PAN FOR WATER HEATER. T & P AND OVERFLOW DRAINS SHALL DISCHARGE OUTSIDE OR INTO NEAREST OPEN SIGHT DRAIN. 4. PROVIDE FLUE AND AIR INTAKE UP THROUGH ROOF AND TERMINATE PER MANUFACTUERS RECOMMENDATIONS. 5. CONTRACTOR SHALL PROVIDE HEAT TRAPS ON HOT AND COLD WATER LINES TO WATER WATER HEATER. 6. CONTRACTOR SHALL PROVIDE E)FANSION TAKE PER MANUFACTURES RECOMMENDATIONS. DOMESTIC HOT WATER CIRCULATOR SCHEDULE DESIGNATION MODEL MANUFACTURER TOTAL IMPELLER & TOAL GPM PUMP ELECTRICAL CHARACTERISTICS REMARKS/SPECIAL INSTRUCTIONS NUMBER HEAD IN VOLUTE WATTAGE H.P. VOLTAGE PHASE FEET MATERIAL CPA UP25-648F GRUNFOS 15 BRONZE 4 185 1/12 115 1 REFER TO INSTALLATION DETAIL ' DO NOT MOUNT MOTOR SHAFT IN VERTICAL POSITION GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE TIMER AND THERMOSTAT CONTROL OF PUMP, REFER TO DETAIL 2. CONTRACTOR SHALL INSTALL PUMP PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. Hot Water Calculations GAS WATER HEATER EFFICIENCY 0.98 70 DEGREE RISE PLAN FIXTURE OR EQUIPMENT TYPE DESIGNATION GPH ' QUANTITY'GPH Sub -Total HAND SINKS 5 1 5.0 BATHROOM SINKS 5 0 0.0 OTHER LAVATORIES 5 0 0.0 0 0.0 0 0.0 100 DEGREE RISE PLAN FIXTURE OR EQUIPMENT TYPE DESIGNATION GPH '' QUANTITY'GPH Sub -Total 1 COMPARTMENT SINK 15 j 2 30.0 2 COMPARTMENT SINK 30 0 0.0 3 COMPARTMENT SINK 45 1 45,0 VEGETABLE SINK 15 0 0.0 OVERHEAD SPRAY RINSE - DISHES .45 0 0.0 BAR SINK - 3 COMPARTMENT 20 0 0.0 BAR SINK - 4 COMPARTMENT 25 0 0.0 COOK SINK 10 0 0.0 HOT WATER FILLING FAUCET 15 0 0.0 BAIN- MARIE 10 0 0.0 COFFEE URN 5 1 5.0 KETTLE STAND 5 0 0.0 GARBAGE CAN WASHER 50 0 0.0 9 AND 12 LB CLOTHES WASHER 45 1 0 0.0 THIRD PARTY TESTING. OSHA REOUIRhNMNT 16 LB CLOTHES WASHER 60 0 0.0 The,package. shall be tJ ., Listed as a. systern.forits mtended.usej so meeting. OSHA Federal.Regulations 29.CFR EMPLOYEE SHOWER 20 0 0.0 191.0.303 and 399 as well as NFPA Pamphlet•#70 (National Electric Code) Article 90,7,.City of Los. Angeles . MOP SINK 15 1 15.0 Approval Code,'.CMR248.Massachusetts State Plumbing:Code Approval: . . POT WASHER HOBART UW50 98 1 98.0 GLASS WASHER 55 1 55.0 FACTORY.TEST 0 0.0 The package shall be electrically and hydrostatically tested before shipment, in addition,.each system shall be. factory tested from 0-loo�0 of flow and•pressure. 0 0.0 Note:: MIST traceable and independently calibrated test facility.:. 0 0.0 0 0.0 STARTUP. .. 0 0.0 The factory authorized local represeiitative shalt provide (2) hours of startup and ;field training: 0 0.0 0 0.0 WARRANTY .. 0 0.0 Each TIGERFLOW 'system shall be Warranted for period of (I8) months from date of shipment or (12) COMMENTS TOTAL GPH 263,0 PROPOSED DIFFERENCE months from date of startup, whichever occurs first. TOTAL BTUH'S 213.775.0 250,000.0 36,225.0 TOTAL KW'S 61.4 -61.4 GALLONS STORAGE 94.6 100.0 6.4 3' CLASS 150 FLANGE SUCTION CONNECTION 5-3/4" 5 2 18, 34 3 8 7 8 2 VALVE, PRESSURE REDUCING / REGULATING, WATTS 25-11-020 1115-31 2" 7 4 VALVE, BUTTERFLY, WATTS BF-03, 2" 25-10-010 6 1 ASSEMBLY, TUBING 4 WIRING, DUPLEX ASS-10-010 5 1 ASSEMBLY, PANEL STAND 321lx72" 5TD-10-020-A 4 1 ASSEMBLY, BASE, VERTICAL, DUPLEX, 3" MAINS, 2" BSD-32F-15-00 FLANGED BRANCHES, STAINLESS STEEL 3 1 A55EM5LY, 223 PRV TANK FEED, VERTICAL, A55-20-100-A 2 1 DUPLEX CONTROL PANEL 1 2 PUMP,(2x1-1/2) / MOTOR, 5 HP SYM QTY PART P/N BILL OF MATERIALS 3' CLASS 160 I I FLANGE DISCHARGE /o CONNECTION 72" du ,• « &P. 37-1/40 S YS FhM UhUIONA'I ION EWUINMEN I I I EM OR ITEM NUMBER DESCRIPTION CFH UUMhSIIU WA1hK HhA1INU WH-1 WATER HEATER 250 SUNlUI'N KI I CHNN EWUIMMENI 14 PIZZA OVEN 220 25 PIZZA OVEN 188 SUBTOTAL SUILUING HEAT INU RTU-1 ROOFTOP UNIT 150 RTU-2 ROOFTOP UNIT 150 RTU-3 ROOFTOP UNIT 150 5450 REDBIRD CENTER DR. DALLAS, TX 75237 PHONE: (800) 783-675(a FAX: (214) 333-2742 E-MAIL: engineering@tigerflow.com WEB SITE: www.tigerflow.com doll1 TIGERFLOW® Engineered Systems to the World L PLUMBING FIXTURE SCHEDULE MANUPAC I UIRIzK SAN. UOLU HO I' DESIG. DESCRIPTION & MODEL SWR VENT WTR WTR DESCRIPTION / REMARKS NUMBER SIZE SIZE SIZE SIZE WC FLOOR MOUNTED CRANE 4" 2" 1" - WHITE VITREOUS CHINAWATER CLOSET WITH FLOOR MOUNTED ELONGATED BOWL WATER CLOSET WHIR LTON #3325 SENSOR FLUSH (1.6 GPF) VALVE SLONE ROYAL # 111 ES-S-YO, TRANSFORMER #EL-154 FLUSH VALVE CHURCH 9500C 1.5 GPF OPEN FRONT SEAT INFRA -RED HWC FLOOR MOUNTED CRANE 4" 2" 1" - WHITE VITREOUS CHINAWATER CLOSET WITH FLOOR MOUNTED ELONGATED BOWL 17 1/4"H ADA WATER CLOSET HYMONT #3H701 SENSOR FLUSH (1.6 GPF) VALVE (SLONE ROYAL # 111 ES-S-YO, TRANSFORMER #EL-154 FLUSH VALVE CHURCH 9500C 1.5 GPF OPEN FRONT SEAT ADAAPPROVED INFRA -RED UR FLOOR MOUNTED AMERICAN 2" 2" 3/4" - VITREOUS CHINA, SLOPING FRONT STALL URINAL, LOW CONSUMPTION URINAL STANDARD INTEGRAL FLUSH SPREADER, WASHOUT ACTION, 3/4" TOP INLET SPUD FLOOR MOUNTED 1,0 GPF STALLBROOK URINAL WITH FLUSH VALVE SIMILAR TO SLOAN ROYAL FLUSH VALVE INFRA -RED 6400.014 SLOAN OPTIMASENSOR INFRA -RED FLUSH VALVE (PROVIDE SLOAN TRANSFORMER FOR LOW VOLTAGE OPTIMA SENSOR. L4 UNDER COUNTER AMERICAN STANDARD 2" 2" 1/2" 1/2" VITREOUS CHINAUNDER COUNTER MOUNT OVAL WITH OVAL LAVATORY AQUALYN #9482.00 BASIN, FRONT OVERFLOW. FURNISH COMPLETE WITH MOEN FAUCET, H & CW SUPPLIES MOEN #S418 BRUSHED STAINLESS STEEL STRAINER CHROME PLATED BRASS STOPS, CHROME PLATED BRASS NICKEL FAUCET P-TRAP AND LK-8 STRAINER. L-2 WALL HUNG AMERICAN STANDARD 2" 2" 1/2" 1/2" HARWICK 1-412-VOR S VITREOUS CHINA LAVATORY WITH CONTOURED RECTANGULAR LAVATORY LUCERNE #0355.012 BASIN, FRONT OVERFLOW, TWO SOAP DEPRESSIONS AND CONCEALED ARM CARRIER ADA MOEN #8432 FAUCET LAVATORY SHALL BE DRILLED FOR CONCEALED ARM CARRIER. PROVIDE FLEXIBLE H & CW SUPPLIES INSULATION KITAND OFFSET P-TRAP MS MOP SINK DELTA MOP SINK WITH DELTA28T2383 FAUCET FAUCET 2872383 3" 2" 3/4" 3/4" FIAT NO.898-CC MOP HANGER, NO.832-AA HOSE WITH BRACKET AND HOSE NO.1453-BB STAINLESS STEEL STRAINER. FD FLOOR DRAIN WADE 3" 2" 114" - CAST IRON BODY, FLASHING COLLAR WITH NICKEL BRONZE ADJUSTABLE STRAINER HEAD, FOR RESTROOMS 1100 TRAP PRIMER CONNECTION, VANDALPROOF TOP„ SPEED SET OUTLET AND NO AND EXPOSED WITH TRAP PRIMER HUB ADAPTER. VERIFYROUND OR SQUARE TOP WITH ARCHITECT AREAS CONNECTION FD FLOOR DRAIN WADE 3" 2" 1/4" - CAST IRON BODY, FLASHING COLLAR WITH CAST IRON BAR GRATE, SEDIMENT BUCKET FOR MECHANICAL 1340-5-27 VANDALPROOF TOP, SPEED SET OUTLET, AND NO HUB ADAPTER, PROVIDE ADJUSTABLE ROOMS AND SIMILAR WITH TRAP PRIMER TOP FOR ACCURATE POSITIONING OF GRATE AND SEDIMENT BUCKET AREAS CONNECTION FD FLOOR DRAIN WADE 3" 2" - - CAST IRON BODY, FLASHING COLLAR WITH CAST IRON BAR GRATE, SEDIMENT BUCKET FOR KITCHEN 1340TD-5-27 VANDALPROOF, TOP, SPEED SET OUTLETAND NO HUB ADAPTER, PROVIDE ADJUSTABLE WITH TRAP PRIMER TOP FOR ACCURATE POSITIONING OF GRATE AND SEDIMENT BUCKET CONNECTION COORDINATE LOCATION AND SIZE WITH KITCHEN CONSULTANTS DRAWINGS FS KITCHEN FLOOR WADE 3" 2" - - CAST IRON FLANGED RECEPTOR WITH ACID RESISTANT COATED INTERIOR AND NICKEL '1 U1 AL SINK 9140-1 BRONZE RIM AND SECURED GRATE, ALUMINUM SLOTTED SEDIMENT BUCKET, FLASH ING CFH 12X12X8 NICKEL BRONZE 12X12 GRATE FS KITCHEN FLOOR WADE CAST IRON FLANGED RECEPTOR WITH ACID RESISTANT COATED INTERIOR AND NICKEL L YbU SINK UNDER POT 9170-1 BRONZE RIM AND SECURED GRATE, ALUMINUM SLOTTED SEDIMENT BUCKET, FLASHING SINK 12 INCHES DEEP CLAMP, VANDALPROOF SCREWS AND SPEED -SET OUTLET, 16 INCH X 16 INCH ANTI - TILT GRATE COORDINATE LOCATION AND SIZE WITH KITCHEN CONSULTANTS DRAWINGS RD ROOF DRAIN WADE - - - - COATED CAST IRON LEVELEZE ROOD RAIN, LARGE CAST IRON LOCKING DOME, 408 WITH CAST IRON 3000AE-42-53 NON -PUNCTURING CLAMP RING WITH INTEGRAL GRAVEL STOP SUPPORTING RING DOME ADJUSTABLE TOP WITH WIDE ROOF FLANGE, LARGE SUMP WITH ANCHOR FLANGE AND BOTTOM OUTLET, DECK CLAMP ASSEMBLY, VANDALPROOF DOME. OD OVERFLOW DRAIN WADE - - - - COATED CAST IRON LEVELEZE ROOD RAIN, LARGE CAST IRON LOCKING DOME, WITH CAST IRON 3000AE-SD-42-53 NON -PUNCTURING CLAMP RING WITH INTEGRAL GRAVEL STOP SUPPORTING RING 469 DOME ADJUSTABLE TOP WITH WIDE ROOF FLANGE, LARGE SUMP WITH ANCHOR FLANGE AND -1 11H BOTTOM OUTLET, DECK CLAMP ASSEMBLY, VANDALPROOF DOME. INCHES OF PROVIDE 2 INCH INTERNAL WATER GUARD. WATER COLUMN FCO INTERIOR FLOOR WADE COATED CAST IRON KLEENATRON, LEVELEZE FLOOR CLEANOUT, INTEGRAL GASKETED ' 14" CLEANOUT 6000STD-1 BRONZE GLEANOUT PLUG, ADJUSTABLE HOUSING WITH SCORIATED SECURED ROUND NICKALOYTOP. CONTRACTOR SHALL SELECT COVER FOR FLOOR COVERING USED REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF FLOOR COVERING, CO EXTERIOR WADE COATED CAST IRON KLEENATRON, LEVELEZE FLOOR CLEANOUT, INTEGRAL GASKETED CLEANOUTS 6000X-1 BRONZE CLEANOUT PLUG, ADJUSTABLE HOUSING WITH SCORIATED SECURED PROVIDE CONCRETE ROUND NICKALOYTOP. CONTRACTOR SHALL PROVIDE CONCRETE PAD. REFER TO DETAIL PAD WCO WALL CLEANOUT WADE ROUND STAINLESS STEEL WALL ACCESS COVER WITH CENTER SCREW, COATED CAST TEE WITH ACCESS 8560/848OR IRON CLEANOUT TEE WITH HUB AND SPIGOT CONNECTION AND RECESSED BRONZE COVER TAPPED PLUG. PROVIDE VANDALPROOF SCREW. REFER TO WALL CLEANOUT DETAIL TR-1 TRENCH DRAIN ACO POLYMER SURFACE DRAINAGE SYSTEM SHALL BE ACO DRAIN FG100 COMPLETE WITH #2821 GRATE SECURED WITH STAINLESS FG100 WITH 'QUICKLOK' LOCKING OR EQUAL APPROVED. #2821 GRATE FOR FG100 TR-2 TRENCH DRAIN ACO POLYMER SURFACE DRAINAGE SYSTEM SHALL BE ACO DRAIN FG200 COMPLETE WITH #2372 GRATE SECURED WITH STAINLESS FG200 WITH 'QU!C KLOK'LOCKING OR EQUAL APPROVED. #2372 GRATE FOR FG200 NFWH NON -FREEZE WADE 3/4" NON -FREEZE WALL HYDRANT SHALL BE AENCASED "ANTI -SIPHON" AUTOMATIC WALL 8600 DRAINING WALL HYDRANT FOR FLUSH INSTALLATION. FURNISHED COMPLETE WITH NON -FREEZE HYDRANT INTEGRAL BACKFLOW PREVENTOR, BRONZE CASING, ALL BRONZE INTERIOR PARTS, NON TURNING OPERATING ROD WITH FREE FLOATING COMPRESSION CLOSURE VALVE. REFER TO ARCH. DWGS WALL THICKNESS. FURNISH COMPLETE WITH NICKEL BRONZE BOXAND HINGED COVER WITH KEY LOCK AND "WATER" CASTON COVER. NOTES: 1 WALL HUNG PLUMBING FIXTURES SHALL BE SUPPORTED USING ADJUSTABLE CONCEALED ARM FLOOR MOUNTED SUPPORTS WITH RECTANGULAR STRUCTURAL STEEL UPRIGHTS UTILIZING HEAVY-DUTYCAST-IRON FEET BOLTED TO THE FLOOR AND CAST IRON SUPPORT HEADERS. 2 FLOOR AND HUB DRAINS IN RESTROOMS AND MECHANICAL ROOMS, ALSO DRAINS WHICH RECEIVE HVAC, CONDENSATE AND DRAINS NOT FREQUENTLY USED SHALL HAVE AN AUTOMATIC TRAP PRIMER ACTIVATED BYA DROP IN WATER PRESSURE. TRAP PRIMER SHALL BE LOCATED DIRECTLY BEHIND A10 INCH BY 10 INCH ACCESS PANEL FLUSH WITH WALL ACCESS PANEL, LOCATED AS DIRECTED BYTHE ARCHITECT. ACCESS PANEL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH -IN. ARCHITECT RESERVES THE RIGHT TO RELOCATE ACCESS PANEL PRIOR TO INSTALLATION WITHOUT ADDITIONAL COST. 3 CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS AND LOCATIONS OF ALL PLUMBING FIXTURES INCLUDING HANDICAPPED (ADA) FIXTURES. CONTRACTOR SHALL COORDINATE ADA REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION OF PLUMBING FIXTURE. THE PLUMBING AND ARCHITECTS DRAWINGS. CONTRACTOR SHALL PROVIDE ADA FIXTURES AS SHOWN ON BOTH 4 FLUSH VALVE FOR THE HANDICAPPED PLUMBING FIXTURES SHALL BE INSTALLED WHERE THE HANDLE FACES INTO THE OPEN AREA WITHIN THE STALL. (TOWARDS THE CENTER OF STALL) 5 CONTRACTOR SHALL PROVIDE FLEXIBLE MOLDED INSULATION ON P-TRAPS, WATER SUPPLIES AND VALVES SERVING ADA PLUMBING FIXTURES. CONTRACTOR SHALL PROVIDE OFFSET P-TRAPS ON ADAFIXTURES 6 CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES SHOWN ON THE ARCHITECTURAL, KITCHEN, PLUMBING AND OWNER FURNISHED DRAWINGS. 7 CONTRACTOR SHALL FURNISH AND INSTALL ON EACH PLUMBING FIXTURE CHROME PLATED BRASS P-TRAP, NIPPLES WITH ESCUTCHEON, CHROME PLATED BRASS ANGLE SUPPLIES WITH ALL METAL CONSTRUCTION CHROME PLATED FLEXIBLE BRASS RISERS WITH NIPPLES AND CHROME PLATED BRASS ESCUTCHEONS WITH CAST SETSCREW. 8 CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, PIPING, SUPPORTS, ETC. TO INSTALL EACH PLUMBING FIXTURE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND TO COMPLYWITH CITY, STATE, ADAAND TAS CODES AND STANDARDS. 9 CONTRACTOR SHALL REFER TO HVAC DRAWINGS AND PROVIDE ALL NECESSARY WASTE, VENT AND CW PIPING, ALSO VALVES AND FITTINGS REQUIRED TO INSTALL FLOOR AND HUB DRAINS RECEIVING CONDENSATE. 1s FLUSH VALVES SHALL BE SIMILAR TO "SLOAN ROYAL" UNLESS OTHERWISE NOTED BACKFLOW PREVENTION ASSEMBLY REQUIREMENTS TYPE OF EQUIPMENT METHOD OF CROSS MANUFACTURER REMARKS OR SYSTEM CONNECTION CONTROL AND MODEL NUMBER CARBONATOR REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE W & TY ICE MAKER REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE W &'B' COFFEE MACHINE DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE W &'B' JUICE DISPENSER DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE'A' &'B' TEA MACHINE DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. WATER SOFTENER DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. HVAC EQUIPMENT REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. WATER SERVICE REDUCED PRESSURE ZONE ASSEMBLY WATTS 909QTM1 QUARTER TURN VALVES AND BRONZE STRAINER. FIRE PROTECTION DOUBLE CHECK DETECTOR ASSEMBLY WATTS 709DCDA COORDINATE INSTALLATION WITH FIRE PROTECTION CONTRACTOR LAWN IRRIGATION W/O CHEMICALS DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S QUARTER TURN VALVES AND BRONZE STRAINER COMMENTS: 1. CONTRACTOR SHALL PROVIDE INDIVIDUAL BACKFLOW PREVENTERS FOR EACH PIECE OF EQUIPMENT. 2. EACH BACKFLOW PREVENTER MUST HAVE TESTING PORTS 3. CONTRACTOR SHALL TEST BACKFLOW PREVENTER AND PROVIDE COPY OF TEST RESULTS TO HEALTH DEPARTMENT. 4. SPLIT OR TEE WATER LINE BEFORE BACKFLOW PREVENTER IF USING LINE TO PROVIDE WATER TO OTHER FIXTURES OR EQUIPMENT. NOTES: A. NO COPPER OR BRASS FITTINGS DOWNSTREAM OF BACKFLOW PREVENTOR B. INSTALL WATER FILTRATION BEFORE BACKFLOW PREVENTER ' 'At.01 THE 5 RING ON THIS DOCUMENT WAS AUTHORIZED BY SHOJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 N ti K W NN H t.L Lv (lj U N Q v LLJ a W Z g r 0 Ln d' W W � z cn w W n � Q CL�_ CD JOB NO.01olq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET Di --DOMESTIC BOOSTER SYSTEM i AIL C SCALE: N.,.s, SAIF • Engineering Consultants THIS DOCUMENT IS RMWED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W, Northwest Highway Tel (214) 350-64 Sul1e 1203, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AMiORRY OF SHOJI OKUDA P.E. #54327 ON FMRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 IMA NOTES: 1 WALL HUNG PLUMBING FIXTURES SHALL BE SUPPORTED USING ADJUSTABLE CONCEALED ARM FLOOR MOUNTED SUPPORTS WITH RECTANGULAR STRUCTURAL STEEL UPRIGHTS UTILIZING HEAVY-DUTYCAST-IRON FEET BOLTED TO THE FLOOR AND CAST IRON SUPPORT HEADERS. 2 FLOOR AND HUB DRAINS IN RESTROOMS AND MECHANICAL ROOMS, ALSO DRAINS WHICH RECEIVE HVAC, CONDENSATE AND DRAINS NOT FREQUENTLY USED SHALL HAVE AN AUTOMATIC TRAP PRIMER ACTIVATED BYA DROP IN WATER PRESSURE. TRAP PRIMER SHALL BE LOCATED DIRECTLY BEHIND A10 INCH BY 10 INCH ACCESS PANEL FLUSH WITH WALL ACCESS PANEL, LOCATED AS DIRECTED BYTHE ARCHITECT. ACCESS PANEL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH -IN. ARCHITECT RESERVES THE RIGHT TO RELOCATE ACCESS PANEL PRIOR TO INSTALLATION WITHOUT ADDITIONAL COST. 3 CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS AND LOCATIONS OF ALL PLUMBING FIXTURES INCLUDING HANDICAPPED (ADA) FIXTURES. CONTRACTOR SHALL COORDINATE ADA REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION OF PLUMBING FIXTURE. THE PLUMBING AND ARCHITECTS DRAWINGS. CONTRACTOR SHALL PROVIDE ADA FIXTURES AS SHOWN ON BOTH 4 FLUSH VALVE FOR THE HANDICAPPED PLUMBING FIXTURES SHALL BE INSTALLED WHERE THE HANDLE FACES INTO THE OPEN AREA WITHIN THE STALL. (TOWARDS THE CENTER OF STALL) 5 CONTRACTOR SHALL PROVIDE FLEXIBLE MOLDED INSULATION ON P-TRAPS, WATER SUPPLIES AND VALVES SERVING ADA PLUMBING FIXTURES. CONTRACTOR SHALL PROVIDE OFFSET P-TRAPS ON ADAFIXTURES 6 CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES SHOWN ON THE ARCHITECTURAL, KITCHEN, PLUMBING AND OWNER FURNISHED DRAWINGS. 7 CONTRACTOR SHALL FURNISH AND INSTALL ON EACH PLUMBING FIXTURE CHROME PLATED BRASS P-TRAP, NIPPLES WITH ESCUTCHEON, CHROME PLATED BRASS ANGLE SUPPLIES WITH ALL METAL CONSTRUCTION CHROME PLATED FLEXIBLE BRASS RISERS WITH NIPPLES AND CHROME PLATED BRASS ESCUTCHEONS WITH CAST SETSCREW. 8 CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, PIPING, SUPPORTS, ETC. TO INSTALL EACH PLUMBING FIXTURE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND TO COMPLYWITH CITY, STATE, ADAAND TAS CODES AND STANDARDS. 9 CONTRACTOR SHALL REFER TO HVAC DRAWINGS AND PROVIDE ALL NECESSARY WASTE, VENT AND CW PIPING, ALSO VALVES AND FITTINGS REQUIRED TO INSTALL FLOOR AND HUB DRAINS RECEIVING CONDENSATE. 1s FLUSH VALVES SHALL BE SIMILAR TO "SLOAN ROYAL" UNLESS OTHERWISE NOTED BACKFLOW PREVENTION ASSEMBLY REQUIREMENTS TYPE OF EQUIPMENT METHOD OF CROSS MANUFACTURER REMARKS OR SYSTEM CONNECTION CONTROL AND MODEL NUMBER CARBONATOR REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE W & TY ICE MAKER REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE W &'B' COFFEE MACHINE DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE W &'B' JUICE DISPENSER DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. NOTE'A' &'B' TEA MACHINE DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. WATER SOFTENER DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. HVAC EQUIPMENT REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND BRONZE STRAINER. WATER SERVICE REDUCED PRESSURE ZONE ASSEMBLY WATTS 909QTM1 QUARTER TURN VALVES AND BRONZE STRAINER. FIRE PROTECTION DOUBLE CHECK DETECTOR ASSEMBLY WATTS 709DCDA COORDINATE INSTALLATION WITH FIRE PROTECTION CONTRACTOR LAWN IRRIGATION W/O CHEMICALS DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S QUARTER TURN VALVES AND BRONZE STRAINER COMMENTS: 1. CONTRACTOR SHALL PROVIDE INDIVIDUAL BACKFLOW PREVENTERS FOR EACH PIECE OF EQUIPMENT. 2. EACH BACKFLOW PREVENTER MUST HAVE TESTING PORTS 3. CONTRACTOR SHALL TEST BACKFLOW PREVENTER AND PROVIDE COPY OF TEST RESULTS TO HEALTH DEPARTMENT. 4. SPLIT OR TEE WATER LINE BEFORE BACKFLOW PREVENTER IF USING LINE TO PROVIDE WATER TO OTHER FIXTURES OR EQUIPMENT. NOTES: A. NO COPPER OR BRASS FITTINGS DOWNSTREAM OF BACKFLOW PREVENTOR B. INSTALL WATER FILTRATION BEFORE BACKFLOW PREVENTER ' 'At.01 THE 5 RING ON THIS DOCUMENT WAS AUTHORIZED BY SHOJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 N ti K W NN H t.L Lv (lj U N Q v LLJ a W Z g r 0 Ln d' W W � z cn w W n � Q CL�_ CD JOB NO.01olq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET Di --DOMESTIC BOOSTER SYSTEM i AIL C SCALE: N.,.s, SAIF • Engineering Consultants THIS DOCUMENT IS RMWED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W, Northwest Highway Tel (214) 350-64 Sul1e 1203, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AMiORRY OF SHOJI OKUDA P.E. #54327 ON FMRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 IMA COMMENTS: 1. CONTRACTOR SHALL PROVIDE INDIVIDUAL BACKFLOW PREVENTERS FOR EACH PIECE OF EQUIPMENT. 2. EACH BACKFLOW PREVENTER MUST HAVE TESTING PORTS 3. CONTRACTOR SHALL TEST BACKFLOW PREVENTER AND PROVIDE COPY OF TEST RESULTS TO HEALTH DEPARTMENT. 4. SPLIT OR TEE WATER LINE BEFORE BACKFLOW PREVENTER IF USING LINE TO PROVIDE WATER TO OTHER FIXTURES OR EQUIPMENT. NOTES: A. NO COPPER OR BRASS FITTINGS DOWNSTREAM OF BACKFLOW PREVENTOR B. INSTALL WATER FILTRATION BEFORE BACKFLOW PREVENTER ' 'At.01 THE 5 RING ON THIS DOCUMENT WAS AUTHORIZED BY SHOJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 N ti K W NN H t.L Lv (lj U N Q v LLJ a W Z g r 0 Ln d' W W � z cn w W n � Q CL�_ CD JOB NO.01olq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET Di --DOMESTIC BOOSTER SYSTEM i AIL C SCALE: N.,.s, SAIF • Engineering Consultants THIS DOCUMENT IS RMWED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W, Northwest Highway Tel (214) 350-64 Sul1e 1203, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AMiORRY OF SHOJI OKUDA P.E. #54327 ON FMRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 IMA W W � z cn w W n � Q CL�_ CD JOB NO.01olq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET Di --DOMESTIC BOOSTER SYSTEM i AIL C SCALE: N.,.s, SAIF • Engineering Consultants THIS DOCUMENT IS RMWED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W, Northwest Highway Tel (214) 350-64 Sul1e 1203, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AMiORRY OF SHOJI OKUDA P.E. #54327 ON FMRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 IMA JOB NO.01olq REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET Di --DOMESTIC BOOSTER SYSTEM i AIL C SCALE: N.,.s, SAIF • Engineering Consultants THIS DOCUMENT IS RMWED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 W, Northwest Highway Tel (214) 350-64 Sul1e 1203, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AMiORRY OF SHOJI OKUDA P.E. #54327 ON FMRUARY 16, 2007 Dallas, Texas 75220 SAI Job No 06062 IMA GA W4.I yy Af I'l6 fo D� PA��p A dIGoIJ� GAy y I p F GAy 096� � GAy � P DvpiRGAy� R �� A I?0V fPAG�GI�I A�' OF9 o� rJAy G,�TI iA LII� 1/AO GAS �P 1 GA5 �P 1 IIA 0 GAy aEG�� 9AS LOAD SLIMMARY SYS I hM UEWIUNAI IUN OR ITEM NUMBER UUMhS' I'IC WA'I EH; HEA I INU WH-1 Kf 1'CHEN hWUIPMEN I BUILUINI4 HI:A I INU S YS I EM I NVUHNIA 110N LAb UUMPANY UUN1ACI: JEFF WYLIE - ATMOS ENERGY PH 817-303-2905 FAX 817-303-2929 JEFF.WYLIEDATMOSENERGY.COM 14 25 R'rU-1 RTU-2 RTU-3 (6) RHA ry W rI W i W hQUINMENI IIhM 101AL DESCRIPTION CFH CFH WATER HEATER 250 SUI31 U" 1 AL Y20 2bU I PIZZA OVEN IPIZZA OVEN 188 SUBTOTAL 406 Z ROOFTOP UNIT 150 ROOFTOP UNIT 150 O ROOFTOP UNIT 150 150 12?.l�S•' lilt SUk31UTAL 6 1 1i PRESSURE LEAVING METER TOTAL DEVELOPED LENGTH IN FEET R�VIRT Al p I�IGAOf GTG� � fop'%A� p G6A % 10 �Rdlrl fpGvjp,f ►.TIE I� 6M5Ir �� GGI�' . 110A �G A� IDS It�y�d �°olRf y �,Nf ,1 A� Alp I� Phi; CON lAf�pER�G�U G� PQ�pIGA5 oP A� IN ORqog � flPo o�y G�0 �9 yi%P INCHES OF WATER COLUMN 14" 150 'i­ Pop�Oppip IN AS TGfI1 �foo"0010 A° � G�ti �it, I Vito E 95F R0�IRT OPA0p I0I 0 G'foguo I gogioip� G0.f �� T�0A �IO Al, G��G Ir1y�dl I _ItJ� GAS RISER DIAGRAM, SCALE: N.T.S. OF P'�\ SHOJI OKUDA .............................. 54327 , 0 A THE S IS DOCUMENT WAS AUTHORIZED BY 5NUJI OKUDA, P.E. 54B21 ON FEBRUARY 16, 2007 cn w V I i-- U Ld Z U ry Q Q x W W W Q CD JOH N0.0619 r M N n N Q X W F- 8 W1 REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SWEET C- . ►'/a e Engineering Consultants 2351 W. Northwest Highway Tel (214) 350-6487 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION suite 1203, Lock Box 30 Fax (214) 350-6497 UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON FEBRUARY 16. 2007 Dallas, Texas 75220 SAI Job No 06062 K TO `♦\``\4r 1 TO \ I. 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RING ON TINS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 sys��s Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 12W. 3, Lock Highway Tel (214) 350-6497 Suite i203, Lock Box 30 Fax (214) 350-6497i UNDER THE AUTHORITY OF SHUJI OKUDA - P.E. #54327 ON FEBRUARY 16. 2007 � Dallas, Texas 75220 SAI Job No 0600 ry W I W W 1►� W U� w — (A I- U W F- 1 U Of Q Q X W W W n Q JOB NO.0619 REVISIONS to g 0 0 M tD 0 G N � U 00 0 � N a U_ (n g N N NO. DATE DESCRIPTION I DATE 02-16-2007 SPEET' p 6 Y I j I I I I • III I , , 3 3 4 L-20122124,26,28 (ON) D-Iq „ t (TYPICAL) _ D-19 L-23 ._.._.—._..____ � __ �____ — �— ____ _— T _ _ .___ V — �. ---UA flF D 21X IA�i _.- ' IG' c W---- - �� 1,,_1I -(�- -I _ _ _ _ _ _ _ - pBt D-4 pet _ `-r ! , C.... ...._ �` HAI _L ��— _s E Q ( i r ' Bt L-21 i �-, -- �- L-1; -- �1. ...�i per-- _--�-- _ _ .---- �. 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I •— I I `•ii ..._..........:.. =-1 4A2 li i LII I I A2 , i{II I , A2 I ' 'I A2 jj'! ! i TA2 j �jj ff , 1�iI I i 1 1 ({'�' j � � ; i ! �i1 I !I I,j , _,....._.. ........._....,,._-_...._. _ �'f''' ``•-. r'r j , jfii i ? { ? 1 I ill y ` i , � � li I I I'' Il � - } `+` •`' ,. ,-S`'' I' '� `\�. \�'�� I I i - I ! I --1- 'I. I F I i Ell}., i lu II. jIj } , bN D-21., .:.__ ...-_ ...:: ......... . . ...... _ -. - _ - �.....�.,, 1 F;..,h r*� A2 ,ti I ... I i_.,... ! A2 I oLi --"r" C { _... , ; I fi B2 Em T11 ' i it A2 ; 9i4 i I A2 I I ; I I'f ............_........ _........._._,._ I.........._.._ ._..._ I E E I E E E I I I I 1 `J I ! I ; ( ENTRY 1, 1., ,_....... ............ I Q _. ,_.6.. E L it 11 4 li 83 � 11 . I I , If WAIT IKo �l o, FLOOR PLAN - LIGHTING GENERAL NOTES — LIGHTING I. COORDINATE EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES WITH ARCHITECTURAL CEILING PLAN. NOTES BY SYMBOL — LIGHTING OCONNECT EXIT LIGHTING AND EMERGENCY CROSS -HATCH FIXTURES AHEAD OF LIGHT SWITCH. EXTEND ADDITIONAL "HOT" CONDUCTOR SO EXIT AND EMERGENCY LIGHT WILL BE UNSWITCHED. PROVIDE DUAL LEVEL SWITCHING WHERE O INDICATED WITH ONE LAMP IN EACH FIXTURE SWITCHED SEPARATELY FROM THE OTHER LAMPS. O3 CRO55HATCHED FIXTURES SHALL HAVE EMERGENCY BATTERY PACK $ BALLAST TO POWER ONE LAMP FOR 90 MINUTES. EMERGENCY BALLAST SHALL BE UN -SWITCHED ON, OHOMERUN THRU, TIMECLOCK "TCA" CONTROLLED MULTIPOLE LIGHTING CONTACTOR PER EXTERIOR LIGHTING CONTROL DETAIL, SWEET E4. CONTROLS LOCATED AT PANEL V. OW.P. J-BOX WITH (1) 120V. CIRCUIT FOR FIRESIDE SIGN, VERIFY EXACT MOUNTING LOCATION WITH ARCHITECT. HOMERUN THRU. TIMECLOCK "TCA". REFER TO ELECTRICAL RISER DIAGRAM. OTV OUTLET AND RECEPTACLE MOUNTED ON CEILING. O INFRARED HEATER V AND CONTROL. ORECEPTACLE MOUNTED AT 8"0 HEIGHT FOR WATER MISTING FAN, Oq OWNER FURNISHED WATER MISTING FAN. THE SEAL I4 ON THIS i'7 ON 16, 2007 M N M W I— N L.L. N W � d W W V W� M v— Lv 2: O� V to N Wnooa W Q f%! Z _ O �. In Q w x W W 0 z U� w W n � Q LL � C� JOB NO.061 q REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SWEET `0 Sjrs�r,�rs Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION Northwest Highway Tel (214) 350-64 Suite 03, Lock Box 30 Fax (214) 350-6497 7 UNDER THE AUTHORITY OF SHW1 OKUDA P.E. #5027 ON FEBRUARY 16, 2007 1 Suit 12 Dallas, Texas 75220 SAI Job No 06062 El QN' 1� 2 3 4 10 4 BELL F FI�RE'RINKLER � , "-\T II ' r _ _ �_ _ _ + _ _, I _ -- = MMER PANEL V '-MDP-7 III- _ _ 14 Ujj L-5 i 1 PANEL' r Q (ABOV; COUNTER) KEF- L-7 - 1 0, —, I 4 ,� HALL '( CF - -- T FIREWOOD (ON) L-4 -�- u , l ::,._, • �� . STO RACE • _ KITCHEN r, I L-) ✓ _�"_'•�_ I /� I .i"'-"'� I I I, `� ( MDP--2 R1U 2 � RT ESRVIC L-- — — _ .— J WOMEN � KEF-2 L4 (ASVE•COUNTER)- -� -� _ _ v y•l, WIR ftlII {i L.Dr I�' GFI { ! !-, I D I S P LAY COOKING F I I I 11� --- �� �II I I I 1 "`ti�..•. � `'�., ''F''r I f I 1! III I v I ! II I! I _„•.._.._,. ' IIlL IF — — —1- i I 1..._..-......... _................................,..,, , { _� ri I !I I_._ of T• JJ ._ _ .... _ __ ,_ _ _ ✓/ , i ..,..... _... __....1!..... ........ .-I•' ,_ 1 ^�• •,J "^ .•f r ,�` I I II _........_. _.... _ .._., .. i r r^ I I ____.,�I I 1 D � r • - --^-'" I � I I � . �I lI i': ;..::::: • :: n�'-::,; ii 'wry.^ I ) _ ... _._....._ __...,___... —--------- i _ ' III I �� ..-� `� I \ ��y� ,.- ..\, f ! � � ; i ! / � _..,{,,t 1.i• { 1 �L..........�.��' � r v I l I/ I r J 1 i I 1 .. I r,".• r . J 1. - 4 �, `- J 1. •"' 1_ yam_ •.^• ! it I i PATIO I BAR -- 00//"" `1 1``✓ ,/ \I % % j I ji j I I i ZI _ o _ c� 3 i J :i _.I 1 DINING t ell 000 r, I 1, 11 I r I t ; 1 i r I' j .. { I , // .00 —OF \ __._._................... _ ......_......_...,._.,..._......__.......... ._....._,.._........ ... _.........,......... -.._.........._.._....._....,...._....._.._...,..........,..................... ,.._.__...._._-......_..,...._.,...,,.... _....... ....._..........._..._,....._...._................._,.,.._.... \ f.,._......__,_._...,............ _..:.._ _...._._.... _...,.......... ...._,........... .... �.. _.._...... ......... ttt 1 3 -- j \ { ! ' i I ✓ • j+t({( . \ `...•_, ..,... V. 1, •,.... .. 1 l` ,..... t .... ! y,�.. _. y'` !� 6,...,,...,._.,.,_....................._.,,.,..._..,,......, I ' ! DINING I I_•..._,..._....._•....._._.....•...._ 1 i - .- { r_._.,...__......._......1 I k r..,_..,...-,__„,._._..R I , „.,...,,,.„..._...,...__.r.^ I _.,.•.,.--...,•__.t,,i I { i ..•,.,.,...,.._ ,tr._-,..,._..,,...._. r � k;�_.,,,._.,.,,,•.-._ , ENTRY I � h r I I I I 3 ;O� o, FLOOR PLAN — POWER GENERAL NOTES - PONER 1, COORDINATE EXACT LOCATION AND QUANTITY OF RECEPTACLES WITH ARCHITECTURAL PLAN, NOTES BY SYMBOL - PONER '0 ' J r 1 3'4' E.C. WITH PULLWIRE TO TELEPHONE BOARD IN MECH/ELEC ROOM, ONEW TENANT TELEPHONE 50ARD 2'xVx3/4" PLYWOOD AND DEDICATED QUAD RECEPTACLE. PAINT TO MATCH ADJACENT WALL ONEW TENANT TELEPHONE SERVICE. REFER TO TELEPHONE RISER DIAGRAM, SHEET E4. CONTRACTOR WALL PROVIDE WORKING �q CLEARANCE PER NEC 110 AND AHJ. COORDINATE EXACT LOCATION OF ELECTRICAL PANEL WITH OWNER AND PAY FOR ALL RELATED EXPENSES TO COMPLETE THE INSTALLATION. O6 100A/3P/NFDS (260V. RATED) NEMA-SR PROVIDED WITH RTU, CONNECTED BY ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATION. IN P, GFI RECEPTACLE, PROVIDE WITH RTU, VERIFY EXACT `:J LDC,�tIDN. ODUCT -TYPE SMOKE DETECTOR IN R/A. FURNISHED WITH RTU, OTIME CLOCK 'TCA'. REFER ELECTRICAL RISER DIAGRAM. SHEET Ell �q EXHAUST FAN TEF-I. EXTEND THROUGH TIMECLOCK 'TCA'. 10 DISCONNECT SWITCH AND METER. REFER ELECTRICAL RISER DIAGRAM ON SHEET E4. II EXTERIOR MAIN DISTRIBUTION PANEL IN W.P. LOCKABLE ENCLOSURE, SEE ELECTRICAL RISER DIAGRAM, SHEET El JUNCTION BOX AT 72' AFF FOR POWER CONNECTION TO 12 FIRE PROTECTION MONITORING SYSTEM, COORDINATE EXACT REQUIREMENTS WITH FIRE PROTECTION CONTRACTOR. REFER TO FIRE ALARM SCHEMATIC ON SHEET E4. 13 NOT USED. MISTING SYSTEM PUMP AND RECEPTACLE MOUNTED AT 72' 14 HEIGHT. SELECTED BY OWNER. THE SEAllRING ON THIS DOCUMENT WAS AUTHORIZED 19 SNUJI OKUDA, P.E. 64327 ON FEBRUARY 16, 2OL 7 .ll Sim, =m1 jr,7 ' r Engineering Consultants uit 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION Suits Northwest Highway Tel (214) 350-647 Suite 203, look Box 30 fax (214) 350-6497 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON FEBRUARY 16, 20D7 Dallas, Texas 75220 SAI Job No 06062 V / 0 LJ F— z 0 W W � z U� w W n � Q n.,,, JOB NO.061 q a x LAj F— N Q � O M v- N O yF I W 00 O Q N Qv 9z Ld N s Ln Ill in REVISIONS NO, DATE DESCRIPTION DATE 02-16-2007 SHEET ELECTRICIAN TO PROVIDE JUNCTION ELECTRICAL ROUGH -IN NOTES: ELECTRICAL Ste- WITHMASTIC AROUND BOX, CONDUIT AND WIRING FROM PERIMETER OF OPENING -LIGHT FIXTURE TO ROUGH -IN POINT. SYMBOLS AND ABBREVK71ONS DURING INSTALLATION OF NO CONDUIT TO BE RUN 01. ALL FINAL CONNECTIONS SHOWN ON THIS DRAWING ARE ACTUAL REQUIREMENTS OF THE ..........SINGLE CONVENIENCE OUTLET (SCO) A ......,...AMPERES FIXTURE, \ O.Lm�,VALILT ON INTERIOR OF VAULTS EQUIPMENT AND ARE SHOWN IN THIER APROXIMATE LOCATION. ....,.....DUPLEX CONVENIENCE OUTLET (DCo) V .......,..VOLTS1O 02. LOCATION OF ROUGH -IN STUB IS INDICATED AT A.F.F. DIMENSION, WHICH IS THE I STUB -OUT ABOVE THE FINISHED FLOOR. ANY SERVICE WHICH MUST COME FROM ABOVE () ..........JUNCTION BOX (J8) W •••••..•.•WATTS CEILING THE CEILING OR UP FROM BELOW THE SLAB SHALL BE SO INDICATED ON THE DRAWING. O ....,,....HEATING ELEMENT OR POWER 0 .......... PHASE 03. ALL DIMENSIONS ARE FROM FINISH FACE OF WALLS OR CENTER LINE OF COLUMNS. O .,..,...,.FLOOR RECEPTACLE AS NOTED DFA.......... DOWN FROM ABOVE Q 1/2" RIGID NIPPLE (LENGTH AS REQUIRED) 04. FABRICATED EQUIPMENT CONTAINING A BREAKER PANEL OR EQUIPMENT INDICATED SO, tt ® ..........SPECWL OUTLET AS NOTED $� ,,,,,,,,STUB UP ABOVE FINISH FLOOR INSTALLER OF LIGHT FIXTURE TO WIRE SHALL BE PRE -WIRED BY THE FABRICATOR, READY FOR FIELD CONNECTION BY THE FIXTURE AND FILL NIPPLE WITH URETHANE 4 ........,.MOTOR OUTLET HP ..........HORSEPOWER DOUBLE TUBE VAPOR PROOF FOAM TO PREVENT PASSAGE OF AIR. ELECTRICAL CONTRACTOR. ® ..........SOLENOID OR CONTROL CIRCUIT KW .......... KILOWATTS FLUORESCENT LIGHT FIXTURE. 05. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES, STARTERS, .......... 51NGL E POWER OUTLET AS NOTED SW ..........SWITCH AS NOTED DISCONNECTS, ETC. FOR ALL EQUIPMENT UNLESS OTHERWISE NOTED, ALL DISONNECTS ,,...,.,,.CONVENIENCE OUTLET, TWO CIRCUIT, SP ,SWITCH AND PILOT LIGHT WALK-IN LIGHT DETAIL AND/OR LOCK -OUT DEVICES, STATERS, ETC. TO MEET N.E.C. AND O.S.HA. 120/208V/lp, 3 WIRE OR AS NOTED """" STANDARDS. -k�- .,,.,..,,,LIGHT INDICATION BTF.......... BBRRAANICNH TOFIIXETCURF�FURNISH �'\E02 NO SCALE / �� 4 EPTACLES SHALL BE GROUNDED PER N.E.C. AND O.S.H.A. REQUIREMENTS. © ,.....,.,,CONDUIT AS NOTED BTC.......... BRANCH TO CONNEEPPc1ION POINT -_��� / 0 1 ELE ICAL CONTRACTOR TO PROVIDE CONTROL WIRING AND ELECTRICAL SERVICE FOR AND CONNECT TO EQUIPMENT I 7 REM TE REFRIGERATION SYSTEMS FOR WALK-IN VAULTS AND ICE MACHINES, © ....DISCONNECTPMELBOARD AFF ......... ABOVE FINISH FL R LOCATIONS FOR ELECTRICAL SERVICE TO BE COORDINATED WITH ELECTRICAL ENGINEER. ......DISCONNECT SWITCH EL ..........ELEVATION ABOVE FINISH FLOOR I O8� WHj OUTLET'S ARE INDICATED, IT SHALL BE ASSUMED THAT ATTACHED CORD AND / I \ PLU SET IS STANDARD WITH EQUIPMENT, UNLESS OTHERWISE NOTED. / TYPICAL DUPLEX ISOLATED GROUND RECEPTACLE f w RECEPTACLE NEUTRAL TERMINAL RACEWAY des 1 � r-IG � �) J� Z RECEPTACLE GROUND TERMINAL BOND EQUIPMENT GROUND CONDUCTOR TO OUTLET BOX TYPICAL BRANCH CIRCUIT PANELBOARD WITH ISOLATED GROUND BUS AND EQUIPMENT PANEL - GROUND BUS. DIST. PANEL ISOLATED GROUND CONDUCTOR TO BE SAME SIZE AS EQUIP, GROUND RACEWAY r K G N r NEUTRAL S I G ...� I NEUTRAL y ` I I IG I �\ 0 Gam; BONDING JUMPER - TYPICAL ISOLATED GROUND BRANCH CIRCUIT -PHASE ISOLATED GROUND CONDUCTORS NOT SHOWN BUS INSULATED FROM PANEL BOARD ENCLOSURE 02 TYPICAL ISOLATED GROUND SYSTEM E C. TO INSTALL DOOR "I tNALY MICRO SWITCH ELECTRICAL LEGEND F._ FLY FAN. 0 00 01 I I 01. 208V-60-3PH-30.0 AMP, J-BOX, EL. 5'-0" A.F.F., B.T.C. ON DISHWASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT, 4-- " �_ _- _ _ _ _ - , � _. __ _ ___ _._ ^_ . .-- , . � , ' � -- -,_ � � � � _ _ _ __ � � __ -_ I _ AND PROVIDE QUICK DISCONNECT SWITCHING WHERE REQUIRED BY PREVAILING CODES). __ K- - r - - 9 __ - - •-._. i I ...._..-_....__........ ,_....__., _,...._...._....._......_ ...... .........._ -..... _...._............_ ...._ ....... _.... �`"A - - - - jlIl r- ______! -�± Ir-�=___- -�I _ �'^ � j _ .___ ............_ ....._ ........... ..._. ,._ ...__ .........._......_ ._...._... __.....,. __._ ..._........... _.. 02. 120V 60 1PH 10.0 AMP, D.C.O., EL. 5' 0" A.F.F., FOR DISH WASHER DETERGENT SYSTEM. K-23 -- 16 II±±±L____�460 ___-�± �. ! _-. ' 03. 120V-60-1PH-5.1 AMP, J-BOX, EL. 8'-0" A.F.F., B.T.C., D.F.A., THROUGH DOOR ACTIVATED MICRO SWITCH, ON WALL MOUNTED FLY FAN. lJll--------__.___ 1 K-21'+•- 16 � + ' ' � --� r a � I MECHANICAL - K-2/41'6 I �2 i - K-31 �.__ I I I 04. 120V-60-lPH-15.0 AMP, (RATED), R.C.O., EL. 14" A.F.F., FOR CONVENIENCE OUTLET. � � r q �_ I I ��\ _ 05. 120V-60-1 PH-8,7 AMP, J-BOX, EL. 10'-0" A.F.F., B.T.C. ON COOLER BLOWER COIL. (ALL PENETRATIONS AND CONDUIT ARE TO BE SEALED K 0� �'� , -�I I 25 0 F E C F_; ; L. L AIR TIGHT). FIREWOOD ; 06. SPARE NUMBER. MEN STORAGE : I 07. 120V-60-1 PH-900 WATT, J-BOX, EL101 -0" A.F.F., B.T.C. ON COOLER VAULT DOOR HEATER & LIGHTING CIRCUIT. (E.C. TO MOUNT 48" 04 17 K-20/22 , i I VAPOR PROOF LIGHT FIXTURE, SHIPPED LOOSE FROM THE MANUFACTURER, SEE DETAIL THIS SHEET). 10 05 07 HEN -251 w 08. 120V-60-1 PH-15.0 AMP, (RATED), D.C.O., EL. 4 -2 A,F,F„ FOR 7.5 AMP SLICER. 09. 120V 60 1 PH 10.9 AMP, D.C.O., EL. 14 A.F.F., FOR REACH IN FREEZER. 15 14 r _ ..... r ,�,,ti, _.._: K-7. _..... .._. ,. -� icy .,.._. ...... ._.._ .._ _ ._. 10. 120V-60-1PH-15.0 AMP, (RATED), D.C.O., EL. 4'-2" A.F.F., FOR CONVENIENCE OUTLET. h� V I t� t --- K-27 " I I r I' I , I I , I I 11. 208V-60-1 PH-2.7 H.P.M., J-BOX, EL. 36 A.F.F., B.T.C. ON 60 QT. MIXER. �-Y i ixmx/ / i II I 20 i,;....__ WOMEN I l K-61 , 1 , I I I 21 K-35 i 12. 208V-60-1 PH-11.0 K.W., S.C.O., EL. 24" A.F.F., FOR ELCTRIC FULL SIZE CONVECTION OVEN. (E.C. TO PROVIDE AND INSTALL CORD & CB13 - ' -- _, . . . ____ . . . _.____ . ._._. II CAP). - - - " 13. 120V 60 1 PH-2.0 AMP, J BOX, EL. 24 A.F.F., B.T.C. ON PIZZA OVEN. C 14. 208V 23OV-60-1PH-30.0 AMP, J-BOX EL. 7'-0" A.F.F. B.T.C. ON ICE MAKER HEAD. REMOTE "ROOF TOP" REFRIG. / ' UNIT FOR COOLER VAULT, VERIFY i`��� ��15. CONTROL CIRCUIT J-BOX, EL. 7'-0" A.F.F., E.C. TO ROUTE CONTROL WIRE/POWER SUPPLY FROM ICE MAKER HEAD, UP TO REMOTE AIR LOCATION WITH ARCHITECTURAL I _ :'''.,t' `� I COOLED REFRIGERATION UNIT ON THE BUILDING ROOF. (VERIFY ROOF LOCATION WITH ARCH. DRAWINGS). DRAWINGS. �` � K-17 K-12/14 ON,).K-68 CENTER LINE OF I - 12 MULTIPLE STUB -UPS. (ON) K-68 _...... __ .............. _....._........_..,........._ .._................_..._.,......:.,-'_...../.._....._...... 16 120V 60 lPH 10 0 AM D.C.O., EL 6' 0" -•� $� 04 _... __,_ ..._.....__ _..........._........_ .. - - - P, ..0., A.F.F., FOR SODA SYSTEM CARBONATOR. r-_-- K-wc / ��' I I D I S P L C O O K I N G I _ -� :... _....,.... _._ :, ........ . _,... I' 26 24 23 _... _......_..._._ ....._ ._....._.,._ ...,.... ...._... __. 17. 208V-60-1 PH-20.0 AMP, S.C.O., EL. 4'-2" A.F.F., FOR COFFEE BREWER. (E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED -- r I I �-- -41 ! `� !EQUIPMENT). REMOTE 'ROOF TOP" REFRIG. rI 111 K 71 - ' r ; ' 18. 120V-60-1 PH-20.0 AMP, D.C.O., EL. 4'-2" A.F.F., FOR TEA BREWER. (E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED I I , �! EQUIPMENT). UNIT FOR ICE MAKER. VERIFY LOCATION WITH ARCHITECTURAL =____-_ oRAwINGs., _- - � af'I I 19. 120V-60-1PH-10.0 AMP, D.C.O., EL. 14" A.F.F., FOR SODA/ICE DISP'R. �K_ 80 411 20. CONTROL CIRCUIT J BOX EL. 4 -2 A.F.F. E.C. TO ROUTE CONDUIT FROM J BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL �I r WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. __�='==rl I i \` 31 42 K'-13 37 3fi 35 w :, : - `::y::::..; : :v::.= Q Y..... 29 S �`'... lj" ± I 21. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 4'-2" A.F.F., FOR P.O.S. REGISTER. LII'_ i �l 15 I _� , _ 1 1 I I i1, 22. - -1 PH-300 WATT, J-BOX, EL. 5 -0 A.F.F., B.T.C. ON E.C. FURNISHED LIGHT TRAC MOUNTED TO UNDER SIDE 0 .._.._ F 0/HEAD Ij:'. r, CABINETS. D CENTERLINE F .... ...... - .......... „ ....... ............ _ .,......_ ....,. ..._ ._..., ...... ..... . .>1T, _ _ MULTIPLE STUB -UPS. II r I r_........._.. ,._.�I...,, ..�;:,' 11 23. CIRCUIT. J-BOX, EL. 10 A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR III I 32 7 ` - I CONTROL 11 I I i �� I i i j' i �:. f''" I � _.- I . i r--:.':'-.�_.-,�-'--:,---.-,_,-�:;'-:; ; ; ':,--;�.,. -„��.� ;;,,,�..;;;�,,� ' •., , :�,,,, ,, ,; • ,. ; CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. I t c ! .. I __�` `-_- { I .....,..._. 3 '!" - � ;rY'• I A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O., FOR ORDER PRINTER. ��K 48 24. 120V-60-IPH-15.0 AMP, (ISOLATED/DEDICATED), J-BOX, EL. 18 25. 120V-60-1PH-20.0 AMP F-PO J-BOX EL, 24" A.F.F. FOR A V SYSTEM. It--=- 39 �.. PATIO n........_._...__._-....._._....._.... -' 26, 120V-60-1PH-20.0 AMP, J-BOX, EL. 26" A.F.F., B.T.C. ON PRE -WIRED J-BOX IN FIXTURE BASE FOR MAIN SET COUNTER REFRIGERATION _ i i _....... ............ -_ I SYSTEM. K-55 K 57 BAR _ �' f; ;.. K-52 K-44 K-40 ,^ _,,...,.,.,•._....._•_ I' _.....__..:._..., r .....�..,... :.:_, ' 27. 120V-60-1 " ram,-�, Ilk( -` �w......-`i`� PH 2.0 AMP, S.U. 4 A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ICE CREAM FREEZER. r i I� I_u_.L�� _ A / n I 28. CONTROL CIRCUIT S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM S.U. BACK TO OFFICE AREA FOR P.O.S. �F Xd� PRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA 'J t ! , 1 -"" WITH OWNER i , .1 , ; + I I I , ;------ DINING ; : .., 29. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), S.U. 4 A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ORDER PRINTER. _..,......_......... _.,.........., , - �,, i J t � �;.ti ,F;✓' ;'+, ' �1 i _! It i _.,_..._., _.... , j j :::_::-:: _�. -., v., •,.__ _, f` 1 i I 30. 208V-60-1 PH-800 WATT, J-BOX, EL. 26 A.F.F., B.T.C. ON HEAT STRIP. 31. 120V-60-lPH-14.0 AMP, S.U. 4 A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR REFRIGERATED PIZZA PREP. UNIT. • i..`,,._._....,._._.....•.al.,,..-.....;:�� � ? I 32. 120V-60-1PH-5,7 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR BACK BAR REFRIGERATOR. E _ _ _ _ _ __ _ _ ___ _ =� i........,.•....... - ;,,' 4; '' ' ; j I 33. CONTROL CIRCUIT J-BOX EL. 16" A.F.F. E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL _.._...,_,._�..........,......, _reel _..... _ .__........ i - j ! I WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. K-31- I:.:.:-:::::'.- i ' (SHOWN AT TWO LOCATIONS). 33 i j I i IIi f i I 1; 34. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 16" A.F.F., FOR P.O.S'. REGISTER. (SHOWN AT TWO LOCATIONS). I � 7 . . F ... �{ 35. CONTROL CIRCUIT J-BOX, EL. 42 , RV PRINTER A.F.F. E.C. TO ROUTE CONDUIT FROM J BOX BACK TO OFFICE AREA FOR SERVICE BAR P IN R -- WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL E.C.- ' �' 'r•._._....._.. _..._. _ . _.._...... •-...__......_ .........___ .._.... ,._... _...._ ._...._ _.......__......_ _..._...__...._......._.. ... .......,,..__ ._....,..._..... z CONTROL SYS R H REQU N L WIRE E TO VERIFY STUB OUT LOCATIONS IN OFFICE AREA WITH 34 _ 41 OWNER. _._......__.......... _................_..._... _.._..._ ._. K 32 r I 36. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 42" A.F.F., FOR SERVICE BAR PRINTER. i - I I G � " " G� 37. 120V-60-lPH-15.0 AMP, (RATED), D.C.O., EL, 12 A.F.F., FOR CONVENIENCE OUTLET. Ic I i E Ii 38 120V 60 1 PH 5 8 AMP, D C 0. EL 14 A.F.F., FOR MUG FROSTER - T I DINING 39. 120V-60-lPH-8.5 AMP, D.C.O., EL. 14" A.F.F., FOR KEG COOLER. I � 33- - 34; ..-........j ( 30 _. I j I WAITING 40. CONTROL CIRCUIT J-BOX, EL. 18" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR PPRINTER CONTROL WIRE. n P O S SYSTEM URVEYOR T ClS RE UIRED COT 0 TO P 0 RNI H N R L WIRE E C VE IFY S B U LOC TIN Cr C PRIMARY CIRCUIT EQUIPMENT GROUND __ ,._..,.._........__,....__.............._........__........_.,_...,......,._.._..._......_..... _....._..,.._..._,_.......-.__...._._.,._.........._....,. _....... _.......__...-.._..._..__.- _ t.............. r I 1 I �...�_.•,._.......,...__ Y ._......._........, r r .._..._.,..^.r _........_.......� ...,.._._.......i..L...l.. ... Q .. R TU 0 T A 0 S IN 0 I E AREA WITH OWNER. i �. ,;... i I 1 I I �.. I .. of I I ''I 1 i�I �I i!• i iil i ! .. '�E 41. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 18" A.F.F., FOR ORDER PRINTER, i �P'''�•���••' ��� ENTRY i � 1, 1 . , jw� ;* ! ' 42. 120V-60-1 PH-500 WATT, / J-BOX EL. 10 -0 A.F.F. B T.C. D F.A ON E.C. FURNISHED LIGHT TRAC ON UNDER SIDE OF COPPER SHELF. ••..................... �.......SHUJI,OKUDA I I i l ' i ! I I ! A.F.F., B.T.C. ON GLASS WASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT). 1��,•.54327 -'43. 120V-60-lPH-20.0 AMP, J-BOX, EL12 0-_ . _ . - _. _ . . . . . . . - . . . . . _ . _ . _ �•�•�� 44. 208V/ 23OV-60-3 PH-1 1/2 H.P.M., ROOF STUB, B.T.C., THROUGH QUICK DISCONNECT, ON COOLER VAULT REMOTE REFRIGERATION UNIT. pp I I I (VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS). . . ____ . ____ . - . . . _ . __ __ _ - . . . . _____ . _ . ____ . _____ _ - _ ----, __ _ ___ ,- _ /�� `` . _ . THE SEO IYY_I IMF o, FLOOR FLAN - POWER L :a1641 16 ON TNI$ ';54 I7 ON 16, 2007 V_ M N 0 r` W Lei- LiJ N (f J d O w LL.I U Lv Mto C o W DO C v- LIJ !.-1� V 4 v Q W_ z 0 an d' U� w W z W n n­, CD JOB NO.061 q REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET E3 Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 1W. 2 Northwest Highway Tel (214) 350-6497 Suite 03, Lock Box 30 Fax (214) 350-647 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #543327 ON FEBRLM 16, 2007 Dallas, Texas 75220 SAI Job No 06062 r� i TIMESWITCH 'TCA' TORK OR EQUAL 7 DAY MOM. CONTACT TIME CONTROL #1800 SERIES. MOMENTARY PULSE OF 6 SECONDS OCCURRING AT ALL DIAL SETTINGS. NEMA-3R ENCLOSURE TELEPHONE-- NEW BOARD 21X61X3/4" BACKBOARDF��71 MDP-6 7 P.E. CELL AT +611 " MDP-i I M I--- ABOVE ROOF FACING NORTH Lp Cal C MDP-5 _ 'TCA' __ RED 3#14 TNNN-1/2"C. 120V. FI t C 1 I — 0 BUSH ALL I � PAELDIMDIMMER PANEL PANEL / PANEL WHITC FINISHED GRADE L ,D, K MDP O � 1 2 3 4 5 6 0 BLACK INTERIOR EXTERIOR n LL-q CA' I ON LATCHING I CONTACTS OFF L-11 (EXTERIOR WALL SCONCES) 5 I 12 I L-13 v (EXTERIOR WALL SCONCES) �I� L-15 I 14 I (RECESSED CAN LIGHT) AC L-19 LINE s �I- s FIRESIDE SIGN I I �I� L-21 6 I (FIRESIDE SIGN) L-2 7 I (TEF-1) S SPARE I 8 I >� SPARE q I >� SPARE 0 S IF SPARE L__� CONTACTOR 'CA' (PARKING LOT, 51-W. FLOOD AND DECOR LIGHTS) ASCO #q20 SERIES (OR EQUIVALENT) MULTI -POLE, MECHANICALLY -HELD LIGHTING CONTACTOR, WITH ASCO #440 3-WIRE CONTROL MODULE IN NEMA 3R ENCLOSURE. (# OF NORMALLY- OPEN 2OA-RATED CONTACTS AS SHOWN), NOTE, A. WIRING 15 DIAGRAMATICAL; NEUTRALS AND GROUNDS NOT SHOWN FOR CLARITY B. CONTRACTOR SHALL INSTALL EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECS/ RECOMENDATIONS AND NEC HOMERUN THROUGH PHOTOCELL 'ON' - TIMECLOCK 'OFF' EXTERIOR LIGHTING CONTROL. PHOTOCELL TO BE MOUNTED AT ROOFLINE, FACING NORTH, MOUNT IN WEATHERPROOF ENCLOSURE WITH LOCKABLE COVER. SEE EXTERIOR LIGHTING CONTROL DIAGRAM THIS SWEET. CONTROL SEQUENCE SHALL BE AS FOLLOWS: AT 4.30 P.M. TIMECLOCK SHALL TURN 'ON', ENABLING PHOTOCELL TO SWITCH 'ON' LIGHTS THRU CONTACTOR AT DUSK. TIMECLOCK SHALL TURN 'OFF' LIGHTS AT A TIME TO BE DETERMINED BY OWNER. a, INTERIOR LIGHTING CONTROL DIAGRAM ) SCALE: N.T.S. C) S TELEPHONE SYSTEM RISER DIAGRAM TELEPHONE RISER NOTES BY SYMBOL ONEW 2-4'C. CONNECT TO EXISTING 2-4"C. TO PROPERTY LINE. REFER SHEET MEP1. U2 #6G. CU TO GROUND CONDUCTOR TO SERVICE GROUND. FIRE ALARM BELL PER AHJ. (TYPICAL) �J SMOKE DETECTORS PER AHJ. (TYPICAL) FIRE ALARM CONTROL PANEL t6':--MANUAL PULL STATION (TYPICAL) WATERFLOW AND TAMPER SWITCHES (TYPICAL) 03 FIRE PROTECTION SYSTEM SCHEMATIC ) SCALE: N.T.S. FIRE SPRINKLER SYSTEM MONITORING GENERAL NOTES: A, PROVIDE FLOW AND TAMPER SWITCHES ON FIRE SPRINKLER SYSTEM AS REQUIRED BY SPRINKLER SHOP DRAWINGS. S. FIRE ALARM CONTRACTOR SMALL BE CURRENTLY LICENSED IN THE STATE OF TEXAS AND SUBMIT A COMPLETE FIRE ALARM SUBMITTAL (PLANS, SPECS. ,CUT SHEETS ETC.) WHICH ARE PREPARED BY THE STATE REGISTERED FIRE PROTECTION CONTRACTOR TO AUTHORITY HAVING JURISDICTION FOR APPROVAL. INFORMATION SHALL NOT BE LIMITED TO THE FOLLOWING. -SEQUENCE OF OPERATION -CATALOG CUT SHEETS. -POINT TO POINT DIAGRAM. -HORN,STROBE LIGHTS, MANUAL PULL STATION LAYOUT. -CANDELA OF STROBES. -BATTERY CALCULATIONS INCLUDING TOTAL STANDBY AND ALARM CURRENT. -ANY ADDITIONAL INFORMATION AS REQUIRED BY AHJ, -WATER FLOW, TAMPER SWITCHES. C. CONTRACTOR SMALL PROVIDE ADDITIONAL FIRE ALARM DEVICES PER AHJ AND INCLUDE ALL EXPENSES IN BID TO COMPLETE AN OPERABLE FIRE ALARM SYSTEM AS REQUIRED BY AUTHORITY HAVING JURISDICTION. REFER TO PERFORMANCE SPECIFICATIONS FOR ADDITIONAL INFORMATION. D. PROVIDE THE NUMBER OF ZONES WITH SPARES REQUIRED TO THE FIRE ALARM PANEL TO ACCOMMODATE ALL DEVICES E. CONTRACTOR SMALL FURNISWINSTALL FIRE ALARM DEVICES, SYSTEM COMPONENTS, CONTROL PANEL, WIRING/CONDUITS AND CONTROLS AS REQUIRED AND COMPLETE THE FIRE ALARM SYSTEM PER NFPA 72 AND AUTHORITY HAVING JURISDICTION "AHJ'. FIRE ALARM DEVICES SHALL BE MONITORED FROM AN APPROVED CENTRAL STATION PER AHJ, (DO ry W J L�J TW 1 W z 0 (A V Ld I— U a 3 D � (%� W X o, ELECTRICAL RISER DIAGRAM ) SCALE: N.T.S. ELECTRICAL RISER NOTES BY SYMBOL OPROVIDE NEW CT CAN/METERING EQUIPMENT FOR FIRESIDE AS REQUIRED BY POWER COMPANY. COORDINATE REQUIREMENTS WITH POWER COMPANY BEFORE INSTALLATION. 2 NEW 60OA/3P/600AF FUSED WEATHERPROOF S.E. LABEL MAIN DISCONNECT WITH SERVICE ENTRANCE GROUND PER NEC. 0EXISTING 4-411 ELECTRIC SERVICE CONDUITS TO BUILDING PAD. REF. SHEET MEPI, OCONNECT TO EXISTING 4-4" UNDERGROUND ELECTRIC SERVICE CONDUITS AND EXTEND TO NEW METER/DISCONNECT LOCATION. CAP TWO SPARE CONDUITS ABOVE GRADE. O5 2-SETS (4#350 KCMIL,i#ICU GND. 411C.) ELECTRICAL SERVICE. OINTERIOR LIGHTING CONTROLS (TIMECLOCK 'TCA' AND MULTIPOLE LIGHTING CONTACTOR 'CA') IN LOCKABLE ENCLOSURE. SEE EXTERIOR LIGHTING CONTROL. DIAGRAM 'TCA' ON THIS SWEET. �7 PHOTOCELL ON ROOF FACING NORTH, SLIGHT FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS/ MANUFACTURER NOTES VOLTS Al SURFACE MOUNTED FIXTURE 1.80W VISUALCOMFORT 3 FIXTURES MOUNTED WALLSOONCE NSL2075AN-WG ABOVEMRROR A2 SURFACE MOUNTEDMONOPONTFIXTURE 37WR LITELABNLHD518.2EMB WITH J-BOXMOIRITEDTRA14SFORMER HALOGEN-SNOOTIAILVFWMODUL50 A3 SURFACE MOUNTED MONOPONTFIXTURE 37WIR LITELAB&H0518.2EMB WITH J-BOX MOUNTED TRANSFORMER HALOGEN-SNOOTIA.5WWILVHA-MODUL 50 A4 SURFACE MOUNTED TRACK FIXTURE 30W CAN-TECHCTL91II-LA1816 WITH LA-2060 SOLID STATE OONV ERTOR B1 RECESSED CAN LIGHT 75W R30 HALOOH7T-310 B2 ADJUSTABLE PIN LIGHT 75W12V HALO#H149DT75-1419 MR1S B3 RECESSED CAN LXNHTWRHLENS 80WA19 HALONH7R-70 B4 RECESSEDCAN L13H WALL WASHER 80WA19 HALOORT425 C TX 2' WITH PRISMATIC LENS, (2) 31 WATT 78 LITHONA N PIASTER FLANGE RECESS MTD,120V /FLUOR U-BENT 2SRF-2U31-RN-Al2.I26.120-GEB D UNDERCABNETLIOHT 1.17W LITHONIA02S-17T8.12048 E NCANDESCENTDECORATIVE FIXTURE 100W ABOLRESAD100.7-IMNG120-GAL STYLE A GOOSENECK BRACKET(GBA3-BRZ) F CHANNEL MOUNTED LOW VOLTAGE LIGHT 1WPER LAMP TIVOLI#TWI-CH5.12-24-CH24V G GROUND MOUNTED FLOODLIGHT 30OW MAX HADCO N84-A 120V BULLYTES H GROUND MOUNTED FLOODLIGHT 50WMAX WIDCONBI-A 120V BULLYTES L WALL BRACKET FIXTURE OOW RAS SILVER WITH GUARD VBR100DGS M CEILING MOUTED FIXTURE 80W RAS SLVEX WITH GUARD VCIOODGS X EXIT LIGHT LED INCLUDED SURE-LRBS N SLX-7-0-BATTERY-R-WH EM WALL MOUNTED EMERGENCY FIXTURE 2-6W SURELITES N ML4NC ..~ OF ,.......Ap SHOJI OKUDA ............................. 54327 THE SEAL RING oN THIs DOCUMENT WAS AUT4dORIZED BY )� SMUJI OKUDA, P.E. 54327 ON / FEBRUARY 16, 2001 sAir Engineering Consultants THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 12W. 3, Look Highway Tel (214) 350-6487 Sufis 1203, Loak Box 30 Sfax (214) 350-6497 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #5027 ON FEBRUARY 16, 2007 � Dallas, Texas 75220 � SAI Job No 06062 W W � z U� w W � � Q L� ry CD JOB NO.0619 REVISIONS NO, DATE Q � O M � N O W 00 G � T N Q " ce m W Fn g 1* in �1 DESCRIPTION r' DATE 02-16-2007 SWEET EQUIPMENT LEGEND ELEGTRIOAL 5YMBOL5 LEGEND SY1" 1BOL DESCRIPTION SYMBOL DESCRIPTION CONDUIT Q CEILING JUNCTION BOX CONDUIT IN OR UNDER FLOOR FQ WALL JUNCTION BOX II CONDUIT WITH SWITCH LEG, HOT 4 NEUTRAL 277 VOLT GRID JUNCTION BOX J I COND. HOMERUN TO PANEL-GND, HOT, NEUT. © 120 VOLT GRID JUNCTION BOX COND. HOMERUN-IG, EQMT. CND, HOT, NEUT. a DUPLEX FLOOR RECEPTACLE o CONDUIT STUBBED UP Q 4 QUADRUPLEX FLOOR RECEPTACLE - D-■-' DATA SYSTEM CONDUIT ® TELEPHONE FLOOR OUTLET - T- TELEPHONE SYSTEM CONDUIT ® COMMUNICATION FLOOR OUTLET ® FLOOR OUTLET COMB. POWER/COMM. FLUORESCENT LIGHTING FIXTURE ® 4 QUAD FLOOR OUTLET COMB. PWR./COMM. (D F FLUSH DUPLEX FLOOR RECEPTACLE FLUORESCENT LIGHTING FIXTURE, WALL MTD. Q 4F FLUSH QUADRUPLEX FLOOR RECEPTACLE 0 CEILING LIGHTING FIXTURE 11 F FLUSH TELEPHONE FLOOR OUTLET FO WALL LIGHTING FIXTURE 0 F FLUSH COMMUNICATION FLOOR OUTLET O CEILING LIGHTING FIXTURE - WALL WASHER ® F FLUSH FLOOR OUTLET COMB. PWR/COMM. ® EMERGENCY LIGHTING FIXTURE ® 4F FLUSH QUADRUPLEX FLOOR OUTLET COMBINATION POWER/COMMUNICATION ® EMERGENCY LIGHTING FIXTURE _ FURNITURE/EQUIPMENT CONNECTION ® CEILING LIGHTING FIXTURE -EMERGENCY 0 POWER POLE ® EXIT LIGHT FIXTURE - SINGLE FACE ® MULTI -OUTLET ASSEMBLY I-® WALL EXIT LIGHT FIXTURE - SINGLE FACE WALL SPEAKER ASSEMBLY 8 EXIT LIGHT FIXTURE - DOUBLE FACE ® CEILING SPEAKER ASSEMBLY iml> EMERGENCY BATTERY PACK LIGHT 0 FLOOR MICROPHONE OUTLET -� REMOTE HEAD LIGHT FE WALL MICROPHONE OUTLET LIGHTING TRACK WITH TRACK FIXTURES FE WALL VOLUME CONTROL OUTLET S SINGLE POLE TOGGLE SWITCH © FLOOR TV OUTLET 5p TOGGLE SWITCH WITH PILOT LIGHT His WALL TV OUTLET 93 THREE-WAY TOGGLE SWITCH 43 PROGRAM CLOCK SA FOUR-WAY TOGGLE SWITCH lj� PROGRAM BELL SR RELAY CONTROL SWITCH ® CARD READER SMC MOMENTARY CONTROL SWITCH QD DOOR STRIKE SI'•'1 TOGGLE SWITCH W/THERMAL OVERLOAD H] PUSHBUTTON STATION SK KEY OPERATED SWITCH BUZZER 5T SWITCH WITH TIMER © THERMOSTAT SOC OCCUPANCY SENSOR TOGGLE SWITCH TIME CLOCK D DIMMER SWITCH (600 WATT) I-® PHOTOCELL DIO DIMMER SWITCH (1000 WATT) F[E� EMERGENCY POWER OFF PUSHBUTTON D15 DIMMER SWITCH (1500 WATT) MOTOR CONNECTION 020 DIMMER SWITCH (2000 WATT) DISCONNECT SWITCH CEILING OCCUPANCY SENSOR 0 MAGNETIC MOTOR STARTER Fe WALL OCCUPANCY SENSOR ®-' COMB. MAGNETIC STARTER/DISC SWITCH 4 DUPLEX RECEPTACLE ® TRANSFORMER * DUPLEX RECEPTACLE ABOVE COUNTER J- GROUND CONNECTION :0 GROUND FAULT CIRCUIT INTERRUPTER RCPT. v PANELBOARD :0 IG ISOLATED GROUND DUPLEX RECEPTACLE ® DISTRIBUTION PANEL/SWITCHBOARD QUADRUPLEX RECEPTACLE WIREWAY �c CEILING MOUNTED DUPLEX RECEPTACLE ® SYSTEM BELL --e SIMPLEX RECEPTACLE © INTERCOM (PA) CALL SWITCH ® SPECIAL RECEPTACLE AS NOTED rF75 FLOW SWITCH --D SYSTEM CLOCK T© TAMPER SWITCH TELEPHONE WALL OUTLET vQ FIRE ALARM VISUAL DEVICE d COMMUNICATION WALL OUTLET QQ FIRE ALARM VISUAL NOTIFICATION DEVICE MZ TPS DUPLEX RECEPT.(TOP PLUG SWITCHED) QS D DUCT MOUNTED SMOKE DETECTOR Ir TELEPHONE OUTLET FOR WATER METER CEILING MOUNTED SMOKE DETECTOR SECURITY ALARM KEYPAD ❑F FIRE ALARM PULL STATION 55 SECURITY SYSTEM POWER UNIT OF Q FIRE ALARM AUDIO/VISUAL DEVICE DUAL DATA/TELE RECEPTACLES (SERVED A TIONALACOAX TERY WP FIRE ALARM HORN/STROBE UNIT (FOR EXTERIOR VEHICULAR ALERT) d WITH OPBY CABLE CONNECTION (SEE DETAIL THIS SHEET) © HEAT DETECTOR NOTE= NOT ALL SYMBOLS USED - REFER TO FLOOR PLANS SYMBOLS LE NV 6ENERAL N01E5 1. COORDINATE LOCATIONS OF SMOKE DETECTORS - 18" AWAY FROM R.A. GRILLES OR AS REQUIRED BY MFG. 2. MOUNT RECEPTACLE OUTLETS FOR WASHERS AND DRYERS AT 36" ABOVE FIN15HED FLOOR. 3. MOUNT RECEPTACLES FOR MICROWAVES AT 0-6" OR AS OTHERWISE DIRECTED. 01. 48" FLY FAN - ONE(1) REQ'D. 02. CHEMICAL SHELVING - ONE(1) SECTION REQ'D. 03. FLOOR TYPE MOP SINK - ONE(1) REQ'D. 04. WALL MOUNT FAUCET W/HOSE BIBB - ONE(1) REQ'D. 05. DOUBLE WALL SHELVES - ONE(1) SET REQ'D. 06. S/S END CAPS & CORNER GUARDS - ONE(1) LOT REQ'D. 07. 0/HEAD WIRE SHELVING - ONE(1) LOT REQ'D. 08. WOOD STORAGE DUNNAGE RACKS - TWO(2) REQ'D. 09, DOUBLE SWING DOOR SET - ONE(1)SET REQ'D. 10. COPPER CLADDING FOR SWING DOORS - ONE(1) SET REQ'D. 11. DUNNAGE RACK - ONE(1) REQ'D. 12. CLEAN DISH TABLE W/EXTENDED RACK SHELF - ONE(1) REQ'D. 13. DISHWASHER - ONE(1) REQ'D., (LEASED) 14, SOILED DISH TABLE W/DOUBLE RACK SHELF & DUMP SINK - ONE(1) REQ'D. 15, POT SINK UNIT WITH WALL MOUNTED POT RACK - ONE(1) REQ'D. 16. S/S HAND SINK - ONE(1) REQ'D. 17. WIRE STORAGE SHELVING - FOUR(4) SECTIONS REQ'D. 18. SLICER - ONE(1) REQ'D. 19. UP-RIGHT/REACH IN FREEZER - ONE(1) REQ'D. 20. PREP. TABLE W/DOUBLE WALL SHELVES - ONE(1) REQ'D. 21. 6'-0* BAKER'S TABLE - ONE(1) REQ'D. 22. MOBILE INGREDIENT BINS - FOUR(4) REQ'D. 23. 60 QT, FLOOR TYPE MIXER - ONE(1) REQ'D. 24. MOBILE SHEET PAN RACKS - FOUR(4) REQ'D. 25. ELECTRIC SINGLE CONVECTION OVEN W/STAND- ONE(1) REQ'D, 26. OFFICE DESK WITH 0/HEAD CABINETS - ONE(1) REQ'D. 27, S/S WALL PANEL AT OVEN - ONE(1) LOT REQ'D. 28. WALK-IN COOLER VAULT - ONE(1) REQ'D. 29. S/S COOLER VAULT TRIM - ONE(1) LOT REQ'D. 30. COOLER SHELVING - FIVE(5) SECTIONS REQ'D. 31. REMOTE, AIR COOLED ICE MACHINE W/BIN - ONE(1) REQ'D. (LEASED). 32. S/S FLOOR TROUGH W/CHEM-GRATE - ONE(1) REQ'D. 33. BAG-N-BOX SODA RACK & CARBONATORS - ONE(1) REQ'D. (BY PURVEYOR). 34. COFFEE BREWER - ONE(1) REQ'D. (BY PURVEYOR). 35. TEA BREWER/DISPENSER - ONE(1) REQ'D. (BY PURVEYOR). 36. SODA/ICE UNIT W/WATER DISP'R. - ONE(1) REQ'D. (BY PURVEYOR). 37. SUPPORT COUNTER - ONE(1) REQ'D. 38. 0/HEAD CABINETS, (NO DOORS) - ONE(1) SET REQ'D. 39. P.O.S. REGISTERS - TWO(2) REQ'D. 40. MAIN PIZZA OVEN - ONE(1) REQ'D. 41. COPPER DROP SHELF - ONE(1) REQ'D. 42, WALL MOUNT PIZZA PADDLE RACKS - TWO(2) REQ'D. 43. APPS. PIZZA OVEN - ONE(1) REQ'D. 44. COPPER DROP SHELF & COPPER WALL INSERTS - ONE(1) SET REQ'D. 45. ENTREE PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 46. MAIN SET • COUNTER - ONE(1) REQ'D, 47. VENTED ACCESS DOOR SETS - TWO(2) SETS REQ'D, 48. REFRIG. PIZZA MAKE TABLE - ONE(1) REQ'D. 49. CHEST TYPE ICE CREAM FREEZER - ONE(1) REQ'D. 50. DIPPER WELL - ONE(1) REQ'D. ENCLOSURE DIMENSION: 24"W X 48"H X 5.75"D FIE-1 51. DUNNAGE RACK - ONE(1) REQ'D. 52. CANTED TOMATO RACK - ONE(1) REQ'D. 53. 0/HEAD SHELF W/TICKET RAILS - ONE(1) REQ'D. 54. SPARE NUMBER. 55. EXPO COUNTER - ONE(1) REQ'D. 56. WINE/BEER DISPLAY REFRIG. - THREE(3) REQ'D. 57. APPS. PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 58. 0/HEAD STEMWARE RACKS - TWO(2) REQ'D. 59. SPARE NUMBER. 60. -TO GO"/BACK COUNTER - ONE(1) REQ'D. 61. HOSTESS STAND - ONE(1) REQ'D. 62. 18' DRAIN BOARD UNIT W/CABINET BASE - ONE(1) REQ'D. 63. GLASS WASHER - ONE(1) REQ'D. (LEASED). 64. 12" STAIR -STEP LIQUOR DISPLAY - ONE(1) REQ'D. 65. SODA GUNS - TWO(2) REQ'D. (BY PURVEYOR). 66. 36" JOCKEY BOX W/DOUBLE SPEED RAIL - ONE(1) REQ'D. 67. 12" SINK UNIT - TWO(2) REQ'D. 68. S/S REGISTER STAND - ONE(1) REQ'D. 69. P.O.S. REGISTERS - THREE(3) REQ'D, 70. 24" MUG FROSTER - ONE(1) REQ'D. 71, THREE KEG COOLER - ONE(1) REQ'D. 72. BRASS BEER TOWER W/DRAINER - ONE(1) REQ'D. (BY PURVEYOR). 73. 12" DRAIN BOARD UNIT - ONE(1) REQ'D. 74. COPPER BAR TOP DRAINER - ONE(1) REQ'D. 75. SERVICE BAR PRINTER W/SUPPORT BRK'T - ONE(1) REQ'D. 76. 30" DRAIN BOARD W/OPEN CABINET BASE - ONE(1) REQ'D. 77. 42" JOCKEY STATION WITH 66" DOUBLE RAIL - ONE(1) REQ'D, 78. COPPER WALL PANEL (COLUMN & HEADER) - ONE(1) LOT REQ'D. 79. COPPER BAR TOP - ONE(1) REQ'D. (SUB TOP BY G.C.) 80. SOLID SURFACE EXPO COUNTER TOP - ONE(1) REQ'D. 81, COPPER POUR RAIL FOR BAR TOP - ONE(1) REQ'D. 82. DINING AREA SUPPORT COUNTER - ONE(1) REQ'D. 83. 24" DRAIN BOARD W/CABINET BASE - ONE(1)REQ'D. COVER DIMENSION: 26"W X 50"H • • d • • • STAR BRITE 16 DIMMING SYSTEM CONTROL DETAIL GENERAL NOTES: 1. INFORMATION SHOWN ON THIS DETAIL IS DIAGRAMMATIC ONLY. VERIFY EXACT PART NUMBER OF EACH COMPONENT AND ALL NECESSARY MATERIALS, AS REQUIRED FOR AN OPERABLE MARLIN CONTROLS DIMMING SYSTEM, WITH MANUFACTURER PRIOR TO BID, CONTACT tech@madlncontrole.com OR (214) 552-5700 FOR TECHNICAL SUPPORT. 2. 120 / 208 VAC, 3-PHRASE, 4-WIRES, M.L.O, 3. RUN SEPARATE NEUTRAL PER CIRCUIT TO THE DIMMER CABINET. 4. LOW -VOLTAGE WIRING SHALL BE MINIMUM 20 AWO SHIELDED CABLE, BELDEN # 9402. 5. BREAKERS - ONE 20 AMP PRIMARY BREAKER (RATED 10,000 AIC) PER DIMMER. aDIMMING SYSTEM CONTROL DETAIL D PANEL 'MDP' NEMA 3R MOUNTING: SURFACE SERVICE 120/208V., 3-PH, 3-W, & EQUIP. GRD. IC: 42,000 AMPS, RMS, SYM. MAINS: 600 AMPS, MLO C CCT A SERVES KVA AMPS FRAME TRIP FEEDER / REMARKS ry NO. T LJ 1 G PANEL'K 75.9 210.6 225/3 225A 4#4/0 CU., 1#3 CU. GRD., 2-1/2"C. 2 C RTU-1 12.1 48.6 100/3 60A 3#8 CU., 1#10 CU. GRD., VC. *'J t'-- 3 C RTU-2 12.1 48.6 100/3 60A 3#8 CU., 1#10 CU. GRD., 111C. w U 4 C RTU-3 12.1 48.6 100/3 60A 3#8 CU., 1#10 CU. GRD., 1"C. 5 L PANEL'D 7.2 20.0 100/3 100A 4#3 CU., 1#8 CU. GRD., 1-1/4"C. 6 G PANEL'L 30.7 85.1 100/3 100A 4#3 CU., 1#8 CU. GRD., 1-1/4"C. 7 G DOM. WTR. BOOSTER 13.6 38.0 100/3 50A 3#8 CU., 1#10 CU. GRD., 3/4"C. 8 SPACE U 9 SPACE 10 SPACE W 11 SPACE Q 12 SPACE z 13 14 15 LIGHTS REC GEN DATA MTRS LGSTMTR COOLING HEATING KITCHEN OTHER SPARE TOTALS CONNECTED KVA 7 0 120 0 0 0 36 0 0 0 0 163.7 KVA 0 DESIGN FACTOR 1.25 NEC 1.0 0.0 1.0 0.25 1.0 0.0 0 0.0 1.0 459.4 AMPS DESIGN KVA 9 0 120 0 0 0 36 0 0 0 0 166.E KVA PANEL L SECTION 1 OF 1 IC: 10,000 AMPS, RMS, SYM. SURFACE MOUNTED SERVICE 120/208V., 3-PH, 4-W, & EQUIP. GRD. MAINS: 100 AMPS, MLO C AMPS A AMPS C FEEDER CCT A REMARKS LOAD VOLT-AMPERES & B & LOAD VOLT-AMPERES REMARKS A CCT FEEDER NO. T A B C POLES C POLES A B C T NO. 2412,1#12G., 3/4'C. 1 R RECEPTACLES 1080 20/1 * 20/1 200 TEF-1 M 2 2412, 1#12G., 31400. 2412,1#12G., 3/4'C. 3 R RECEPTACLES 600 2011 * 2011 1000 EXHAUST FANS M 4 2-012, V12G., 314-C. 2412, 1#12G., 314'C• 5 R RECEPTACLES 200 2011 * 2011 1000 RECEP ROOF R 6 2412,1#12G., 314'C. 2412,1#12G., 314'0. 7 R TELE QUAD 200 2011 * 20/1 1000 RECEP ROOF R 8 2412,1#12G., 314-C. 2412, 1#12G., 31CC. 9 G TIME CLOCK 200 20/1 * 2011 1000 RECEP ROOF R 10 2412, 1#12G., 314-C. 2412, 1#12G•, 314'C. 11 L LIGHTS 800 20/1 * 20/1 200 WATER HEATER G 12 2412,1#12G., 314-C. 2412, 1#12G., TeC. 13 L LIGHTS 800 2011 * 20/1 200 FIRE PROTECTION G 14 2412,1#12G., 314-C. 2412, V12G., 314'C. 15 L LIGHTS 120 20/1 * 2011 400 CP-1 M 16 2412,1#12G., 314C. 2412, 1#12G., 31VC. 17 L LIGHTS 956 20/1 * 20/1 400 CP-1 M 18 2412, 1#12G•, 314-C. 2412, 1#12G., 314'C. 19 L BLD SIGN 1000 20/1 * 20/1 1220 EXTERIOR LIGHTS L 20 2412,102G., 314-C. 2412, 1#12G., 31fC. 21 L BLD SIGN 1000 20/1 * 20/1 1220 EXTERIOR LIGHTS L 22 2412,1#12G•, 314'C. 2412,1#12G., 31CC• 23 G OUTDOOR HEATER 700 20/1 * 20/1 1220 EXTERIOR LIGHTS L 24 2412,1#12G., 310C. 2412,1012G•, 31CC. 25 G MISTING FAN 1394 2011 * 2011 1220 EXTERIOR LIGHTS L 26 2412,1#12G., 314-C• 241Z 1#12G•, 3/4'C. 27 G MISTING FAN 1394 20/1 * 2011 1220 EXTERIOR LIGHTS L 28 2412,1#12G., 314-C. 2412, 1#12G., 3/4'C. 29 G MISTING PUMP 1780 20/1 * 20/1 800 SPARE S 30 31 S SPARE 800 20/1 * 20/1 800 SPARE S 32 33 . S SPARE 800 20/1 * 2011 800 SPARE S 34 35 SPACE ONLY * SPACE ONLY 36 37 SPACE ONLY * SPACE ONLY 38 39 SPACE ONLY * SPACE ONLY 40 41 SPACE ONLY * SPACE ONLY 42 / 1 LIGHTS REC GEN DATA MTRS LGSTMTR COOLING HEATING KITCHEN OTHER SPARE TOT / ^ (JAL8 J CONNECTED VA 1 10776 5080 5868 0 2000 1000 0 0 0 0 4000 27.7 KVA v J DESIGN FACTOR 1.25 NEC 1.0 0.0 1.0 0.25 0.0 0.0 0 0.0 1.0 85.1 AMPS DESIGN VA 13470 5080 5868 0 2000 250 0 0 0 0 40M 30.7 KVA I I I X 0- PANEL K SECTION 1 OF 2 IC: 42,000 AMPS, RMS, SYM. MOUNTING: RECESSED SERVICE 120/208V., 3-PH, 4-W, EQUIP. GRD. & ISO. GRD. MAINS: 225 AMPS , MLO C AMPS 'A AMPS C W Lj FEEDER ITEM CCT A REMARKS LOAD VOLT-AMPERES & B & LOAD VOLT-AMPERES REMARKS A CCT ITEM FEEDER NO. NO. T A B C POLES C POLES A B C T NO. NO. 2412; 1012G., 314'C. 2 1 K DETERGENT SYS 1200 20/1 4013 2080 DISH WASHER K 2 1 3-08,1#10G., 314-C. 2412,1#12G., 314'C. 3 3 K FLY FAN 2412,1012G., 3/4'C. 5 5 K COOLER 612 1044 20/1 20/1 " ... ... 2080 - - - K 2080 - - - K 4 6 1 1 .... 2412,1#12G., 314'C. 8 7 K SLICER 2412,1#12G.,314'C. 9 1800 1308 20/1 20/1 " * 20/2 1750 MIXER K 1750 --- K 8 10 11 11 2412,1#12G., 3/4'C. .... U/1 9 K FREEZER 2412, 1#120., 314-C. 32 11 K REFRIG 684 20/1 * --- 7012 5500 CONN OVEN K 12 12 246,10G., 3/4'C. I ' I 1 2412, 1#12G., 3/4'C. 42 13 K BLENDER 1800 20/1 --- 5500 --- K 14 12 ---- 2412, 1#12G., 314%. 7 15 K HEATER/LIGHT 900 20/1 " 40/2 3500 ICE MAKER K 16 14 3-08.1010G., 3/4'C. IL_YL_ 2412, 1#12G., 3f4'C. 13 17 K PIZZA OVEN 240 2011 " - - - 3500 - - - K 18 14 19 s SPARE 6W 20/1 30/2 2080 COFFEE MAKER K 20 17 3410,1#10G., 314'C. 2412,1012G., 314-C. 16 21 K SODA SYSTEM 1200 2011 * - - - 2080 - - - K 22 17 .... 2412,1012G., 3/4'G. 16 23 K SODA SYSTEM 1200 2011 " 20/1 500 SPARE s 24 i I1 2412,1#12G., 314'c. 18 25 K TEA BREWER 2400 20/1 20/1 600 SPARE s 26 C) 241Z 1#12G., 314'C. 19 27 K SODA DISP 1200 20/1 * 20/1 500 SPARE s 28 29 s SPARE 500 20/1 * 20/1 500 SPARE s 30 2412, 2#12G., 314-C. 34 31 K POS 1800 20/1 " 20/1 1800 POS K 32 34 2412, 2#12G., 3/4'C. 33 s SPARE 500 20/1 * 2011 1200 REFRIG K 34 30 2412,102G., 314-C. 2412, 2#12G., 314'C. 21 35 R POS 1800 20/1 20/1 1020 KEG COOLER K 36 39 2412,1#12G., 3141C. 2412, 202G., 314'C. 21 37 R POS 1800 20/1 * 20/1 600 SPARE s 38 2412,1#12G., 314%. 22 39 K LIGHTS 300 20/1 * 20/1 1800 PRINTER R 40 41 2412, 202G., 314%. 41 s SPARE 500 20/1 30/1 2400 GLASS WASHER K 42 43 2412,100G., 314'C. LIGHTS REC GEN DATA MTRS LGSTMTR COOLING HEATING KITCHEN OTHER SPARE TOT. LS CONNECTED VA 0 16400 0 0 0 0 0 0 78112 0 119W 106.4 KVA DESIGN FACTOR 1.25 NEC 1.0 0.0 1.0 0.25 0.0 0.00 0.65 0.00 1.00 210.6 AMPS DESIGN VA 0 13200 0 0 0 0 0 0 50773 0 119DO 76.9 KVA PANEL K SECTION 2 OF 2 MOUNTING: RECESSED SERVICE 120/208V., 3-PH, 4-W, EQUIP. GRD. & ISO. GRD. C AMPS A AMPS FEEDER ITEM CCT A REMARKS LOAD VOLT-AMPERES & B & NO. NO. T A B C POLES C POLES 2412, 2#12G., 314-C. 24 43 R PRINTER 1800 2011 " 20/1 2412,1#10G., 314-C. 25 45 K WARMING WELL 2400 30/1 " 20/1 2412,1#10G., 314-C. 26 47 K REFRIG 2400 30/1 " 2011 2412,1#12G., 3WC. 27 49 K ICE CREAM 240 20/1 20/1 51 S SPARE 500 20/1 20/1 2412, 2012G., 314'C. 29 53 R PRINTER 1800 20/1 2011 2412.1#12G., 314'C. 32 55 K REFRIG 684 2011 * 20/1 2412,1#12G., 314'C. 32 57 K REFRIG 684 20/1 * 20/1 2412,1012G., 3f4'C. 6 59 K DOOR HTR/LTG 600 20/1 " 60/3 2412, 1#12G., 314'C. 10 61 R RECEPTACLE 800 20/1 - 63 S SPARE 800 2011 " 65 S SPARE 800 20/1 ` 67 S SPARE 800 2011 69 s SPARE 800 20/1 71 s SPARE 800 20/1 73 S SPARE 800 20/1 " 75 S SPARE 800 20/1 " 77 S SPARE 800 20/1 79 SPACE ONLY 81 SPACE ONLY " 83 SPACE ONLY DIMMER SCHEDULE - PANEL 'D' IC: 42,000 AMPS, RMS, SYM. MAINS: 225 AMPS, MLO LOAD VOLT-AMPERES REMARKS A B C 690 MUG FROSTER 240 PIZZA OVEN 1800 RECEPTACLE 1800 PRINTER 1800 RECEPTACLE 500 SPARE 1680 PIZZA PREP 1200 RECEPTACLE 4160 ROOF STUB 060 REFR. UNIT 4160 --- SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY 120/208V. 3-PH. 4-WIRE FLUSH MTD PANEL SHALL BE AS MANUFACTURED 100A.M.L.O. 10,000 A.I.C. BY: MARLIN DIMMING SYSTEMS LOAD CIRCUITS SERVING IN BREAKER WIRE WATTS U-1 BAGKBAR UUWNLIVH1 12U 20/1 2#12,1#12V.,314"0. U-Z PKIVAI L KUUM WALL WASHEK 12U 20/1 2#12,1012U., 3/4"G. U-3 KL51 KUUM SGUN(;L/UUWNLIUH 1 025 ZU/1 Z912,1112V., 3l4-U. U-4 RLSI RUOM SGUNGL/UUWNLIGHI S25 ZU/l 2#12,1#12U., 314.0. U-5 BACK BAR PIN LIV H I Z59 ZUll 2#12,1412G., 3/4-G. U-6 BAR UINNINU CHANNEL MUUN I LU 35 ZU/1 291Z,1#1ZV., U4 BAR UINNING PIN LIGH 1 1U5U Z0/1 2912,1#12U., 3/4.0. U-8 BAR UINNING PLNUANI 9UU ZO/1 2912,1912U., 314-C. U-9 BAK PLNUAN 1 444 ZUll 201Z,1#1Z(i., U-10 BAR PLNUAN I 111 2U/1 2912,1#121J., 3/4"G. U-11 DINNING PLNUAN I 444 2011 2012,1#12(;., 3/4.0. U-12 UINNING PLNUANI Z59 ZU/1 Z912,1#1ZV.,3/4"(:. U-13 VLS I IBULWHU51 UUWNLIUH I /PIN LIVH I 495 ZU/1 2#12,111121J., 3/4-C. U-14 UINNING PLNUAN I 07 2U/1 2#12,1#12U., 3/4-G. U-15 UINNING PLNUAN I ZZZ ZU/1 2#12,1#12U., 3/41'. U-16 DINNING PENUANI 111 Z0/1 2912,1912U.,3/4"G. 0-17 PRIVATE ROOM DOWNLIGHT 375 20/1 2012,1#12U., 3/4"G. D-18 DINNING PENDANT 300 20/1 2#12, 1#12G., 3/4"C. D-19 DINNING SCONCE/WALL MOUNTED 1140 20/1 2#12,1#12G., 3/4"C. D-20 DINNING DOWNLIGHT 180 20/1 2#12,1#12G., 314"C. D-21 EMERGENCYIEXIT REF. TO GEN. NOTES-1 20/1 2#12,1#12G., 3/4"C. TOTAL LOAD TOTAL LOAD, KVA = 8.0 TOTAL LOAD, AMPS = 22.3 NEC DESIGN AMPS = 27.9 VLNtKAL NU I L5: 1 PROVIDE MARLIN CIRCUIT BREAKER MODULE FOR CONNECTION TO C A CCT ITEM FEEDER T NO. NO. K 44 38 2412,1#12G., 3/4'C. K 46 13 2412,1#12G., 314'0. R 48 37 2412,1#12G., 31". R 50 36 2412, 2#12G., 314'C. R 52 37 2412,1#12G., 3/4'C. s 54 K 56 31 2412,1#12G., 3/4'0. R 58 4 2412,1#12G., 31". K 60 44 '346,1#8G.,1-1141C. K 62 44 •... K 64 44 .... 66 68 70 72 74 76 78 80 82 84 i�7� OF 1 i*; • *� SHOJI OKUDA P�0 54327 � �RRR6A'L.� b-cal THE SEAL RING ON THIS DOCUMENT WAS AUTHORIZED B 514UJI OKUDA, P.E. 54327 ON FEBRUARY 16, 2007 EMERGENCY EGRESS AND EXIT LIGHTS ON CIRCUIT 21. � 2. PROVIDE SEPARATE NEUTRAL FOR EACH CIRCUIT TO DIMMER CABINET. s�l�s,�rr�s Englnoerin� Consultants 2 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PERMITTING AND CONSTRUCTION 2351 Northwest Highway Tel (214) 350-64 Butte 103, Lock Box 30 Fax�(214) 350-6497 7 UNDER THE AUTHORITY OF SHOJI OKUDA P.E. IM27 ON FEMRUARY 16, W07 Dallas, Texas 75220 �AI Job No 06062 JOB NO.061� M N In a X W N ao M � 04 O W 00 C4 09 m W N �r N REVISION$ NO. DATE' DESCRIPTION r DATE 02-16-2007 SWEET E5 C.ELIVERIE!`� . - . - . - . - . - . - . - . - . -©. . - . - ,I O .0.2 . 01 OFFICE I U SODA 02 N - ELECT. RACK _ 11 SHELF 12 I I' 33 07 05 MECH. - 15 REFUWARE WASHING \ 1 s 03 M s 84 AP- RM. POT CAN BASKET 04 _ SINK_ ' , _ `\ /- II� _ - - 20 TOW6L _ 14 .y / TOWELS ' DISP'R. H!AD 'BULLETIN WALL MOUNTED -r �� 06 Sow. ' I AP 16 06 BOARD POT RACK DROP DUM\SPLASH CSTORAGE ABIL RCEF�USE DIS. rq REFU E DO BLE SINK HOT W R 17 STORAGE � RACK SHELF CONTROL -SWITCH. GUARD 34 ' CUT G. BRD. 29 144t3 1448 1448 06 06 I CUP & GLASS i07 Q- H I SH H ESQ 17 �� RACKS 35 I 18 PREP. 2 LVE N II i .�iI -___p__-__ BEV. J I , JOB B LT PLYWOOD HEL06 3 N SPLASH 22PIZZA GUARDP.O.S.00LER OVEN 36 l 1 DI M R. , 33 . 22 424 '� 2414 N I u u I 38 23 I ROAN E 39(29 u MIX POLL I BRK'T.`� 41 47 08 25 ' 85 06 % 1 09 I' 1 10 SHEET ICE 46 REFRIG. STORAGE PANS WELL RAIL. WELL SHEET II --I- 24 27 42 H.S. \�_�__�\ --� �r - 1' -7448 I j 08 51 52 ---J6 83 REFUSE BL CAN\ 'DE =. BAR 71 n 69j\ --------------- 1OW-0 SPLASH GUARDS BAR DIE WALL BY G.C. SCIDA LINES IN. COLUMN C E WAY. 78 SPLASH GUARD P.O.S. EMERG.EXIT MEN L__J Li F1 SIDE COUNTER Li 7-5) I SIDE COUNTER I I L< I I �I II � III y , <c ss HOST d - - - - - - - - - - r----- I T1 -IL 60 HEAT STRIP BEII. W. T I TO PATIO I--.-..- .- . -. -. - E3- -� ENTRY/EXIT " r I FOOD FACILITIES ARRANGEMENT PLAN G EQUIPMENT LEGEND 01. 48" FLY FAN - ONE(1) REQ'D. 51. DUNNAGE RACK - ONE(1) REQ D. 02. CHEMICAL SHELVING - ONE(1) SECTION REQ'D. 52. CANTED TOMATO RACK - ONE(1) REQ'D. 03. FLOOR TYPE MOP SINK - ONE(1) REQ'D. 53. 0/HEAD SHELF W/TICKET RAILS - ONE(1) REQ'D. 04. WALL MOUNT FAUCET W/HOSE BIBB - ONE(1) REQ'D. 54. SPARE NUMBER. 05. DOUBLE WALL SHELVES - ONE(1) SET REQ'D. 55. EXPO COUNTER - ONE(1) REQ'D. 06. S/S END CAPS & CORNER GUARDS - ONE(1) LOT REQ'D. 56. WINE/BEER DISPLAY REFRIG. - THREE(3) REQ'D. 07. 0/HEAD WIRE SHELVING - ONE(1) LOT REQ'D. 57. APPS. PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 08. WOOD STORAGE DUNNAGE RACKS - TWO(2) REQ'D. 58. 0/HEAD STEMWARE RACKS - TWO(2) REQ'D. 09. DOUBLE SWING DOOR SET - ONE(1)SET REQ'D. 59. SPARE NUMBER. 10. COPPER CLADDING FOR SWING DOORS - ONE(1) SET REQ'D. 60. "TO GO"/BACK COUNTER - ONE(1) REQ'D. 11. DUNNAGE RACK - ONE(1) REQ'D. 61. HOSTESS STAND - ONE 1 REQ'D. 12. CLEAN DISH TABLE W/EXTENDED RACK SHELF - ONE(1) REQ'D. 1 62. CUSTOM U/BAR CABINET - ONE(1) REQ'D. 13. DISHWASHER - ONE(1) REQ'D., (LEASED) 63. GLASS WASHER - ONE(1) REQ'D. (LEASED). 14. SOILED DISH TABLE W/DOUBLE RACK SHELF & DUMP SINK - ONE(1) REQ'D. 64. 12" STAIR -STEP LIQUOR DISPLAY - ONE(1) REQ'D. 15. POT SINK UNIT WITH WALL MOUNTED POT RACK - ONE(1) REQ'D. 65. SODA GUNS - TWO(2) REQ'D. (BY PURVEYOR). 16. S/S HAND SINK - ONE(1) RE ' . 66. 36" JOCKEY BOX W/DOUBLE SPEED RAIL - ONE(1) REQ'D. 17. WIRE STORAGE SHELVING - FOUR(4) SECTIONS REQ'D. 67. 12" SINK UNIT - TWO(2) REQ'D. SL ER - ONE(1) REQ'D. 68. S/S REGISTER STAND - ONE(1) REQ'D. 19. UP-RIGHT/REACH IN FREEZER - ONE(1) REQ'D. 69. P.O.S. REGISTERS - THREE(3) REQ'D. 20. PREP. TABLE W/DOUBLE WALL SHELVES - ONE(1) REQ'D. 70. 24" MUG FROSTER - ONE(1) REQ'D. 21. 6'-0" BAKER'S TABLE - ONE(1) REQ'D. 71. THREE KEG COOLER - ONE(1) REQ'D. 22. MOBILE INGREDIENT BINS = FOUR(4) REQ'D. 72. BRASS BEER TOWER W/DRAINER - ONE(1) REQ'D. (BY PURVEYOR). 23. 60 QT. FLOOR TYPE MIXER - ONE(1) REQ'D. 73. 12" DRAIN BOARD UNIT - ONE(1) REQ'D. 24. MOBILE SHEET PAN RACKS - FOUR(4) REQ'D. 74. COPPER BAR TOP DRAINER - ONE(1) REQ'D. 25. ELECTRIC SINGLE CONVECTION OVEN W/STAND- ONE(1) REQ'D. 75. SERVICE BAR PRINTER W SUPPORT BRK'T - ONE(1) REQ'D. 26. OFFICE DESK WITH 0/HEAD CABINETS - ONE(1) REQ'D. © 76. 18" DRAIN BOARD W/OPEN CABINET BASE - TWO(2) REQ'D. 27. S/S WALL PANEL AT OVEN - ONE(1) LOT REQ'D. 77. 42" JOCKEY STATION WITH 66" DOUBLE RAIL - ONE(1) REQ'D. 28. WALK-IN COOLER VAULT - ONE(1) REQ'D. 78. COPPER WALL PANEL (COLUMN & HEADER) - ONE(1) LOT REQ'D. 29. S/S COOLER VAULT TRIM - ONE(1) LOT REQ'D. 79. COPPER BAR TOP - ONE(1) REQ'D. (SUB TOP BY G.C.) 30. COOLER SHELVING - FIVE(5) SECTIONS REQ'D. 80. SOLID SURFACE EXPO COUNTER TOP - ONE(1) REQ'D. 81. COPPER POUR RAIL FOR BAR TOP - ONE(1) REQ'D. 31. REMOTE, AIR COOLED ICE MACHINE W/BIN - ONE(1) REQ'D. (LEASED). 82. DINING AREA SUPPORT COUNTER - ONE(1) REQ'D. 32. S/S FLOOR TROUGH W/CHEM-GRATE - ONE(1) REQ'D. 83. 24" DRAIN BOARD W CABINET BAS - 0 E(1)REQ'D. 33. BAG-N-BOX SODA RACK & CARBONATORS - ONE(1) REQ'D. (BY PURVEYOR). 84. HEAVY DUTY HOSE BRK'T. - ONE(1) REQ'D. 1 85. S/S SHEET PAN RACK OVER OVEN - ONE(1) REQ'D. 34. COFFEE BREWER - ONE(1) REQ D. (BY PURVEYOR). 35. TEA BREWER/DISPENSER - ONE(1) REQ'D. (BY PURVEYOR). 36. SODA/ICE UNIT W/WATER DISP'R. - ONE(1) REQ'D. (BY PURVEYOR). 37. SUPPORT COUNTER - ONE(1) REQ'D. 38. 0/HEAD CABINETS, (NO DOORS) - ONE(1) SET REQ'D. 39. P.O.S. REGISTERS - TWO(2) REQ'D. 40. MAIN PIZZA OVEN - ONE(1) REQ'D. 41. COPPER DROP SHELF - ONE(1) REQ'D. 42. WALL MOUNT PIZZA PADDLE RACKS - TWO(2) REQ'D. 43. APPS. PIZZA OVEN - ONE(1) REQ'D. 44. COPPER DROP SHELF & COPPER WALL INSERTS - ONE(1) SET REQ'D. 45. ENTREE PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 46. MAIN SET COUNTER - ONE(1) REQ'D. 47. VENTED ACCESS DOOR SETS - TWO(2) SETS REQ'D. 48. REFRIG. PIZZA MAKE TABLE - ONE(1) REQ'D. 49. CHEST TYPE ICE CREAM FREEZER - ONE(1) REQ'D. 50. DIPPER WELL - ONE(1) REQ'D. M N iA (n X _ W H ��// LL W V J J _j 00 LJJ (, M o w w �� W 00 U o� `V a v LJ.J r Qw Z g O d' It It CRS Complete Restaurant Services, Inc. 2668 MYRTLE SPRINGS AVE. DALLAS, TX. 75220 FAX 214/350-1131 JOB NO. 0619 REVISI❑NS NO, DATE DESCRIPTI❑N tJ� 12-27-06 EQUIPMENT CHANGES J.R.W. 02-19-07 WOMEN'S RESTROOM LAYOUT DATE 11-14-06 SHEET i �.s -A-L- E.C. TO INSTALL DOOR ACTIVATED MICRO SWITCH FOR FLY FAN. 0 03 01 I 25" 11 � OTHERS TO SPECIFY REQUIREMENTS FOR THESE AREAS. ;;z- Sw - . - . - �- . - . - . -} I -� . -� . .-.-. n�_44 -- J ----- _r�------______ ______�__� == === -- --= =-= ----- ---- _ z _ _--------- =====1------------ --------------------- 06 .... ✓ 22 ' ------ ----- - N-. r---------1 .. ---- __- N ----- 009 ___________ 71 L za - "--'- - 41� Lo 18 E.C. TO DO ANY REQUIRED FIELD LJ� WIRING FOR REFRIG. CONTROL SYSTEM•_ I - 04 FOR COOLER VAULT, I.E. WIRING 17 10 05 07 SOLENOIDS &THERMOSTATS. --------------------- 20 ---------------------- El -- IT-7 x REMOTE ROOF TOP REFRIG. -----_ - _ - _ ___ C___________________ �_-_-_- _ _ .ter UNIT FOR COOLER VAULT. VERIFY --�---�- LOCATION WITH ARCHITECTURAL DRAWINGS. 2 CENTER LINE OF --^---------- 12 I - I`� K2 MULTIPLE STUB -UPS. ------- 26 24 23 co ----------- -, ---- __ - ---- -------------- ------ ------------� 04 rr T----------t===7---------- - I - r sw ---- =- ==- -= =--=-= =--- _____ ----- REMOTE "ROOF TOP" REFRIG. a a _ _ -- UNIT FOR ICE MAKER. VERIFY -_ ----____ --- - ----- _ s= _ ■„ _-_,..�g�„��-:__ -- - - I , LOCATION WITH ARCHITECTURAL --------------- =- ---------------- -- z --- _ DRAWINGS. - 13 ------- I =______________===�1 ---- _ 31 42 37 36 35 4-5 41 6 15 I Ice_ IJ 28 (. . CENTER LINE OF MULTIPLE STUB -UPS. '1� �1� \- -r] _---------- 34 1J€ k I ELECTRICAL SYMBOLS AND ABBREVIATIONS 0 ..........SINGLE CONVENIENCE OUTLET (SCO) A ..........AMPERES 0 ..........DUPLEX CONVENIENCE OUTLET (DCO) V ..........VOLTS (2) ..........JUNCTION BOX (JB)W( ••••••••••WA S O ..........HEATING ELEMENT OR POWER X� """""PHASE O ..........FLOOR RECEPTACLE AS NOTED DFA.......... DOWN FROM ABOVE ® ..........SPECIAL OUTLET AS NOTED $U ,,,,,,,,STUB UP ABOVE FINISH FLOOR 0 ..........MOTOR OUTLET HP ..........HORSEPOWER ® ..........SOLENOID OR CONTROL CIRCUIT ..........SINGLE POWER OUTLET AS NOTED S w .......... KILOWATTS ..........SWITCH AS NOTED OUTLET, TWO CI CONVENIENCE12 SP SWITCH AND PILOT LIGHT 3 W RE OR NOTED .......... -�- ..........LIGHT INDICATION ......... AND IN TO FIXTURE, FURNISH BTF. AND INSTALL RECEPTACLE © ..........CONDUIT AS NOTED BTC.......... BRANCH TO CONNECTION POINT AND CONNECT TO EQUIPMENT 0....PANELBOARD AFF......... ABOVE FINISH FLOOR Ll= ......DISCONNECT SWITCH EL ..........ELEVATION ABOVE FINISH FLOOR / -------------------- --------------------- ----------------- NO CIRCUITS HAVE BEEN ADDED, LOCATI*S OF ORIGINAL ROUGH -INS HAVE BEEN CHANGED.TO MATCH THE NEW EQUIPMENT LAYOUT. -------------------- I =--------- ----- - --©.-- vFf [oj ---------------------------- ELECTRICAL ROUGH -IN NOTES: 01. ALL FINAL CONNECTIONS SHOWN ON THIS DRAWING ARE ACTUAL REQUIREMENTS OF THE EQUIPMENT AND ARE SHOWN IN THIER APROXIMATE LOCAT10N. 02. LOCATION OF ROUGH -IN STUB IS INDICATED AT A.F.F. DIMENSION, WHICH IS THE STUB -OUT ABOVE THE FINISHED FLOOR. ANY SERVICE WHICH MUST COME FROM ABOVE THE CEILING OR UP FROM BELOW THE SLAB SHALL BE SO INDICATED ON THE DRAWING. 03. ALL DIMENSIONS ARE FROM FINISH FACE OF WALLS OR CENTER LINE OF COLUMNS. 04. FABRICATED EQUIPMENT CONTAINING A BREAKER PANEL OR EQUIPMENT INDICATED SO, SHALL BE PRE -WIRED BY THE FABRICATOR, READY FOR FIELD CONNECTION BY THE ELECTRICAL CONTRACTOR. 05. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES, STARTERS, DISCONNECTS, ETC. FOR ALL EQUIPMENT UNLESS OTHERWISE NOTED. ALL DISONNECTS AND/OR LOCK -OUT DEVICES, STATERS, ETC. TO MEET N.E.C. AND O.S.H.A. STANDARDS. 06. ALL RECEPTACLES SHALL BE GROUNDED PER N.E.C. AND O.S.H.A. REQUIREMENTS. 07. ELECTRICAL CONTRACTOR TO PROVIDE CONTROL WIRING AND ELECTRICAL SERVICE FOR REMOTE REFRIGERATION SYSTEMS FOR WALK-IN VAULTS AND ICE MACHINES, LOCATIONS FOR ELECTRICAL SERVICE TO BE COORDINATED WITH ELECTRICAL ENGINEER. 08. WHEN OUTLETS ARE INDICATED, IT SHALL BE ASSUMED THAT ATTACHED CORD AND PLUG SET IS STANDARD WITH EQUIPMENT, UNLESS OTHERWISE NOTED. / ELECTRICIAN TO PROVIDE JUNCTION SEAL WITH MASTIC AROUND BOX, CONDUIT AND WIRING FROM PERIMETER OF OPENING LIGHT FIXTURE TO ROUGH -IN POINT. A)> DURING INSTALLATION OF NO CONDUIT TO BE RUN FIXTURE. 00 I ON INTERIOR OF VAULTS I r 0 VAULT CEILING Q 1/2" RIGID NIPPLE (LENGTH AS REQUIRED) INSTALLER OF LIGHT FIXTURE TO WIRE FIXTURE AND FILL NIPPLE WITH URETHANE DOUBLE TUBE VAPOR PROOF FOAM TO PREVENT PASSAGE OF AIR. FLUORESCENT LIGHT FIXTURE. (`_2 WALK-IN LIGHT DETAIL 1 K 2 NO SCALE / CELECTRICAL REQUIREMENTS PLAN K2 SCALE: 1/4" = 1'-0° ELECTRICAL LEGEND 01. 208V-60-3PH-30.0 AMP, J-BOX, EL. 5'-0" A.F.F., B.T.C. ON DISHWASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT, AND PROVIDE QUICK DISCONNECT SWITCHING WHERE REQUIRED BY PREVAILING CODES). 02. 120V-60-1 PH-10.0 AMP, D.C.O., EL. 5'-0" A.F.F., FOR DISH WASHER DETERGENT SYSTEM. 03. 120V-60-1 PH-5.1 AMP, J-BOX, EL. 8'-0" A.F.F., B.T.C., D.F.A., THROUGH DOOR ACTIVATED MICRO SWITCH, ON WALL MOUNTED FLY FAN. 04. 120V-60-1 PH-15.0 AMP, (RATED), D.C.O., EL. 14" A.F.F., FOR CONVENIENCE OUTLET. 05. 120V-60-1 PH-8.7 AMP, J-BOX, EL. 10'-0" A.F.F., B.T.C. ON COOLER BLOWER COIL. (ALL PENETRATIONS AND CONDUIT ARE TO BE SEALED AIR TIGHT). 06. SPARE NUMBER. 07. 120V-60-1 PH-900 WATT, J-BOX, EL. 10'-0" A.F.F., B.T.C. ON COOLER VAULT DOOR HEATER & LIGHTING CIRCUIT. (E.C. TO MOUNT 48" VAPOR PROOF LIGHT FIXTURE, SHIPPED LOOSE FROM THE MANUFACTURER, SEE DETAIL THIS SHEET). 08. 120V-60-1 PH-15.0 AMP, (RATED), D.C.O., EL. 4'-2" A,F,F„ FOR 7.5 AMP SLICER. 09. 120V-60-1 PH-10.9 AMP, D.C.O., EL. 14" A..F.F., FOR REACH -IN FREEZER. 10. 120V-60-lPH-15.0 AMP, (RATED), D.C.O., EL. 4'-2" A.F.F., FOR CONVENIENCE OUTLET. 11. 208V-60-1PH-2.7 H.P.M., J-BOX, EL. 36" A.F.F., B.T.C. ON 60 QT. MIXER. 12. 208V-60-1PH-11.0 K.W., S.C.O., EL. 24" A.F.F., FOR ELCTRIC FULL SIZE CONVECTION OVEN. (E.C. TO PROVIDE AND INSTALL CORD & CAP). 13. 120V-60-1 PH-2.0 AMP, J-BOX, EL. 24" A.F.F., B.T.C. ON PIZZA OVEN. 14. 208V/23OV-60-1 PH-30.0 AMP, J-BOX, EL. 7'-0" A.F.F., B.T.C., ON ICE MAKER HEAD. 15. CONTROL CIRCUIT J-BOX, EL. 7'-0" A.F.F., E.C. TO ROUTE CONTROL WIRE/POWER SUPPLY FROM ICE MAKER HEAD, UP TO REMOTE AIR COOLED REFRIGERATION UNIT ON THE BUILDING ROOF. (VERIFY ROOF LOCATION WITH ARCH. DRAWINGS). 16. 120V-60-lPH-10.0 AMP, D.C.O., EL. 6'-0" A.F.F., FOR SODA SYSTEM CARBONATOR. 17. 208V-60-1PH-20.0 AMP, S.C.O., EL. 4'-2" A.F.F., FOR COFFEE BREWER. (E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED EQUIPMENT). 18. 120V-60-lPH-20.0 AMP, D.C.O., EL. 4-2 A.F.F., A.F.F., FOR TEA BREWER. E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED EQUIPMENT). 19. 120V-60-1 PH-10.0 AMP, D.C.O., EL. 14" A.F.F., FOR SODA/ICE DISP'R. 20. CONTROL CIRCUIT J-BOX, EL. 4'-2" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 21. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 4'-2" A.F.F., FOR P.O.S. REGISTER. 22. 120V-60-1 PH-300 WATT, J-BOX, EL. 5-0" A.F.F., B.T.C. ON E.C. FURNISHED LIGHT TRAC MOUNTED TO UNDER SIDE OF 0/HEAD CABINETS. 23. CONTROL CIRCUIT, J-BOX, EL. 10" A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 24. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), J-BOX, EL. 18" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O., FOR ORDER PRINTER. 25. 120V-60-1 PH-20.0 AMP, F-PLEX J-BOX, EL. 24" A.F.F., FOR A/V SYSTEM. 26: 120V-60-lPH-20.0 AMP, J-BOX, EL. 26" A.F.F., B.T.C. ON PRE -WIRED J-BOX IN FIXTURE BASE FOR MAIN SET COUNTER REFRIGERATION SYSTEM. 27. 120V-60-1 PH-2.0 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ICE CREAM FREEZER. 28. CONTROL CIRCUIT S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM S.U. BACK TO OFFICE AREA FOR P.O.S. PRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 29. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ORDER PRINTER. 30. 208V-60-1 PH-800 WATT, J-BOX, EL. 26" A.F.F., B.T.C. ON HEAT STRIP. 31. 120V-60-1 PH-14.0 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR REFRIGERATED PIZZA PREP. UNIT. 32. 120V-60-lPH-5.7 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR BACK BAR REFRIGERATOR. 33. CONTROL CIRCUIT J-BOX, EL. 16" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. (SHOWN AT TWO LOCATIONS). 34. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 16" A.F.F., FOR P.O.S. REGISTER. (SHOWN AT TWO LOCATIONS). 35. CONTROL CIRCUIT J-BOX, EL. 42" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR SERVICE BAR PRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 36. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 42" A.F.F., FOR SERVICE BAR PRINTER. 37. 120V-60-lPH-15.0 AMP, (RATED), D.C.O., EL. 12" A.F.F., FOR CONVENIENCE OUTLET. 38. 120V-60-1 PH-5.8 AMP, D.C.O., EL. 14" A.F.F., FOR MUG FROSTER. 39. 120V-60-1 PH-8.5 AMP, D.C.O., EL. 14" A.F.F., FOR KEG COOLER. 40. CONTROL CIRCUIT J-BOX, EL. 18" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR PPRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 41. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 18" A.F.F., FOR ORDER PRINTER. 42. 120V-60-lPH-500 WATT, J-BOX, EL. 10'-0" A.F.F., B.T.C. , D.F.A. ON E.C. FURNISHED LIGHT TRAC ON UNDER SIDE OF COPPER SHELF. 43. 120V-60-1 PH-20.0 AMP, J-BOX, EL. 12" A.F.F., B.T.C. ON GLASS WASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT). 44. 208V/23OV-60-3 PH-1 1/2 H.P.M., ROOF STUB, B.T.C., THROUGH QUICK DISCONNECT, ON COOLER VAULT REMOTE REFRIGERATION UNIT. (VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS). CRS Complete Restaurant Services, Inc., 2668 MYRTLE SPRINGS AVE. DALLAS, TX. 75220 FAX 214/350-1131 r M N N r- N Q X w F- ��// LL N w /^ V / J J O O w (, M w w �0 w 00 ix U N Q v w ww w Z g O It ul cry W X W w Q Z V) U.J W CL Q� L.L (7 JOB NO, 0619 REVISI❑NS NO. DATE DESCRIPTI❑N 12-27-06 ROUGH -IN CHANGES J.R.W. 02-19-07 WOMEN'S RESTROOM LAYOUT DATE 11-14-06 SHEET (( OTHERS TO SPECIFY REQUIREMENTS FOR WATER HEATER AND FLOOR TYPE MOP OTHERS TO SPECIFY REQUIREMENTS SINK WITH HOSE BIBB WALL FAUCET. COLUMN CENTER LINE FOR THESE AREAS. 24" 10'-6" 5-8" 4'-0" 17" i - _ I `-- I; !_�-_"-_- '�----- � -- •1.---1� _ii 07 - ,I ' ..rc___ ___,~•�`_._ �'-- - �i \ ;ii `\/`\ FR- t L-----------•=------- - --- 08: d. 09 i08 I% �, 1 10 o r--- - --� : I'\ 02 c! •' I sue- --- ---` I Nil 00. 000 05 \Ix F a i _I I 1� ------ �j --- ---- i \ ------- �_�, C---- 02 - --- i ' _' -_ r� - y �� \ r ► �'� �'•{ 05 03 K3 '•...,� 12 03 C 04 13 r �I 6' i' 9'-0" _ 4'-3" _ _ � Q _ i111 cO r---- ___ ____________ N 08 - I I 1 r _ \ % T ``` r44 1 �-------------- , ti r= 00 �-- _-- ^F'Ir------ ` • \ `�, 22 �' -- 1 ��; �= 16 k1o I- -� %/ (( ! !! r -• -------------- ,--- I - =- , ' \ • i, \ i �� ` w fir• \ III Il ti J i I - _ET �i ' \ 1' - e=---'J�i w " sees :_ _ i _„...•.. /� I 14 _ _ uuI, • - TRENCH DRAIN TO BE SPECIFIED BY OTHERS I I = I I' 13'-10' ------T • I L_ f'----------- , 26 -=i1 25 L f L--------------�-------_--J FINISHED FACE OF 27 M EXTERIOR WALL. I / 9cc . ,--,15 -r qI ,. -- -'� ---------------------------------- f It ------------- ffffff ---_-_ __ _-_ _-_ _ --- L_ _________ _, TR NCH DRAIN TO BE (� 11 SPECIFIED BY OTHERS. ,6'- 21" i I 15" S. 6'-5" 40" 36" j I I jCCj�� IlI1 ;i � -- - LTE =---i i Ei--� I I I PLUMBING GENERAL NOTES: ALL PLUMBING REQUIREMENTS AND OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER, FOR ANY ADDITIONAL BUILDING REQUIREMENTS, SEE OTHER MECHANICAL PLANS. ALL DIMENSIONS GIVEN ARE FROM FINISHED FACE OF WALL AND IN INCHES UP TO 4'-0". ELEVATIONS GIVEN ARE FROM FINISHED FLOOR TO CENTER LINE OF ROUGH -IN. ALL FLOOR DRAINS ARE TO SET 1/2' BELOW FINISHED FLOOR UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOOR SO CLOSE TO DRAIN AS TO CREATE 'PITS" OR 'DIPS' IN FLOOR. MINIMUM RADIOUS OF SLOPE TO BE 24" FROM CENTER LINE OF FLOOR DRAIN. PLUMBER TO CONECT ALL WATER LINES, GAS LINES, WASTE LINES, INDIRECT WASTE LINES, ETC. TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM REQUIRED UNITS TO DRAINS AND THESE LINES ARE TO BE NO SMALLER THAN THE CONNECTION STUB OF THE FIXTURE. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES, CUT-OFFS, TRAPS, HYDROSTATIC SHOCK ELIMINATORS, PRESSURE REGULATORS, QUICK -DISCONNECT FLEX CONNECTORS, AND ANY MATERIAL NECESSARY TO CONNECT ALL LINES, UNLESS OTHERWISE NOTED IN THE ITEMIZED SPECIFICATIONS. FAUCETS AND DRAIN OUT -LET FITTINGS ARE TO BE FURNISHED BY KITCHEN EQUIPMENT SUPPLIER. ALL WORK TO BE PREFORMED IN FULL ACCORDANCE WITH ALL APPLICABLE CODES RE - LONG TO THE INSTALLATION AND HOOK-UP OF EQUIPMENT. -------------- TRENCH DRAIN TO BE SPECIFIED BY OTHERS. 31 32 n REVISED LOCATIONS FOR ORIGINALLY SPECIFIED ROUGH -INS DUE TO THE CHANGE IN THE EQUIPMENT LAYOUT. I ,---------------- COLUMN CENTER LINE ---------------- i I ---------------- 1 I � I I i---------------- 1 er ------------------ I ---------------- 00, r---------------- I COLUMN CENTER LINE ----------------- I .\----\ ----------; I \ \\ I MECHANICAL SYMBOLS & ABBREVIATIONS • - C.W. - COLD WATER AFF - ABOVE FINISHED FLOOR • - H.W. - HOT WATER SU - STUB UP ® - G - GAS SUPPLY BTC - BRANCH TO CONNECTION - SS - STEAM SUPPLY DFA - DOWN FROM ABOVE - CR - CONDENSATE RETURN CFM - CUBIC FEET PER MINUTE - DD - DIRECT DRAIN FPM - FEET PER MINUTE O - HD - HUB DRAIN KES - KITCHEN EQUIPMENT SUPPLIER ® - FD - FLOOR DRAIN WG - INCHES OF WATER GAUGE - FFD - FLOOR DRAIN W/ FUNNEL SP - STATIC PRESSURE ® - FS - FLOOR SINK GPH - GALLONS PER HOUR ® - EVC - EXHAUST VENT CONNECTION PSI - POUNDS PER SQUARE INCH - SVC - SUPPLY VENT CONNECTION EL - ELEVATION A.F.F. \ ®- FR - DIRECT CONN. FLUE RISER BFF - BELOW FINISH FLOOR / LJ - ----------------------- I ----L' '---------------------- - F----�\� I t f PLUMBER TO RUN HARD COPPER DRAIN LINES, HIGH AS POSSIBLE FROM VAULT COILS TO VAULT WALLS AS INDICATED, THEN DOWN ON SLOPE TO A POINT 18" A.F.F., THEN THRU WALLS, FORMING A "P" TRAP FLAT AGAINST WALL, THEN EXTENDING TO DRAIN. ALL LINES ARE TO BE STRAPPED AND SECURED IN A NEAT MANNER HAVING ALL PENETRATIONS FULLY SEALED. VAULT COIL VAULT WALL PROVIDE MIN. 1/2" SLOPE PER LINEAR FOOT OF ALL VAULT WALL HORIZONTAL DRAIN LINE. PENETRATRATIONS TO BE FOAMED & SEALED `NPROVIDE IN -LINE UNION. FORM "P" TRAP FLAT TO VAULT WALL, 2" OPEN SITE HUB _ DRAIN. ,� PROVIDE 1" AIR GAP FINISHED FLOOR BETWEEN TRAP OUTLET AND DRAIN. 2 COIL DRAIN DETAIL • K 3 NO SCALE I L--------� ----�. I - --------- i IT � r---------------- Ell L---------- ---- : I • I L-------------i I - i i I i ' L------------- J (T1 PLUMBING/MECHANICAL REQUIREMENTS PLAN K3) SCALE: ,i< _ ,-o PLUMBING LEGEND 01. 1/2" C.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2" H.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 04. 1 1/2 WASTE, EL. 16 A.F.F., B.T.C. ON HAND SINK DRAIN. 05. 1/2" H.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM POT SINK UNIT. 07. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, AND DUMP SINK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. 09. 3/4" 140 DEGREE H.W., EL. 14" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" H.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT). 11. 1/2" C.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 12. 1/2" H.W., EL. 16" A.F.F., B.T.C. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN TABLE SPLASH. 13. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL THIS SHEET). 14. NAT. GAS, 220,000 B.T.U., 3/4 N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.C. ON PIZZA OVEN. 15. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 16. 4" HUB DRAIN, EL. 9" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL THIS SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN. 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 18. 3/4" C.W., EL. 7'-0" A.F.F., B.T.C., THROUGH WALL MOUNTED FILTRATION UNIT, ON ICE MAKER HEAD. 19. 1/2" C.W., EL. 6'-0" A.F.F., B.T.C. ON SODA SYSTEM CARBONATORS THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/2" B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.P.G. VALVE. 21. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22. 1/2" C.W., EL. 12" A.F.F., B.T.C. ON SODA SYSTEM WATER DISP'R. 23. 1/2" C.W., EL. 24" A.F.F., B.T.C. ON COFFEE & TEA BREWER. 24. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT. GAS, 188,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.C. ON PIZZA OVEN. 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2" H.W., S.U. 4" A.F.F., B.T.C. ON DIPPER WELL DRIP FAUCET. 29. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. 30. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD & ICE WELL. 31. 1/2" H.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 32. 1/2" C.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 33. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, BAR TOP DRAINER PAN, HAND SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE H.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. 36. 1/2" C.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 37. 1/2" H.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 38. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD & ICE BIN. 14 GA. S/S TRENCH LINER HAVING 3/4" COVED CORNER CONSTRUCTION, TO SLOPE TO COMPONENT HARDWARE #D34-Y011 BASKET DRAIN WITH SAFTEY CHAIN, AND FITTED WITH 3" O.D. S/S TAIL PIECE TO EXTEND DOWN INTO 1" THICK CHEMGRATE HAVING A STANDARD CP-8V RESIN OR EQUAL. 2 1/2" AS NOTED IN LEGEND I 2 1/2" FLOOR 1 M 1 1 r TILE GROUT l3/4" /FINISHED FLOOR Or � r. 'ti�v;✓T • ! ,• f ! ' a i':yE'�`'L!y,,�.s'•' ram,,,••,•• ciu �i`aT• ts+.11,.'fr�r: �. ' �. ,' • :'' { �. GROUT SETTING BE • : '' ' BY G.C. "Z" CLIP ANCHORS WELDED TO UNDER 4' HUB DRAIN, SET AT 9" B.F.F. SIDE OF TRENCH LINER. 3 S/S FLOOR TROUGH DETAIL 33 SCALE: NONE CRS � Complete Restaurant Services, Inc. 2668 MYRTLE SPRINGS AVE. DALLAS, TX. 75220 FAX 214/350-1131 M N M N a _ X w F- ry N W _j o W U M w w �0 w 0 � rn Q � U " W Qw Z g O V 1 V) ilk � W � w W � CL w W w 0 Z wYY W W cL � F� LL JOB NO. 0619 REVISI❑NS NO, DATE DESCRIPTI❑N © 12-27-06 ROUGH -IN CHANGES J.R.W. ® 02-19-07 WOMEN'S RESTROOM LAYOUT DATE 11-14-06 SHEET -vr 0 o 1 — — T ! \\!! I I I l X� I+---------- — VAULT PENETRATION BY KITCHEN ` EQUIP. REFRIG. INSTALLER. �! ---- --- X �s _-- 1 • I LIQUID & 5A1ION LINES I� BY KIT EQUIP. REFRIG. boy--- INSTALL t, _ k� / �\ I - _ !!� II I IijI1pl1i!!! II I \ I \i ROOF PEN %PROVIDEDI -----+-aY ROOFI CTOR, _ r l ROOF TOP, REMO Z REF; IG� ' `-- - FOR COOLER VAS. _T LO(' ATE t5 ----- JI --�_----------- I I `ti n 11 II !; "A ri _ 1 Li f L--� JJ --- ___ ___ SEALED COLD PLAT II 1 \\ I I AT DROP -IN SODA --------------------------------- ------------------ ---- ----- E------------------- j II BY KITCHEN EQUIP. REFRIG. ll, I� INSTALLER. \ III! !I ! , - -----! I----- ! ! ROOF PENETRATION PROVIDED-------' BY ROOFING CONTRACTOR. -- - - -- - --- -------_ .Z ................... SODA GUN 45" X1111:1IICIL ! ---------------- SODA LINE ARE TO DRO� DOWN INSIDE COLUMN WALLS AND PE € £:;NT F=_=_: BAR DIE WALL AT 10" AlF.F. $0W'Atjj',INES jTj,.,/STUB OUT BAR DIE A 10F., B.T.C. ON FIRST ATE, THEN LOOP ,. BACK IN TO BAR DIE WALL. C� . - - - - - - - - - - - ----------------------------------------- / ------------------------------ SODA LINES ARE TO ROUTE THROUGH BAR DIE WALL, (G.C. TO PROVIDE CLEAR PATH THROUGH STUD FRAMING), AND STUB OUT AT 10" A.F.F., B.T.C. ON SECOND SEALED COLD PLATE. I -------------- r I ___� Li --- J I ROOF TOP, REMOTE REFRIGERATION UNIT FOR ICE MAKER, LOCATED BY OTHERS. -----!----��----z I ----------------------- I I ��----L 4----------------------- l 4 � SODA LINES TO SODA LINES WAIT STATION TO BAR AREA 15" X 15" PULL BOX RECESSED IN WALL, FURNISHED BY ELECT. CONTRACTOR \ CEILING LINE Q 6 SODA LINES PROVIDED BY SODA SYSTEM PURVEYOR. /FINISHED FLOOR LINE A SODA LIFE PULL BOX SODA LINE CHASE WAY AT SODA RACK 1 SODA LINES PROVIDED BY SODA PURVEYOR. CEILING LINE SODA LINES DOWN IN WALL 15" X 15" PULL BOX RECESSED IN WALL, I I FURNISHED BY ELECT. CONTRACTOR 36" A.F.F. COUNTER TOP LEVEL. \ II II it II SODA LINES TO DROP -IN SODA DISP'R. " FINISHED /FLOOR DB, SODA LINE PULL BOX SODA LINE CHASE WAY AT COUNTER. TO ROOF TOP REMOTE REFRIG. UNIT. III II 15" X 15" PULL BOX �i CEILING LINE RECESSED IN WALL, FURNISHED BY ELECT.\ � CONTRACTOR LIQUID & SUCTION REFRIG. " LINES ROUTED BY KITCHEN EQUIPMENT REFRIG. INSTALLER. M N M N X H ry W � J J O O w U Mto w w �0 W 00 CD U o� N av Lj w Q W_ N Z g O d- L0 cn E-4 w w V W - W CL F_ w W w z O W I:e U. cid Q O JOB NO. 0619 REVISI❑NS NO, DATE DESCRIPTION 02-19-07 WOMEN'S RESTROOM LAYOUT ,,FINISHED FLOOR LINE 1� SODA 8c REFRIG. LINE ROUTING REQUIREMENTS PLAN(Dc REFIG. LINE PULL BOX ICE MACHINE REFRIGERATION LINE CHASE WAY K 4 SCALE: 1 /4" = 1'-0" DATE 11-14-06 SHEET Jdl �_L co N I � r , L--- I�?I N iil m - / I I X I _ j'J I (- f 2 ---------- �-. PROVIDE IN WALL BLOCKING FROM , q 4 —0 A.F.F. UP TO 9 —0 FINISHED CEILING, FOR WALL MOUNTED 0/SHELVES. III -- ---- ..e I I I � 11:::_�L _-I �r------------ 71 �L------------- PROVIDE IN WALL BCO;;ZNG FROM 4'-0" A.F.F. UP TO 9'-0" FINISHED .CEILING `.RR WALL MOUNTED POT RACK. 4'-0" �- - ---- _�"c > ---- i In �{ PROVIDE IN WALL BLOCKING FROM » 1__ J ; CEILING, FOR--WA_E_MU9NTED -- EWES--------------- - - - jl j I /X\ i /X\ Y / i --- �----�JL r' lJi-13 ---i1- j -.ii "I E-I-i•-f-� li `- ,,-. �,: t___� L�� '-----3------�--------------3--------C------ ------- a lT I .........E.. � I j PROVIDE IN WALL BLOCKING FROM 4'-0" A.F.F. UP TO 9'-0" FINISHED CEILING, FOR WALL MOUNTED 0/HEAD CABINETS IN WAIT STATION AND OFFICE AREAS. _ I rt '� I -C3� _ JI t� i � I --- - 1 ,.: _ --- % i ` II ii �-i . 2J I._•I I , i I� I ---------------- {I I i ---------------- IN IN WALL BLOCKING REQUIREMENTS PLAN �IK51) SCALE: 1/4" = l'—O" M N N Q X W F- ry NNQ LLI J 0 O W (, M to Ld LLI 0 W 00 = ,s o� U N Q � LJ it x Q W_ N Z Q d' Lo to W X � W W W Q Z V) w ce LL JOB NO, 0619 REVISI❑NS NO, DATE DESCRIPTI❑N p 02-19-07 WOMEN'S RESTROOM LAYOUT DATE 11-14-06 SHEET 0 f 15�z� Fa'A .t, 0 I %a. A'vj -o �7 ?` " — } .codo .40 / I op // / l aXG6// ov V 1 AL IF u tok CloTY GR PEVI Vl SEE CONST 10N - SHEET OF� RELEASE DOES r IktAR� , ► i'+4NFLIC't wt 3I-IE B i ORDINANCE ; IV ® BE KEPT 4N THE JOB AT ALL TIMES 3+ DATE,. Ao 4opBY.Id 8U 0IN INSPECTION DIVISION RELEASE OJ£S NOT APPLY TO CONSTRUCTION IN EASEMENTS OR ON PUBLIC RIGHT-OF-WAY. B. k ELLIVERIE,", r� rh r .0.2 01 SODA 02 ELECT. 33 0 9 03 05 ) 04 M ns 52 REVISED: 06-29-07 Ir . DH. I . Illq� OF WARE WASHING PoT IRCCAN BASFUSE SCRAP,, KET SNK TO WALL MOUNTED 06 POT RACK DROP DUMP 29 Ll REFUSE SPLAS 16 CAN DO BLE SINK "S H. GUARI H.S. RACK SHELF 06 D MP SINK CUP }& - - - - - - - - - - - EMERG. DUT MEN N) r-O-) \C STORAGE C STORAGE ABI da AP x__ .�MM MI.., iii PIZZA ZZ.F.-Ciac". --------- -- OVEN U ---------- z9fif-wr"L 2460 47 46 REFRIG. SHEET ICE RAIL. ICE SHEET PANS WELL WELL S WOMEN _71MEN) 101 13 IO PA"no IVI M&IMM-11][1-lim I � � � � � � � - R DIE WALL BY G.C. JOB BIT ---PLYWOOD HI F 80 S$A LINES Lj IN.COLUMN 78 F1 7-- 67 Li SPLASH GUARD P.O.S. Li SIDE COUNTER Li U. . . . . . ENTRY/EXIT 1 FFOOD 'FACILITIES ARRANG"EMkAENT PLAN K 1 M EQUIPMENT LEGEND 01. 48- FLY FAN ONE(1) REQD. 51. DUNNAGE RACK - ONE(1) REQ'D. 02. CHEMICAL SHELVING - ONE(1) SECTION REQ'D. 52. CANTED TOMATO RACK - ONE(1) REQ'D. 03. FLOOR TYPE MOP SINK - ONE(1) REQ'D. 53. O/HEAD SHELF W/TICKET RAILS - ONE(1) REQ'D. 04. WALL MOUNT FAUCET W/HOSE BIBB - ONE(1) REQ'D. 54. SPARE NUMBER. 05. SINGLE WALL SHELF - ONE(1) REQ'D. 55. EXPO COUNTER - ONE(1) REQ'D. 06. S/S END CAPS & CORNER GUARDS - ONE(1) LOT REQ'D. 56. WINE/BEER DISPLAY REFRIG. - THREE(3) REQ'D. 07. O/HEAD WIRE SHELVING - ONE(1) LOT REQ'D. 57. APPS. PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 08. WOOD STORAGE DUNNAGE RACKS - TWO(2) REQ'D, 58. O/HEAD STEMWARE RACKS - TWO(2) REQ'D. 09. DOUBLE SWING DOOR SET - ONE(1)SET REQ'D. 59. SPARE NUMBER. 10. COPPER CLADDING FOR SWING DOORS - ONE(1) SET REQ'D. 60. -TO GO"/BACK COUNTER - ONE(1) REQ'D. 11. DUNNAGE RACK - ONE(1) REQ'D, 61. HOSTESS STAND - ONE(1) REQ'D. 12. CLEAN DISH TABUW E END RACK SHELF - ONE(1) REQ'D. IV- 62. CUSTOM U/BAR CABINET - ONE(1) REQ'D. 13. 44" CONVEYOR DISHWASHER - ONE(1) REQ'D., (LEASED) 63. GLASS WASHER - ONE(1) REQ'D. (LEASED). 14. IL IS BL j BLE RACK SHELF & DUMP SINK - ONE(1) REQ'D. 64. 12" STAIR -STEP LIQUOR DISPLAY - ONE(1) REQ'D. 15. POT SINK UNIT WITH WALL AOUN --D POT RACK - ONE(1) REQ'D. 65. SODA GUNS - TWO(2) REQ'D. (BY PURVEYOR). 16. S/S HAND SINK - TWO(2) REQ'D. 66. 36" JOCKEY BOX W/DOUBLE SPEED RAIL - ONE(1) REQ'D. 17. WIRE STORAGE SHELVING - TWO(2) SECTIONS REQD. 67. 12" SINK UNIT - TWO(2) REQ'D. 18. SLICER - ONE(1) REQ'D. 68. S/S REGISTER STAND - ONE(1) REQ'D, 19. UP-RIGHT/REACH IN FREEZER - ONE(1) REQ'D. 69. P.O.S. REGISTERS THREE(3) REQ'D. 20. PREP. TABLE W/DOUBLE WALL SHELVES - ONE(1) REQ'D. 70. 24" MUG FROSTER ONE(1) REQ'D. 21. 6'-0" BAKER'S TABLE - ONE(1) REQ'D. 71. THREE KEG COOLER ONE(1) REQV 22. MOBILE INGREDIENT BINS - FOUR(4) REQ'D. 72, BRASS BEER TOWER W/DRAINER - ONE(1) REQ'D. (BY PURVEYOR). 23. 60 QT. FLOOR TYPE MIXER ONE(1) REQ'D. 73. 12" DRAIN BOARD UNIT - ONE(1) REQ'D. 24. MOBILE SHEET PAN RACKS FOUR(4) REQ'D. 74. COPPER BAR TOP DRAINER - ONE(1) REQ'D, 25. ELECTRIC SINGLE CONVECTION OVEN W/STAND- ONE(1) REQ'D. 75. SERVICE BAR PRINTER W/SUPPORT BRK'T ONE(1) REQ'D. 26. OFFICE DESK WITH O/HEAD CABINETS - ONE(1) REQ'D. 76. 18- DRAIN BOARD W/OPEN CABINET BASE TWO(2) REQ'D, 27. S/S WALL PANEL AT OVEN - ONE(1) LOT REQ'D. 77. 42" JOCKEY STATION WITH 66" DOUBLE RAIL - ONE(1) REQ'D. 28. WALK-IN COOLER VAULT ONE(1) REQ'D. 78. COPPER WALL PANEL (COLUMN & HEADER) - ONE(1) LOT REQ'D. 29. S/S COOLER VAULT TRIM ONE(1) LOT REQ'D. 79. COPPER BAR TOP - ONE(1) REQ'D. (SUB TOP BY G.C.) 30. COOLER SHELVING - FIVE(5) SECTIONS REQ'D. 80. SOLID SURFACE EXPO COUNTER TOP - ONE(1) REQ'D. 31. REMOTE, AIR COOLED ICE MACHINE W/BIN - ONE(1) REQ'D. (LEASED). 81. SPARE NUMBER. 82. DINING AREA SUPPORT COUNTER - ONE(1) REQ`D, 32. S/S FLOOR TROUGH W/CHEM-GRATE - ONE(1) REQ'D. 83. 24" DRAIN BOARD W/CABINET BASE - ONE(1)REQ'D. 33. BAG-N-BOX SODA RACK & CARBONATORS - ONE(1) REQ'D. (BY PURVEYOR). 84. HEAVY DUTY HOSE BRK'T. - ONE(1) REQ'D. 34, COFFEE BREWER - ONE(1) REQ'D. (BY PURVEYOR). 85. 86. SOILED DROP TABLE W/RACK SHELF & DUMP SINK ONE(1) REQ'D. 35. TEA BREWER/DISPENSER - ONE(1) REQ'D. (BY PURVEYOR). 36. SODA/ICE UNIT W/WATER DISP'R. - ONE(1) REQ'D. (BY PURVEYOR). 37. SUPPORT COUNTER - ONE(1) REQ'D. 38. O/HEAD CABINETS, (NO DOORS) - ONE(1) SET REQ'D. 39. P.O.S. REGISTERS - TWO(2) REQ'D. 40. MAIN PIZZA OVEN - ONE(1) REQ'D. 41. COPPER DROP SHELF - ONE(1) REQ'D. 42. WALL MOUNT PIZZA PADDLE RACKS - TWO(2) REQ'D. 43. APPS. PIZZA OVEN - ONE(1) REQ'D, 44. COPPER DROP SHELF & COPPER WALL INSERTS - ONE(1) SET REQ'D. 45. ENTREE PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 46. MAIN SET COUNTER - ONE(1) REQ'D. 47. VENTED ACCESS DOOR SETS TWO(2) SETS REQ'D. 48. REFRIG. PIZZA MAKE TABLE ONE(1) REQ'D. 49. CHEST TYPE ICE CREAM FREEZER - ONE(1) REQ'D. 50. DIPPER WELL - ONE(1) REQ'D. Cq LO X O Cq Ld 00 Cq 0 LO It JOB NO, 0619 REVISIONS NO, DATE DESCRIPtIO 11'�> 12-27-06 EQUIPMENT CHANGES J.R`W.\,,� 02 -19-07 WOMEN'S RESTROOM LAYOUT,-,, 08-10-07 DISHROOM LAYOUT J.R.W, DATE 11-14-06 SHEET 140 - O-N T-1 uns Complete Restaurant Services, Inc. 2668 MYRTLE SPRINGS AVE. DALLAS, TX. 75220 FAX 214/350-1131 REMOTE "ROOF TOP" REFRIG. UNIT FOR COOLER VAULT. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS.\ REMOTE "ROOF TOP" REFRIG. UNIT FOR ICE MAKER. VERIFY LOCATION WITH ARCHITECTURAL E.C. TO INSTALL DOOR ACTIVATED MICRO SWITCH 03 FOR FLY FAN. 25" -4 . Sw J -------- ;------7 u i 'iii ----------- 1 ; i r� ---- �, 16 111 , , 11❑ „ III Ii it I L_____41I' L-- i---___,_____ 5.1 I I 1 i I I I 08 I " 01 0 I � 8" E.C. TO DO ANY REQUIRED FIELD -L WIRING FOR REFRIG. CONTROL SYSTEM FOR COOLER VAULT, I.E. WIRING �07 SOLENOIDS & THERMOSTATS. CENTER LINE OF MULTIPLE STUB -UPS. d 7'-3" 37 ELECTRIC A Cp .......... SINGLE CONVENIENCE OUTLET (SCO) A ..........AMPERES ..........DUPLEX CONVENIENCE OUTLET (DCO) V ..........VOLTS Q ..........JUNCTION BOX (JB) W ... ....... WATTS ..HEATING ELEMENT OR POWER PHASE G ..........FLOOR RECEPTACLE AS NOTED DFA.......... DOWN FROM ABOVE ..........SPECIAL OUTLET AS NOTED SU ,,,•„•,STUB UP ABOVE FINISH FLOOR 0 ..........MOTOR OUTLET HP .......,..HORSEPOWER O ..........SOLENOID OR CONTROL CIRCUIT KW ..........SINGLE POWER OUTLET AS NOTED ..........KILOWATTS Sw ..........SWITCH AS NOTED .......... CONVENIENCEOUTLET,3 TWO CI SP SWITCH AND PILOT LIGHT WIRE OR NOTED .......... ..........LIGHT INDICATION BTF FIXTURE, FURNISH .....,,... AND INSTALL AND NL RECEPTACLE © ..........CONDUIT AS NOTED BTC.......... BRANCH TO CONNECTION POINT AND CONNECT TO EQUIPMENT PANELBOARD AFF.......... ABOVE FINISH FLOOR `= ......DISCONNECT SWITCH EL ..........ELEVATION ABOVE FINISH FLOOR 4 5 14 I j 1 CENTER LINE OF MULTIPLE STUB -UPS. 4'-5" 4= 6'-0" 21" 3", 38 41 40 N i I 25 i ff - OTHERS TO SPECIFY REQUIREMENTS FOR THESE AREAS. w ELECTRICAL -I - 01. ALL FINAL CONNECTIONS SHOWN ON THIS DRAWING ARE ACTUAL REQUIREMENTS OF THE EQUIPMENT AND ARE SHOWN IN TRIER APROXIMATE LOCATION. 02. LOCATION OF ROUGH -IN STUB IS INDICATED AT A.F.F. DIMENSION, WHICH IS THE STUB -OUT ABOVE THE FINISHED FLOOR. ANY SERVICE WHICH MUST COME FROM ABOVE THE CEILING OR UP FROM BELOW THE SLAB SHALL BE SO INDICATED ON THE DRAWING. 03. ALL DIMENSIONS ARE FROM FINISH FACE OF WALLS OR CENTER LINE OF COLUMNS. 04. FABRICATED EQUIPMENT CONTAINING A BREAKER PANEL OR EQUIPMENT INDICATED SO, SHALL BE PRE -WIRED BY THE FABRICATOR, READY FOR FIELD CONNECTION BY THE ELECTRICAL CONTRACTOR. 05. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES, STARTERS, DISCONNECTS, ETC. FOR ALL EQUIPMENT UNLESS OTHERWISE NOTED. ALL DISONNECTS AND/OR LOCK -OUT DEVICES, STATERS, ETC. TO MEET N.E.C. AND O.S.H.A. STANDARDS. 06. ALL RECEPTACLES SHALL BE GROUNDED PER N.E.C. AND O.S.H.A. REQUIREMENTS. 07. ELECTRICAL CONTRACTOR TO PROVIDE CONTROL WIRING AND ELECTRICAL SERVICE FOR REMOTE REFRIGERATION SYSTEMS FOR WALK-IN VAULTS AND ICE MACHINES, LOCATIONS FOR ELECTRICAL SERVICE TO BE COORDINATED WITH ELECTRICAL ENGINEER. 08. WHEN OUTLETS ARE INDICATED, IT SHALL BE ASSUMED THAT ATTACHED CORD AND PLUG SET IS STANDARD WITH EQUIPMENT, UNLESS OTHERWISE NOTED. I i IL ------ Ir------� III II IA---------------------------- 1 ----------- JL II � I II / L-____� 1 I - ELECTRICIAN TO PROVIDE JUNCTION SEAL WITH MASTIC AROUND BOX, CONDUIT AND WIRING FROM PERIMETER OF OPENING -LIGHT FIXTURE TO ROUGH -IN POINT. DURING INSTALLATION OF NO CONDUIT TO BE RUN FIXTURE. ON INTERIOR OF VAULTS O U VA Y��`'`�._VAULT CEILING I' - O 1/2" RIGID NIPPLE (LENGTH AS REQUIRED) ' - INSTALLER OF LIGHT FIXTURE TO WIRE FIXTURE AND FILL NIPPLE WITH URETHANE DOUBLE TUBE VAPOR PROOF FOAM TO PREVENT PASSAGE OF AIR. FLUORESCENT LIGHT FIXTURE. W A L'K-- I 'N'' LI(G'HT i D"ETAIL SCALEKZ NO I I "---------------------- ----- I I ----------------------------- -------------a----- iiII I ;'uyJi I I L - - - - - - - - - - - - ----J I _,-,_�-,__,-,_�_�_._ .J. 70, 5'-2" .8", . . I I CELECT'RICAL REQUIREMENTS PLAN I I a I ON[N:1■lielI ME, _'_V_...._. ..� ..,�.....�„ ..v, ..�............. ...........V ...� .. ��........... V ... .. _ 01. 208V-60-3PH-60.0 AMP, J-BOX, EL, 5'-0" A.F.F., B.T.C. ON DISHWASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT, AND PROVIDE QUICK DISCONNECT SWITCHING WHERE REQUIRED BY PREVAILING CODES). 02. 120V-60-1 PH-10.0 AMP, D.C.O., EL. 5'-0" A.F.F., FOR DISH WASHER DETERGENT SYSTEM. 03. 120V-60-1 PH-5.1 AMP, J-BOX, EL. 8'-0- A.F.F., B.T.C., D.F.A., THROUGH DOOR ACTIVATED MICRO SWITCH, ON WALL MOUNTED FLY FAN. 04. 120V-60-1PH-15.0 AMP, (RATED), D.C.O., EL. 14" A.F.F., FOR CONVENIENCE OUTLET. 05. 120V-60-lPH-8.7 AMP, J-BOX, EL. 10'-0" A.F.F., B.T.C. ON COOLER BLOWER COIL. (ALL PENETRATIONS AND CONDUIT ARE TO BE SEALED AIR TIGHT). 06. SPARE NUMBER. 07. 120V-60-1 PH-900 WATT, J-BOX, EL. 10'-0" A.F.F., B.T.C. ON COOLER VAULT DOOR HEATER & LIGHTING CIRCUIT. (E.C. TO MOUNT 48„ VAPOR PROOF LIGHT FIXTURE, SHIPPED LOOSE FROM THE MANUFACTURER, SEE DETAIL THIS SHEET). 08. 120V-60-1 PH-15.0 AMP, (RATED), D.C.O., EL. 4 -2f/A,F,F„ FOR 7.5 AMP SLICER. 09. 120V-60-lPH-10.9 AMP, D.C.O., EL. 14" A.F.F., FOR REACH -IN FREEZER. 10. 120V-60-1 PH-15.0 AMP, (RATED), D.C.O., EL. 4'-2" A.F.F., FOR CONVENIENCE OUTLET. 11. 208V-60-1 PH-2.7 H.P.M., J-BOX, EL. 36" A.F.F., B.T.G. ON 60 QT. MIXER. 12. 208V-60-1 PH-11.0 K.W., S.C.O., EL. 24" A.F.F., FOR ELCTRIC FULL SIZE CONVECTION OVEN. (E.C. TO PROVIDE AND INSTALL CORD & CAP). 13. 120V-60-lPH-2.0 AMP, J-BOX, EL. 24" A.F.F., B.T.C. ON PIZZA OVEN. 14. 208V/23OV-60-1 PH-30.0 AMP, J-BOX, EL. 7'-0" A.F.F., B.T.C., ON ICE MAKER HEAD. 15. CONTROL CIRCUIT J-BOX, EL. 7'-0" A.F.F., E.C. TO ROUTE CONTROL WIRE/POWER SUPPLY FROM ICE MAKER HEAD, UP TO REMOTE AIR COOLED REFRIGERATION UNIT ON THE BUILDING ROOF. (VERIFY ROOF LOCATION WITH ARCH. DRAWINGS). 16. 120V-60-lPH-10.0 AMP, D.C.O., EL. 6'-0" A.F.F., FOR SODA SYSTEM CARBONATOR. 17. 208V-60-1PH-20.0 AMP, S.C.O., EL. 4'-2" A.F.F., FOR COFFEE BREWER. (E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED EQUIPMENT). 18. 120V-60-lPH-20.0 AMP, D.C.O., EL. 4'-2" A.F.F., FOR TEA BREWER. (E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED EQUIPMENT). 19. 120V-60-1PH-10.0 AMP, D.C.O., EL. 14" A.F.F., FOR SODA/ICE DISP'R. 20. CONTROL CIRCUIT J-BOX, EL. 4'-2" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 21. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 4'-2" A.F.F., FOR P.O.S. REGISTER. 22. 120V-60-lPH-300 WATT, J-BOX, EL. 5'-0" A.F.F., B.T.G. ON E.C. FURNISHED LIGHT TRAC MOUNTED TO UNDER SIDE OF O/HEAD CABINETS. 23. CONTROL CIRCUIT, J-BOX, EL. 10" A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 24. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), J-BOX, EL. 18" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O., FOR ORDER PRINTER. 25. 120V-60-1PH-20.0 AMP, F-PLEX J-BOX, EL. 24" A.F.F., FOR A/V SYSTEM. 26. 120V-60-1 PH-20.0 AMP, J-BOX, EL. 26" A.F.F., B.T.C. ON PRE -WIRED J-BOX IN FIXTURE BASE FOR MAIN SET COUNTER REFRIGERATION SYSTEM. 27. 120V-60-1 PH-2.0 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ICE CREAM FREEZER. 28. CONTROL CIRCUIT S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM S.U. BACK TO OFFICE AREA FOR P.O.S. PRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 29, 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ORDER PRINTER. 30. 208V-60-1PH-800 WATT, J-BOX, EL. 26" A.F.F., B.T.C. ON HEAT STRIP. 31. 120V-60-lPH-14.0 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR REFRIGERATED PIZZA PREP. UNIT. 32. 120V-60-1 PH-5.7 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR BACK BAR REFRIGERATOR. 33. CONTROL CIRCUIT J-BOX, EL. 16" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. (SHOWN AT TWO LOCATIONS). 34. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 16" A.F.F., FOR P.O.S. REGISTER. (SHOWN AT TWO LOCATIONS). 35. CONTROL CIRCUIT J-BOX, EL. 42" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR SERVICE BAR PRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.G. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 36. 120V-60-lPH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 42" A.F.F., FOR SERVICE BAR PRINTER. 37. 120V-60-lPH-15.0 AMP, (RATED), D.C.O., EL. 12" A.F.F., FOR CONVENIENCE OUTLET. 38. 120V-60-1 PH-5.8 AMP, D.C.O., EL. 14" A.F.F., FOR MUG FROSTER. 39. 120V-60-lPH-8.5 AMP, D.C.O., EL. 14" A.F.F., FOR KEG COOLER. 40. CONTROL CIRCUIT J-BOX, EL. 18" A.F.F., E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR PPRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH OWNER. 41. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 18" A.F.F., FOR ORDER PRINTER. 42. 120V-60-1PH-500 WATT, J-BOX, EL. 10'-O" A.F.F., B.T.C. , D.F.A. ON E.C. FURNISHED LIGHT TRAC ON UNDER SIDE OF COPPER SHELF. 43. 120V-60-1 PH-20.0 AMP, J-BOX, EL. 12" A.F.F., B.T.C. ON GLASS WASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT). 44. 208V/23OV-60-3 PH-1 1/2 H.P.M., ROOF STUB, B.T.C., THROUGH QUICK DISCONNECT, ON COOLER VAULT REMOTE REFRIGERATION UNIT. (VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS). 04 LO V'} w H vi J O Uj N r w > rn cV �- Lja w in LO i a i JOB NO, 0619 REVISI❑NS NO, .....�-DATE ,., DESCRIPTION 1yr 12-27-06 ROUGH -IN CHANGES J.R.W. 02-19-07 WOMEN'S RESTROOM LAYOUT 08-10-07 DISHROOM ROUGH -IN J.R.W. DATE 11-14-06 SHEET ( ' C m R �Smi I I Complete Restaurant Services, Inc. 2668 MYRTLE SPRINGS AVE. DALLAS, TX. 75220 FAX 214/350-1131 1���I�l{+`�fiily>>(Ella'�i��(�I�lll�ITl�l�li►y11'lli WATER HEATER AND FLOOR TYPE MOP SINK WITH HOSE BIBB WALL FAUCET. I24" 10'-6" IF 19 I u -- ---- , ! it , 1 4r III 08 Ir 11' IIif " I 01 » a. ---�a upCID 9 s IE I I I I\\ I I I♦ {K ,1 0� 21 01 1 ♦1 1 I 1 II II ii i1 �_ _LEI i wil. lnlnui rl i 1,•`-' r ii 1 I i 1�1 i I 1 11 QI 111 1 1 1 1 11 1 1 �i i I t` / ll ,\ "I I . l�- I II ki#*kl*tT= i 1 1 Ill I l l l l n l l 1 I ��__ _•� I I II 111 1 11 1 1 1 1 1 1 I I 1 1 r, - r?"+r� ----- �'11 /\ I I \ I I I I 1 II III I I I I I Hit I 1; !\ v''= - I 11 I I I 11 , I I !- , lj , 1 41IIil I I I I I I I I J r i I I I\ 1 I I l` La J u'ly I UIL 41� I ; 11,11 ;x` 1111 `x\ i1 ' `\t ii ' F=_� --=�rl-''" 'T-r1 '___ I�1I�I Imo'-��III i/ I -71 - ---If ------------------------ L_ T LZZZ=zzzzzzzz=zj__I'1L FINISHED FACE OF EXTERIOR WALL. I-11t -, TTT I 11 -1i II I I I 1 ®�_ I� j ' _ �_u-i1 17 .I) IJI --- I 35 L 38 _ _____�y��.. 36-" ; 1-, 1 I ,I I I II„it Id e i nil r------------------� i L__________________J1 In l i t I II�J _J Ir---------_------- 11t I- L------------------- -- TRENCH DRAIN TO BE SPECIFIED BY OTHERS. 31 32 -1 " 3" j TRENCH DRAIN TO BE N 33 SPECIFIED BY OTHERS. I fr= =�1 a u u 6\,c�t�.dbttt ��..✓_�e�JrS� a m I I , ! ,. � -- J- `y� it 11 II I rl� fi C i r(r`µ L� ��� ,� II it II , / 11 �-I\•` %M1'� III 1 J------ ' 11 W L =_J'I II U 11 II 11 11 , LI i--'1 _J''1 \. j It II II II IIf yII ���c-�3 � � Iil III AL_.J I I I I ' L_____________________________________________________________________e_-_ 4'-6" 15" 6, 6'-5" 40" 36, w. PLUMB NG GENERAL NOTES: _ ALL PLUMBING REQUIREMENTS AND OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY KITCHEN EQUIPMENT SUPPLIER, FOR ANY ADDITIONAL BUILDING REQUIREMENTS, SEE OTHER MECHANICAL PLANS. ALL DIMENSIONS GIVEN ARE FROM FINISHED FACE OF WALL AND IN INCHES UP TO 4'-D". ELEVATIONS GM ARE FROM FINISHED FLOOR TO CENTER LINE OF ROUGH -IN. ALL FLOOR DRAINS ARE TO SET 1 j2" BELOW FINISHED FLOOR UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOOR SO CLOSE TO DRAIN AS TO CREATE "PITS" OR "On' IN FLOOR. MINIMUM RADIOUS OF SLOPE TO BE 24' FROM CENTER LINE OF FLOOR DRAIN. PLUMBER TO CONECT ALL WATER LINES, GAS LINES, WASTE LINES, INDIRECT WASTE LINES, ETC. TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM REQUIRED UNITS TO DRAINS AND THESE LINES ARE TO BE NO SMALLER THAN THE CONNECTION STUB OF THE FIXTURE. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES, CUT-OFFS, TRAPS, HYDROSTATIC SHOCK ELIMINATORS, PRESSURE REGULATORS, QUICK -DISCONNECT FLEX CONNECTORS, AND ANY MATERIAL NECESSARY TO CONNECT ALL LINES, UNLESS OTHERWISE NOTED IN THE ITEMIZED SPECIFICATIONS. FAUCETS AND DRAIN OUi-LET FITTINGS ARE TO BE FURNISHED BY KITCHEN EQUIPMENT SUPPLIER. ALL WORK TO BE PREFORMED IN FULL ACCORDANCE WITH ALL APPLICABLE CODES RE- LATING TO THE INSTALLATION AND HOOK-UP OF EQUIPMENT. TRENCH DRAIN TO BE SPECIFIED BY OTHERS. r--------- lr---- �----------------------- I Ij i i I I 11 , � ; • II�----�- ---------------------- I I u it i l L PLUMBER TO RUN HARD COPPER DRAIN LINES, HIGH AS POSSIBLE FROM VAULT COILS TO VAULT WALLS AS INDICATED, THEN DOWN ON SLOPE TO A POINT 18" A.F.F., THEN THRU WALLS, FORMING A "P" TRAP FLAT AGAINST WALL, THEN EXTENDING TO DRAIN. ALL LINES ARE TO BE STRAPPED AND SECURED IN A NEAT MANNER HAVING ALL PENETRATIONS FULLY SEALED. -VAULT COIL VAULT WALL PROVIDE MIN. 1/2" SLOPE PER LINEAR FOOT OF ALL VAULT WALL HORIZONTAL DRAIN LINE, PENETRATRATIONS TO BE FOAMED & SEALED \PROVIDE IN -LINE UNION. FORM "P" TRAP FLAT TO VAULT WAL DRAIN EN SITE HUB t1'_\COLUMN CENTER LINE I MEC"'HANIUAL SYMBOLS & ABBREVIATIONS 6 - C.W. - COLD WATER AFF - ABOVE FINISHED FLOOR - ® - H.W. - HOT WATER SU - STUB UP - G - GAS SUPPLY BTC - BRANCH TO CONNECTION JE - SS - STEAM SUPPLY DFA - DOWN FROM ABOVE C� - CR - CONDENSATE RETURN CFM -CUBIC FEET PER MINUTE - DO - DIRECT DRAIN FPM - FEET PER MINUTE (( - HD - HUB DRAIN KES KITCHEN EQUIPMENT SUPPLIER ® - FD - FLOOR DRAIN WG - INCHES OF WATER GAUGE - FFD - FLOOR DRAIN W/ FUNNEL SP - STATIC PRESSURE ® - FS - FLOOR SINK GPH - GALLONS PER HOUR - EVC - EXHAUST VENT CONNECTION PSI - POUNDS PER SQUARE INCH ®- SVC - SUPPLY VENT CONNECTION EL - ELEVATION A.F.F. ( - FIR - DIRECT CONN. FLUE RISER BFF - a BELOW FINISH FLOOR OTHERS TO SPECIFY REQUIREMENTS FOR THESE AREAS. 1 -�- I -FR-- - - - j 9 { I a i i JI I i II II II ----------------------------------- r- - r , I I L_I ', 1I• !' I � ! I ', SIP 1' L.J I I `'' PROVIDE 1" AIR GAP FINISHED FLOOR BETWEEN TRAP OUTLET AND DRAIN. C"'U"IL DRAIN DETAIL �KV 0 SCALE . 1 II I L-------- I ---- 2) 1 I 1 1------------------------ Il r-, ir-------------------- II r--f 11 ---------------- , . 1 r------------- -1 I - I I I I 1 I I I L___________..--J PLUMBING,/MECHANICAL REQUIREMENTS PLAN '3 SCALE: 1/4' = 1'-0* PLUMBING LEGEND 01. 1/2" C.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2" H.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 04. 1 1/2" WASTE, EL. 16" A.F.F., B.T.C. ON HAND SINK DRAIN. 05. 1/2" N.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM POT SINK UNIT, 07. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM SCRAP SINK AND DUMP SINK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. 09. 3/4" 140 DEGREE H.W., EL. 14" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" H.W., EL. 16" A.F.F., B.T.G. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT). 11. 1/2" C.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 12. 1/2" H.W., EL. 16" A.F.F., B.T.C. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN TABLE SPLASH. 13. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL THIS SHEET). 14. NAT. GAS„ 220,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.C. ON PIZZA OVEN. 15. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 16. 4" HUB DRAIN, EL. 9" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL THIS SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN. 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 18. 3/4" C.W., EL. 7'-0" A.F.F., B.T.C., THROUGH WALL MOUNTED FILTRATION UNIT, ON ICE MAKER HEAD. 19. 1/2" C.W., EL. 6'-0" A.F.F., B.T.C. ON SODA SYSTEM CARBONATORS THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/2" B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.P.G. VALVE. 21, FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22. 1/2" C.W,, EL. 12" A.F.F., B.T.C. ON SODA SYSTEM WATER DISP'R. 23. 1/2" C.W., EL. 24" A.F.F., B.T.C. ON COFFEE & TEA BREWER. 24. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT. GAS, 188,000 B.T.U., 3/4" N.P.T. CONN., D,F.A., TO 24" A.F.F., B.T.C. ON PIZZA OVEN. 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2" H.W., S.U. 4" A.F.F., B.T.C. ON DIPPER WELL DRIP FAUCET. 29. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. 30. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD & ICE WELL. 31. 1/2" H.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET, 32. 1/2" C.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 33. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, BAR TOP DRAINER PAN, HAND SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE H.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. 36. 1/2" C.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 37. 1/2" H.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 38. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD & ICE BIN. 39. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DUMP SINK. 40. 1/2" C.W., EL. 14" A.F.F., B.T.C. ON DUMP FAUCET. " 41. 1/2" H.W., EL. 14" A.F.F., B.T.C. ON DUMP FAUCET. 42. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER. 14 GA. S/S TRENCH LINER HAVING 3/4" COVED CORNER CONSTRUCTION, TO SLOPE TO COMPONENT HARDWARE #D34-YO11 BASKET DRAIN WITH SAFTEY CHAIN, AND FITTED WITH 3" O.D. S/S TAIL PIECE TO EXTEND DOWN INTO 1" THICK CHEMGRATE HAVING A STANDARD CP-8V RESIN OR EQUAL. 2 1/2" AS NOTED IN LEGEND ' 2 1/2" FLOOR 1» 1 TILE GROUT 3/4" FINISHED FLOOR tn_ - •• ®f . ♦'',.<A'tl~gi pjr+ia.�a'yi°. Ma�`awrw,f•' �t /y�tti,e ;.,, ♦ . •� ... ♦ .. ° � '! a`aC•. `1e,�^, wr7rp""•-•�y'' ,., . i. ::roc °.�..,s,: : «s;�• a,ly' op•4tt r - ®a: a:• •,ia;..^.Fi,B'.. •3ts•'r;`+„�,^�Y .B ,g`'="✓4 ;;, '�ifi';:•v •°•p •>e, GROUT SETTING BE BY G.C. "Z" CLIP ANCHORS WELDED TO UNDER 4" HUB DRAIN, SET AT 9" B.F.F. SIDE OF TRENCH LINER. SCALE:K�3��SIS FLu"'OR T R U` U G" H DETAIL J3 to h (n X w F- N J O r'j to r O O � I 00 C3 Ck: w V) to u� i �• i JOB NO, 0619 REVISI❑NS NO, HATE DESCRIPTI❑N 1� 12-27-06 ROUGH -IN CHANGES J.R.W. J 02-19-07 WOMEN'S RESTROOM LAYOUT 08-10-07 DISHROOM ROUGH -IN J.R.W. DATE 11-14-06 SHEET Complete Restaurant Services, Inc. 2668 MYRTLE SPRINGS AVE. DALLAS, TX. 75220 FAX 214/350-1131 i I I I 4" BRASS DISCN�4RGE ` 4" CONT, ON 4" CONT. ON 4" BRAS DISCHARGE 4' CONT. ON ! „ /'SITE PLAN SITE PLAN NOZZLE AT 12" :F.G. 51TE PLAN NOZZLE AT 12 A.F.G. i '� t t t � IL I y- _. _ Li� 411- :.�4 i_,�---£4Tr I - ----- �� o o t\ 4`Ji FIRE RISER TO REFER TO 51TE PLAN SWEET MEPI FOR CONT. v _'� �-4 V o ! FEE SIZED BY FIRE TWO -WAY -CO I 4" 4n i•m`.r-� ! �-4" ,,, 4a _� r _,I PROT�G�TI I CONTRACTOR (r �� 3Jr ( 4 �" OD r �n" n I OG p 11 2' CW RISER Y 4111 ! ' II ~ , r-; ;, +_-a--- 4" D � ECIt /.. �� HALL 4" R.D. ` I RE�JER TO SITE PLAN 5WEET MEPI FOR GONT. T� � F F ' + _ � _ _REFER TO SITE PLAN ! --- I -- -.�~ -I ._•_ REDUCED PRESSURE TWO -WAY -CO SWEET MEPI FOR WNT. _ If BACKFLOW PREVENTER 4 j ` ~� MEN r PER CITY 5TANDARD5 IE = 4.50' BFF .n IL II _ " 1 -- 4 311 I •'r'•y; � K.ITt..:1..1 EN Lam• I ..i �: , - TT 1 / { HEI.VES- - ;.I `fd. �EL`J ;,`� � I <i `� -ii:'♦ I' �l 3 I 2p V ,� LOW PRESSURE GAS METER 4' V DN �. RATED AT 11918 CFN l - • I I I 'll,�% •, � `�' � `� �I �, r : r �' ~~_ Y ,•�,, _ .; `N;, i . 'Pn , , _ _ "- BFF DOMESTIC BOOSTER SYSTEM I , ` - - 1 cc „ 1♦ _r - FIRE DEPARTMEN ill V { T CONNECTION I "-' I i 7�I -s / I 1-t1I -_ 'i ` l \ - _ _ �.r__=t. •. _ _ _ _ -.t- I / / I PI 7 �, I I - 1:..... - �.. ��, r r r, n c I. i (/a - _ _ PART FLOOR P LAN - STORM D RAI NAG E 01 � 1I11 1 1/4"COND. DRAIN 07 j 06 t 08 � I � / 1, _ _ I r t� � SCALE: 1/4"=1'--0" �- -J __DA IN51DE WALL PVIC. H/a, t i ->I TO MOP SINK , . �= ,I-- r,� ~. � I�- --+ _ '`. � \ I .:,. -I D7,2" V DN i' -�� I 2' VD �=== ;��If-?�L'� DN3" FD WITH 3 , r FED) T J _2"-•V-bN I �/ TRAP PRIMER 21 04,E �;,,,, I t TRAP P IIIE I i -- II::.v DN > PLUMBING LEGEND 01. 1/2" C,W,, EL. 14' A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2" N.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W,, EL. 20" A.F.F., B.T.G. ON NAND SINK FAUCET. 04. 1 1/2" WASTE, EL" 16" A.F.F., B.T.G. ON NAND SINK DRAIN. 05. 1/2" N.W., EL. 20" A.F.F., B.T.G. ON NAND SINK FAUCET. 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM POT SINK UNIT. 07. FLOOR SINK SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, AND DUMP 6INK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. Oq. 3/4" 140 DEGREE H.W., EL. 14" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" N,W,, EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT). 11. 1/2"G.W., EL. 16"A.F.F., B.T.G. ON SPRAY RINSE REMOTE MIXING VALVE. 12. 1/2"I N.W. EL. 16" A.F.F., B.T.G. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN S'PL TABLE ASN. 13. 2' OPEN-51TE NUB DRAIN, S.U. 2" A,F.F, (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL T14I5 SHEET). 14. NAT, GAS, 220,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 24' A.F.F., B.T.C. ON PIZZA OVEN. 15. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE, 16. 4" HUB DRAIN, EL. q" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL TNI5 SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN. 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 15. 5/4 11G.W., EL. 7 -0 A.F.F., B.T.C., THROUQW WALL MOUNTED FILTRATION UNIT, ON ICE MAKER HEAD. Iq. 1/2" G.W., EL. 6'-0" A.F.F., B.T.C. ON SODA SYSTEM CARBONATORS THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/2" B.F.F., ROUTE DRAIN LINE FROM 50DA SYSTEM R.P.G. VALVE. 21. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22 1/2" G.W., EL. 12" A.F.F., B.T.G. ON 50DA SYSTEM WATER DISP'R. 23. 1/2" G.W., EL. 2411 A.F.F., B.T.G. ON COFFEE 4 TEA BREWER. 24. FLOOR SINK SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT. GAS, I88,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.G. ON PIZZA OVEN. 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2' OPEN -SITE HUB DRAIN, S.U. 2' A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2' H.W., 5.U. 4" A.F.F., B.T.C. ON DIPPER WELL DRIP FAUCET. 2q. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND NAND SINK. 30. FLOOR SINK, SET FLU514 WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD 4 ICE WELL. 31. 1/2" N.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, R.T.G. ON NAND SINK FAUCET. 32. 1/2" C.W., EL. 10" A.F.F., STUB -OUT 13AR DIE WALL, B.T.G. ON HAND SINK FAUCET. 33. 2" OPEN -SITE NUB DRAIN S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK SET FLUSH WITH FINISHED FLOQR ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, BAR TOP DRAINER PAN, NAND SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE N.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. 36. 1/2" C.W,, S.U. 4' A.F.F., B.T.G. ON HAND SINK FAUCET. 37. 1/2' N.W., 5.U. 4" A.F.F., B.T.G. ON HAND SINK FAUCET. 35. 2' OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD 4 ICE BIN, TABLE 916.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS TOTAL FIXTURE DIAMETER OF UNITS SOIL OR BEING MAXIMUM DEVELOPED LENGTH OF VENT (feet)" WASTE' VENTED DIAMETER OF VENT (inches) STACK (inches) (diu) 11/4 11/2 2 2112 3 4 5 5 8 10 12 1'/,r 2 30 11/2 H 50 I50 -- - - - - - - -- - - 1'i2 10 30 100 2 12 30 75 200 2 20 26 50 150- 2'i2 42 30 400 1100 3 10 42 150 360 1,040 3 21 -- 3.3 110 270 810 3 >3 27 94 230 680 3 102 25, 86 210 620 4 43 -- 35 85 250 980 - - - - - 4 140 27 65 200 750 4 320 23 55 170 640 4 540 -- - 21 50 150 580 -- - - - 5 190 28 SZ 320 990 i 490 '1 63 250 760 5 940 - --- - is i 3 210 670- 5 - 1,400 16 49 191) 590 - 6 500 33 130 400 1,000 6 1.100 - - - - 26 100 310 780 - -- - 6 21000 22 84 260 660 6 21900 20 77 240 600 9 11,800 - - - 31 95 240 940 - - 8 3,400 24 73 190 720 n ADA/TAS PLUM13ING FIXTURES CONTRACTOR SHALL VERIFY ADAITAS PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS WITH FINAL ARCHITECTURAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ADAITAS APPROVED PLUMBING FIXTURES SHOWN ON THE FINAL ARCHITECTURAL CONSTRUCTION CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNT HEIGHTS AND SPECIAL MOUNTING INSTRUCTION AND LIMITATIONS. CONTRACTOR SHALL INSTALL ADAITAS APPROVED PLUMBING FIXTURES TO COMPLY THE LATEST VERSIONS OF THE ADA AND TEXAS ACCESSIBILITY STANDARDS CODES. TEXAS ENERGY CODE COMPLIANCE CONTRACTOR SHALL PROVIDE HEAT TRAPS ON VERTICAL PIPE RISERS TO WATER HEATER STORAGE TANKS SERVING NON - RECIRCULATING HOT WATER SYSTEM, INSTALL HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING. HEAT TRAPS SHALL BE INSTALLED AS CLOSE AS PRACTICAL TOTHE STO RAG CONTRACTOR SHALL PROVIDE AUTOMATIC TIME SWITCH ON DOMESTIC HOT WATER RECIRCULATION PUMP. AUTOMATIC TIME SWITCH SHALL BE SET TO SWITCH OFF THE RECIRCULATION SYSTEM DURING EXTENDED PERIODS WHEN HOT WATER IS NOT REQUIRED. CONTRACTOR SHALL INSULATE HOT WATER PIPING SMALLER THAN 1 1/2" WITH 1/2" INSULATION, AND HOT WATER PIPING 1 1/2" AND LARGER WITH 1" THICK INSULATION. CONTRACTOR SHALL PROVIDE A THERMOSTATIC MIXING VALVE ON THE HOT WATER SUPPLY PIPE SERVING PUBLIC RESTROOM LAVATORIES, THERMOSTATIC MIXING VALVE SHALL BE SET FOR A MAXIMUM TEMPERATURE OF 110 DEGREES. EACH RESTROOM SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE SIMILAR TO ARMSTRONG RADA 215 " ,--- \° 4'1�iW ' + --�`v--ate W_ '� - r" I 3" S5 I� ( FI��'1�/0� '� STORAGE W 1--- 3r V 1 04 ul r',♦ ',I, " 3� r n !r, IKL3 • V 2 YL-- -! --- 2" DN H p, I pT- v4u"Q<I -11� > I i�;lnr 08 I I i - 1 �-' - %l 16 �I In�. 4. S / r �"4 55 �� �-, I r I -•- � �-. `� .;., I ' / Sic � � 2' V DN I ✓ 3%55 �3v>` t - ✓ _ ' ��-- !'% +:) V I I, I/ NWC D WITH COOLER I OVEN { - _ E ..> -,- - I_ - _ _ _ i - - - - - _`I Ei _ _ -- , %4' �Gi7ND. DRAIN -Il- i ;( - r - , . '� I - ' ' tP TKRU ROOF 07,7 . 24'lar',r..2 I , u , FGO ! ' ` r I -�I , �- ---1------------ -- O d /::,.TO'RT,U' I - - I M 1 �j./ , I� �I� ;� t_ J '• �/; I 0 i 246U 3" VTR 2" V DN 08 I TR-I I D I S P LA' ' c; O ' .111\11 I fiY y: J 11 L 11 i I III I I `/f • I rI •vrv,• ,,�-L . %' .F-11-)L __ _-�__.Il�t _.-fit= :Yl . ,l' , `r--------- I -• ', r~LLLt��_�� I � PIZZA „ sue, 1• J I ,', ` y ll �� • �`��,/i �'d ' it- - I !----------�I r R , - OVEN �•OS ------- FCO ,08 ,DA LINES rL #. ��.. -•- -_�� F`t � _ ! -�RFVGN COLLAI DRAIN x�- R-I ` .._.... _......_.-...... _..._._ i i,-..........__---...._., ....._ - -- ' •♦ I Wi It 11) 1-$_ - ; - �, REFER TO SWEET 200 r SLAB PLAN FOR DIMENSIONED 3 -- �•�•� _ ,II h 1 _ - - +�- - 11 I LOCATION.: -OF. --DRAINS RAINS i1' . i • II i II X1 X"v fair0C., VI i _._........_._ i` I ------------------------------ y- -- II 11� >I 34 _ _ _-161161108 _ 29 30 V FCO 4 55 cwv 11 cwv s 33 -,r"� 3" V DN --''� _ -j��+ e �- I '� ; lll���„' , I mil _ �- ,/ • I _ _ 4 55 _._.._......_...__..._.. .....----..... _._.......__,..._ - ....., ... _...--....- _.._ _ I TRENCH DRAIN ; -- i tit , _-� 1 l '?S C--- F -r - li-• I En� G --J � � .� F War-•-'.,... • ,�,A Q 'op''14Dt�'�+i'�'� , i5 , ~ �i ! 41f•l. _... 44 `jn„i r', F"� .,� - ' {: �titW � �LJ•• DINING __.._.__ ..._.��., .;W..'a �..c �., 5. _r If t{ ". i two - ,,� i r� r' •'•• Y,' ,: _....... .._ ... _ r EI`JTR`r' t I. III i ) rf li ! IJ I � I I I � I I �r �• I THE SEAL AP RING ON T1415 DOCUMENT WAS AUTNURIZED -BY 2 ) SHOJI UJGUS AUGUST 16, 2007 U, 01 FLOOR PLAN - WASTE AND VENT N SCALE: 1 /4"= V -0" AdLow THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS REI.EASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. 054327 ON AUGUST 16, 2007 2351 W. Norihwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Ula 1203, Lock Box 30 Fax (214) 350-6497 Dai= Texas 75220 SAI Job ho 0E062 M N u7 to �. X W Ld I- o 0 %J W (� a ♦� I-- w - ie Lv � u aC LLJ � .- ..•. T � � 0 In let W W r--) z lv� > JOB N0.0619 REVISIONS NO. DATE DESCRIPTION A, 08-I6-07 COMER_ MNT� V. c E)ATE 02-16-2007 5H E ET a /10a 6 LC, a Pi p PLUMBING LEGEND 01. 1/2' C.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2" N.W., EL. 1411 A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W., EL. 2011 A.F.F., B.T.C. ON NAND SINK FAUCET. 04. 1 1/2" WASTE, EL. 16" A.F.F., B.T.G. ON NAND SINK DRAIN. 05. 1/2" H.W., EL. 2011 A.F.F., B.T.C. ON NAND SINK FAUCET. 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM POT SINK UNIT. 07. FLOOR SINK, SET FLU514 WITH FIN15HED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, AND DUMP SINK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. Oq, 3/4" 140 DEGREE H.W,, EL. 14" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" N.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT). 11. 1/2" C.W., EL, 1611 A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 12. 1/2" N.W., EL. 16" A.F.F., B.T.C. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN TABLE SPLASH. 13. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL THIS SHEET). 14. NAT. GAS, 220,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 24" A.F.F., B.T.C. ON PIZZA OVEN. 15. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 16. 4" HUB DRAW, EL. q" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL T1415 SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN. 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 18. 3/411 G.W., EL. 7'-011 A.F.F., B.T.C., THROUGH WALL MOUNTED FILTRATION UNIT, ON ICE MAKER HEAD. Iq. 1/211 G.W., EL. 6'-0" A.F.F., B.T.G. ON SODA SYSTEM CARBONATOR5 THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/2" B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.P.G. VALVE. 21. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22. 1/2" G.W., EL. 12" A.F.F., B.T.G. ON SODA SYSTEM WATER DISP'R. 23. 1/2' C.W., EL. 24" A.F.F., B.T.G. ON COFFEE It TEA BREWER. 24. FLOOR SINK, SET FLUSH WI H FINISHEDFLDOR,ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, , REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT. GAg8,000 B.T.U., 3/411 N.P.T. CONN., D.F.A., TO 24" A.F.F,, B.T.C. ON PIZZA OVEN. 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2" H.W,, S.U. 4" A.F.F., B.T.C. ON DIPPER WELL DRIP FAUCET. 2q. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. 30. FLOOR SINK, SET FLU514 WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD 4 ICE WELL. 31. 1/2" N.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.G. ON HAND SINK FAUCET. 32. 1/2" C.W., EL. 10" A.F.F,, STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 33. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, N BAR TOP DRAINER PAN NAN D SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE H.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.G. ON GLA55 WASHER. 36. 1/2" G.W., 5.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 37. 1/2' H.W., 5.U. 4" A.F.F., B.T.G. ON HAND SINK FAUCET. 38. 2" OPEN -SITE NUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD 4 ICE BIN. 0 t TEXAS ENERGY CODE COMPLIANCE CONTRACTOR SHALL PROVIDE HEAT TRAPS ON VERTICAL PIPE RISERS TO WATER HEATER STORAGE TANKS SERVING NON - RECIRCULATING HOT WATER SYSTEM. INSTALL HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING_ HEAT TRAPS SHALL BE INSTALLED AS CLOSE AS PRACTICAL TO THE STORAG CONTRACTOR SHALL PROVIDE AUTOMATIC TIME SWITCH ON DOMESTIC HOT WATER RECIRCULATION PUMP. AUTOMATIC TIME SWITCH SHALL BE SET TO SWITCH OFF THE RECIRCULATION SYSTEM DURING EXTENDED PERIODS WHEN HOT WATER IS NOT REQUIRED, CONTRACTOR SHALL INSULATE HOT WATER PIPING SMALLER THAN 1 1/2" WITH 112" INSULATION, AND HOT WATER PIPING 1 1/2" AND LARGER WITH 1" THICK INSULATION. CONTRACTOR SHALL PROVIDE A THERMOSTATIC MIXING VALVE ON THE HOT WATER SUPPLY PIPE SERVING PUBLIC RESTROOM LAVATORIES. MIXING VALVE SHALL BE SET FOR A MAXIMUM TEMPERATURE OF 110 DEGREES. .THERMOSTAT C I M XI EACH RESTROOM SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE SIMILAR TO ARMSTRONG RADA 215 FIRE PROTECTION (ENTIRE BUILDING) CONTRACTORSHALL COMPLETE WET TYPE FIRE PROTECTION SYSTEM FOR THE ENTIRE BUILDING HA PROVIDE A E CONTRACTOR SHALL SUBMIT FIRE SPRINKLER DRAWINGS AND INFORMATION TO STATE AND LOCAL AUTHORITIES AND RECEIVE APPROVAL PRIOR TO SUBMITTING TO ARCHITECT/ ENGINEER AND SYSTEM INSTALLATION FIRE SPRINKLER SYSTEM SHALL COMPLY WITH STATE BOARD OF INSURANCE, NFPA STANDARDS AND LOCAL FIRE CHIEF OR FIRE MARSHAL REGARDING DESIGN, MATERIALS AND INSTALLATION. REFER TO MECHANICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE FOR ADDITIONAL REQUIREMENTS REQUIRED BY OWNER'S INSURANCE CARRIER AND INFORMATION REGARDING REQUIREMENTS. CONTRACTOR SHALL CONTACT ARCHITECT FOR INFORMATION REGARDING OWNER'S REPRESENTATIVE. ADAITAS PLUMBING FIXTURES CONTRACTOR SHALL VERIFY ADAITAS PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS WITH FINAL ARCHITECTURAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ADAITAS APPROVED PLUMBING FIXTURES SHOWN ON THE FINAL ARCHITECTURAL CONSTRUCTION CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNT HEIGHTS AND SPECIAL MOUNTING INSTRUCTION AND LIMITATIONS. CONTRACTOR SHALL INSTALL ADAffAS APPROVED PLUMBING FIXTURES TO COMPLY THE LATEST VERSIONS OF THE ADA AND TEXAS ACCESSIBILITY STANDARDS CODES, SPECIAL NOTE EACH LAVATORY AND HAND SINK SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE TO LIMIT FAUCET WATER TEMPERATURE TO 110 DEGREES THERMOSTATIC MIXING VALVE SHALL BE SIMILAR TO ARMSTRONG RADA MODEL NUMBER 215. } 3) 4 i I REDUCED PRESS E j - - j BACKFLOW PREVE TER )AA PER CITY STAND ' D5 I C A I ` INAK 3' GAS UP TO ROOF LOW PRE55URE GA5 METER 2" CW DN RATED AT 11918 CF14 �` a 3" FD WITH NFWN AT 18' r- 0] TRAP PRIM ABOVE RAMP i FIRE DEPARTMENT CONNECTION �'�, CONTRACTOR 5NALL DROP WATER LINES SERVING/KITCHEI' I 1/2" HW DN ROUTE GAS FIFE ;�i, r- EQUIPMENT DN WALL AWAY FROM ELECTRICAL P NEL5, T' I4 I I 1/2 CW DN GAS COCK-TYP, U I[ WALL AND -i:�: ;- ��_ _- _ - ---r-� _.1F - I I I UNION-TYP. OUTtfP - - -- �-- �----_ - � �---------- -, 3/4" GAS •' 409VE-CEI L4-NG - - -- ' ' -` - - - �t- /� ---- - --- _ __ -- __ -- J �_ - _ __ _ __ __ __ _ I _ _ _- - _ _ ___ - v, ___ A } DIMMER PANEL 'D' -� -"_ - �J ` - 1/2 GAS _ '�-- - - tI �_514' DN V2" CW DN -� 3 4" NW DN 02 _- - 314" Cl l I y'� -' CONTRACTOR SHALL DROP WATER LINES SERVING _�, G _ _ I, ; a KITCtN EG�JIPMENT DN WALL BETWEEN ECTRICAL ; 7 I I (_- CW DN �_ , , , � � ` � `' 01 -` . ' \ �' �/�,' '� PAI�EL5, TO ROUGH -IN LOCATION. f 11 �1. 3/4" GAS DN FAN W/WATER M15TER N • 1 14t CW DN I , ' - !I - O2 r - - - 1 Q \ �:�J_ _ %j. I/2 -IW DN 1/2 CW DN ` - i ` i �-i. ---- \ Aj�! 1 � 1i 6 -IDN -, f 1'�� Li tll ` CW I ' 3/4' E W 11 1 /2"0 = NE i i i /;f NWG -e- I� I/2 �W DN 4 , , 3/4 GW Pk:- 9' .` .. - t7 i Q FIL -n 3 r, i'-�.� -- I fly i -...- n �I n y 1 HW DN - 7 - % 1,/2 HW DN '�. 3/4 CWPIREW'OOD Q O i M 5 - , -_-- - --- =�I 1 1/4' C \ UR i `��-=I 1 n GA 03 I I .I:. 1 u 'ill DN a.E I 3 cli - I 5 O 3 FD WITH \ 11/2' C TORA �E .! - - 7 TRAP PRIMER 1 01 3/4 GAS DN 1/2' HW DN -!� / '� F '.:' . _ _i • • 0 5/4' HW t � � _ 12 �, f ' - I ! .� n t •• 1 GAS SERVICE BY GAS COMPANY I" HW �/ - - - - - - �'' 1 1/2" j W� l (.� H f�_ If CW - r-1,R �'; <CW �,,� - - r // - - - I 1 PAID FOR BY CONTRACTOR 7`'�,-: �.. I , / 114a2 H p e • . I': 2il 3/4 GAS CW )N WITH 14W_ a I �I + / PRIMER r .1 I i r <`\\ I / I HWC--- REFER TO 51TE PLAN = '` - I �`a \�'"?f `- 5HEET MEPI FOR CONT. - pN RN RN C. - _J - r - - - - I �' i I �/ I I l I u - - IT. GA , W Q P,►1 n I it e I • �_ll2 CW DN _ CO LER I Cti 1 I D' I �► G ' �;� GAS TO TRAP PRIMER t 7 y .-_ I u �\ G J I I I i i % _ ,+ �5. LINE UP THROUGH •• I i/2' HW � / I ►,�-`T'-CW DN ,^p� i.. `- I �c I , 2"-GA5--1 I I` 14 \ JROOF (TYPICAL; I--- WG -- J 4 4.5 z I I 1 I /�/ L-� " •,; �\ n ,'�, 1" OW DN ; L. _- .- _.._ � Y' �/� i(�SI ; r � r ti / \ I-"'r-•-� °i 1 � i u -I . I % � L V 4 ' _ - 746Q 1 1/2" 1410M "' -� _ - _ - -_ _ -.- - I I/4 GAS • %�'�. I" NW DN r 1 1/2" GAS I I/2" HW DN t+ 1 `---1 1/2 GAS 4 I 1/2' CW DN � FAN W/WATER MISTER _ 3/4 GAS DN 1 1/2 HW ($ �6 37 �---------� a _-------=� I+ - III I 1 I G 5 PIPE LIP TNRU ROOF RN RN fit 11 JI 1 I I I i •�• / e ;"'` ' _ ,' !i' !�r, `,i' ,' I FLA I PER ARCH: DETAILS 1 1 _ _ - \ f'• k � - J'J , ' }'I j ' it f I�, ill �•, I I� ��'� I ��� -.� i-' .. .' -.. . _..... ------------ i:...GQS -'RUN UNDER j? u -------- f,} I,l;i''I,', II _ TRELLIS FRAMING 1 'I t .+ I 1 ZZA t ,r-r'rt ni I ,���'.� I k �q'I _ a- -- ----___--_. . _.. - __. .- II i . _. _ ... ; U. EN _-------- I \ \ 31 32�I , LINES " rG I :j J I z d/ t I i IW rGLUPhN''! u••: 1 1/2 GAS UP THROUGH ROOF - "�y. 1 » 'LASE WAY. _...- _ .._ NFWN AT.. i8•' FG l yvf?iif: i Ii=JI �rY>3/4" GAS DN \ - -.- - - 1 - - - - - 1-� - u. \ z- P-� - I _- _ - d _ ._........-_...__ ._-.._..-._.._. _.__-.._.....-. _ _ - D 1- i --aaa �'`I i _asp -314 HW III II .s........ p } � • '• 3T4 GAS' . ...- - - .... .... .-. _.... _.. GAS PIPE UP TNRU ROOF i Y�?> `i l '� = = - - _ _ _ _ _ _ -_I1 / 3/4" HW:�..ti tl �, �I _ FLASH PER ARCH. DETAILS 1' 14W�• "�''k W/WATER RN RH �� FAN •i'1ISTER of ===��_-__DS- _�- 1/2" CW 35 ; �.``�;_..._-._..._._-..-.. _.-..-....._.............. _.._......_..._ PATIO 1 1/4' Hw BAR r } �x • j _..._. ....._..__ .....-. _.... ---_..__......- 51 I IF19191 , a I I G 5 3/ 5 D G ; r-- .: .• .' 3/4 .GA5..- I DINING j -- -_---= , �- f - NOTE Q ---` i CONTRACTOR SHALL INSTALL OWNER FURNISHED WATTF• 32 31 MISTER SYSTEM FROM MISTER PUMP LOCATED IN I,•.. 3/_4"_._GA5_....... .... .. -1 MECHANICAL RbOM TO EACH MISTER FAN ON PATIO. CONTRACTOR SHALL INSTALL ALL FITTINGS, PIPING AND EQUIPMENT ASSOCIATED WITH OWNER SUPPLIED MISTEF. - - - SYSTEM. CONTRPICT_OR SHALL FIR OV E ALL NECESSARY CE :._._.....__.....-.__ f i ;--...----..•.._-... ; ,1 f=ITTiNG5, VALV S- ITC. NOT PROV ED BY OWNER TO l ' MAKE A M FULLY OP L MISTER SYSTEM __.__._..._........._. 'y.,. CO PLETF�, UL ERATIO� A .......-._..-.._---....__..._-. , , 3/4" A DN ' -- 3/4 AS F "7, - - = _ , _ i a - i � RH RN 6-' --' -- i FANI W/WATER MISTER I. i t J r - I DINING WAIT . ......... 1 1 1 I I > I 1 - I ri9" Y.•`.. C;c . � � P., ' '+, 'i � E IN11- R �' }.- - Li -� - -�I. - .-_. I i i I I I I .-_._l.l ' I .I I I I i ` -.__, ___•-.._. _.. ,.-- ______ _-... f'• (H)- GAS PIPING ON ROOF , UNLESS OTHERWISE NOTED GAS PIPING SHALL BE INSTALLED ON ROOF I t, / CONTRACTOR SHALL PROVIDE ROOF PIPE SUPPORT ON 10'-0" CENTERS, EACH CHANGE IN DIRECTION, EACH ROOF TOP UNIT AND EACH ROOF PENETRATION. REFER TO GAS PIPE SUPPORT DETAIL FOR MORE INFORMATION. CONTRACTOR SHALL PROVIDE OFFSETS AND/OR LOOPS FOR PIPE EXPANSION AND CONTRACTION J_ GAS SERVICE NOTE CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY REPRESENTATIVE TO COORDINATE AND PAY FOR GAS SERVICE AND METER INSTALLATION, CONTRACTOR SHALL PAY ALL FEES, PERMITS AND CHARGES ASSOCIATED WITH THE INSTALLATION OF BOTH THE GAS SERVICE FLOOR P LAN - WATER AND G A S AND METER. 01 SCALE: 1 /4"= V-0" C. d,ly�,, ♦ib�'l \ ' c, H 1 S � i '. ��� 4_�,.+•--/�5 �-+f�g •�tlylC,4 0. T14E SEAL A FARING ON T1415 DOCUMENT WAS AUTHORIZED E SHOJI OKUDA, P.E. 54527 ON AUGUST 16, 2007 0 THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W, Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Site 1203, Lock Box 30 Fax (214) 350-6497 Oollas• Texos 75220 SAI Job No 06062 V J L,J ry Z 0 � Q ii W X W W � z � w W n � Q C� JOB NO.O(olq .- M N N N a x W F- caa �i J Q 00 M c0 O N Q W&n I W00 > rn o � N a� I= ck: W N 4t In Nt In a REVISIONS ` NO. DATE DESCRIPTION 2 05/21/07 OWNERS REV. 3 05/25/07 GAS LINE 4 08-16-07 SONRENTS DATE 02-16-2007 SHEET I� DOMESTIC B PUMP SCHEDULE OOS ER Furnish and n§tall-a TIGERFLOW:Series ES-3bob, Model DBV-5PC=A2-S3.(Duplea) U.L./C-U:L. Listed . Engineered. packaged water Booster.System:'The system shall:be rated for: aays.. flow; of . GPM at,a system . pressure of 6p PSIincluding a suction'press' re'of 18 PSIG minimum.::.. . . PUMP(S)& MOTOR(S) Pa o` Series C on b'r ize fitted, mec apical al nd suction centrifu al a each . Pumps) shall be c, , Se, , s LC, , as �r , . o . d, : h se e, .. g . . , close-edupled.to a 3600 RPM, 208 Voltage; 3.Phase; 60 PLz, high.efficiency motor.. . . . Puri No. 1 shall be Model:'1070-7, : b0'GPlvl 109, . .S:HP P @ . _ . e 0 - 10 T H 5HP Pump No. 2 shall b Model 1 70 7; 60 GPM @. 9 D . VALVES. . u u pe61. and discliar e v lves shall be r w'ded. u ' le butterfl :valve s. Isolation Valves:-lndi I al p mp s, tion n g a . poi .. (L g, ,ty. y . O . wit ' ]ever des . with- 1 er Ran 1 Control valves'.. Provide a combination. pressure z'egulating:andnon=slam'o'heckvalve:on the discharge of each piunp.' Valve shall be complete with -fused epoxV;coating.,inside. and out; staiiless steel.intemals;.stainless steel I. braided piloting andsta>nless steel'cover bolting . I. OVER-TEMPERATURE:pROTECTION : . II�Each .punip shall be equipped with an individual combination type porn=electric ;temperature1. probe and purge 11 assembly witRV on purge line. U.L. LISTED POWER AND CONTROL PANEL . : (1)U.L.'Listed; Nema'4, Tiger's Eye MarkH- Solid Slate, Power and:Coniiol Panel. (' )U.L:/C=U.L::508 Label . . . (*)Micro .Controller•:. .. . .. -)Clash Main:lVlem4ry' . . . .=EEPROM Memory For All User Setpom s. :. : . . Mu1ti Level: Security , : ;(*)Panel Face Mounted,.LCD back lite 4=Line,Qp*'' . ' .lnterfaee.. . e. 6sseId sealed: .. nieinbranes 20 Button Touch'Pad Functions hicluded: :.: . : Pressure: Sequencing withRead-out in PSI : : . . . .-Suction.arid Discharge. Pressure Read=out: in PSI . Individual Pump Run Indication. -H- -A Selectors :. . . . . .: ETM's . :.'.. : . ....: . ... . . 1. High Suctidin Shutdown and TDR . -High System. Alarm with .TDR. ', ... . Automatic Alternation of Equal Sized Pumps . :0). :. Thriiboor Discoiineci(s) with IndividualMot'or.Circuit Protection (2) FVNR` magnetic starters.. h 3?leg ciderload protectI . :: '.:.... ' :.' . (.*) : 12 Volf.U,L;./C-U,L.; CE Approved Switching Power.'Supply,` Unitivlust, Have.Built-In' . ' Breaker Bar witkOver Demand Protection' . (*). 120 Volt Fused; Control Circuit.Transforiner:: , . (1) :, Power:onLight .., ... , (1).' . : Common Auxiliary Alarm Contact:II .' . : (2).. Panel lvlounted Stainless Steel:Pressure TI. Iransiiucers [(1) Suction;.(1) DII . LAG.PUNIRSEOUENCING Each lag:pump:.shall, be' sequenced by; Pressure sequencing with:progr.ammable:miniinum run:timers and time . delay relay). NOTE:.Pressure switches is lieu pf.pressure:transducers'wHI not be'allowed: . I. TANK LOCATIONAND LEAD PUMP SEQUENCING .. : . The Hydro:Pneumatic tank shall be (adjacent.tQ system) �}pith feed line: between, lead pump(s)PRV(s) and check...: valve(s):., Note:' Adjacent mounting requires contractor ficld connection.. :. , HYDR(-PNEUMATIC TANK :::. , .... ..... ..:. : . : :. ::.. ..... Provide a Section VIII;:ASME CODE,.National Board stamped; Hydro -Pneumatic tank. lankshall'be provided complete with a NSF approved replaceable bladder,' bottom connection, air fill valve, tank drain valve and gauge: Tank -shall be:. (Model TF-132,:132 gallon, 125 PSI) . FACTORY: PREFABRICATION. Provide each system.as a complete:package system on:4I. structural steel';mountmg frame,'piped;.*A ubed; mounted and wired: Uri. shall be factory, prime. ,and painted with inach'me grade finis . poat. All: welding. shall be .. , performed-by;ASME.Section9,certified welders. Systemshali:be..Vertical) construction. '. . Suction:and discharge headers shall be: ,.3... " (Stainless Ste..el)-`grooved system connections: . : N&6:.'SV'stem manufacturer shall isolate allferrous from all non ferrous material's: ' . . THIRD PARTY -TESTING; OSHA REQUIREMENT The package shall be UI; Listed'as a:system: for its intended use; so:me'eting:OSHA: Federal Regulations.29 CF. R 1910:303' and.3,99 as well as. NFPA Pamphlet #70 (National. Electric Code) Article '90-7, City of Los Angeles .. Approval Code, CNM48 Massachusetts State Plumbing; Code ApprovgL.' ' , . . FACTCIRY TEST The package shall beelectricolly. and.hydrostatically:tested before shipment;.in audition, each system shall be factory ,tested from:0=.100%0 of flow and pressure. :. :.: . Note:; NIST traeeable.arid'independently e*Aibrated.test�facility: : . . STARTUP' :. ' . :. . . The. factory authorized local representative shall provide (2) 4ours 'o f 'startup and: field training:: . WARRANTY..:..: : ' Each TIGERFLOW system.shallbe.warranted:for a.period of (18) months frotA date:of shipment or (12). months.from date of startup;:whichever oecurs.'first. .. ; .: . : . . _ . 5 _I 2 GAS. WATER HEATER-:SC:HEDULE DESIGNATION .. MODEL � . .` ' MANUFACTURER .....STORAGE... RECOVERY ...TEMPERATURE . �.':: . LEAVI.NG .. , . ' BTU/HR . FLUE, ', .. EFFICIENCY:: REMARKS/SPECIAL. INSTRUCTIONS.., : , :.... .. ,... . ... , .. .. .. ... ......,.I. ... .. .. -.: NUMBER; . :: ..:.:.:. ':: GALLONS:::.:.:.RATE .: , . ::. . .RISE .: . .. .: WATER :: INPUT- .. :. SIZE: ;' RATING' . . . .. . .. .. G.P:H. .. TEMPERATURE .. . WN71:& WH72::: : ;:N7132M. . NORITL: :' :.:,NONE:. 6:2:;.'... ::. ' .100 : , . '::.. 140. , :` :.'. : 3§0100. .'.511. 82%:'... CONTRACTOR SHALL INSTALL. EX ANSION ..: . TA K: RE D. IN 1NATER HEA R . : IF UIRE TALL Q 1 N S I .. . ., .. : . PER MANUFACTURERS INSTRUCTIONS ..... .. .. .. . .. GENERAL RAL NO ES: ." ' :.. . E T C U O A HEATS CONNECTIONS:...... ' `.. ,.... .. . DE D ELECTRI NI NS AT W TER R. 1.. CO NTRACT . .S'H.. , . : P .. . 1 O . .. ... . O .. . . .`C . C OR.SHAL•L.. ROVIDE BALL VALVESATWATER HEATER C NNECTIONS: I.. :: , : _ . 2 . ANTRA .T P . . & P: DOVE S C . CT HAL V DE T&P RELIEF VALVE .DRAIN:VALVE AND EMERGENCY OVERFL=DRAIN PAN..OR WA . R HE R. T AN OVERFLOW DRAIN 3. ANTRA . OR S. L. P RO I F .., .... TI= ... ATE .. .... ....... �. SHA t : L A S OPEN SI DRAIN:.:.' .I. DISCHARGE OUT510E OR. INTO . . IRE , T -SII.GH . .. ... . 4.. PROVIDE `FLUE AND AIR INTAKE.UP'THROUGH ROOF: AND TERMINATE PERMANUFACTUERS:'RECOMMENDA110N.S.� ' R 1 ES O' ATER W TE E 5: C0 . C. R SHALL P.ROV DE H AT TRAPS ON HOT AND :COLD W TER LIN T . W A . A R NTRA TQ . I . E . .. . A .. F j � ..... . . 6..CONTRACT R:SHALL''PROVIDE.EXPANSION TAKE:PER MANUFACTURES:RECOMM'ENDAl10NS .�. ' .'. . .. .. ..... ....Q .... . . . ... ... . . ...... .... .. ..... . .. . ... . ..... . . . .. .... . . . . . .. .. . . .. . . . DOMESTIC HOT WATER CIRCULATOR SCHEDULE DESIGNATION MODEL 'MANUFACTURER TOTAL IMPELLER & TOOL GPM DUMP IELEPTRICAL CH/�RACTERISTI¢S REMARKS/SPECIAL'INSTRUCTIONS NUMBER HEAD IN VOLUTE WATTAGE H.P. VOLTAGE P"SE FEET MATERIAL . CP-1 UP25-64BF GRUNFOS 15 BRONZE '4 185 1/12 115 1 REFER TO INSTALLATION DETAIL DO NOT MOUNT MOTOR SHAFT IN VERTICAL POSITION GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE TIMER AND THERMOSTAT CONTROL OF PUMP, REFER TO DETAIL 2. CONTRACTOR SHALL INSTALL PUMP PER MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS. Hot Water Calculations GAS WATER HEATER EFFICIENCY 1 0.98 1 70 DEGREE RISE PLAN FIXTURE OR EQUIPMENT TYPE DESIGNATION GPH ' QUANTITY" GPH Sub -Total HAND SINKS I 5 1 1 5.0 BATHROOM SINKS 1 5 1 0 0.0 OTHER LAVATORIES 5 0 0.0 0 0.0 0 0.0 100 DEGREE RISE PLAN FIXTURE OR'EQUIPMENT TYPE DESIGNATION GPH ' QUANTITY'GPH Sub -Total 1 COMPARTMENT SINK I`Ill 15 1 2 30.0 2 COMPARTMENT SINK 30 0 0.0 3 COMPARTMENT SINK 45 1 45.0 VEGETABLE SINK 15 0 0.0 OVERHEAD SPRAY RINSE - DISHES I 45 0 0.0 - BAR SINK - 3-COMPARTMENT 20 1 0 0.0 BAR SINK - 4 COMPARTMENT 25 0 0.0 COOK SINK 10 0 0.0 HOT WATER FILLING FAUCET 15 r 0 0.0 BAIN- MARIE 10 0 ' 0.0 COFFEE URN 5 I 1 5.0 KETTLE STAND, 5 0 0.0 GARBAGE CAN WASHER 50 0 0.0 9 AND 12 LB CLOTHES WASHER 45 0 0.0 16 LB CLOTHES WASHER 60 0 0.0 EMPLOYEE SHOWER 20 1 0 0.0 MOP SINK 15 1 15.0 IPOT WASHER HOBART UW50 98 1 98.0 1GLASS WASHER 1 55 1 55.0 1 ' I0 0.0 I 0 0.0 I I0 0.0 I 0 0.0 I I0 0.0 ' I 0 0.0 . I 0 0.0 I 0 0.0 ICQMMENTS - ITOTAL'GPH 253.0 PROPOSED DIFFERENCE TOTAL BTUH'S 213.776.0 260,000A 36,2�6.0 TOTAL KW'S 01.4 -61.4 GALLONS STORAGE �4.6 100.0 ' 6.4 ' 8 2 VALVE, PRESSURE REDUCING / REGULATING, WATTS 1115-3, 25-11-020 2" 7 4 VALVE, BUTTERFLY, WATTS BF-03, 2" 25-10-010 6 1 ASSEMBLY, TUBING & WIRING, DUPLEX ASS-10-010 5 1 ASSEMBLY, PANEL STAND 32"x72" STD-10-020-A 4 1 ASSEMBLY, BASE, VERTICAL, DUPLEX, 3" MAINS, 2" FLANGED $SD-32F-1S-00 BRANCHES, STAINLESS STEEL 3 1 ASSEMBLY, 223 PRV TANK FEED, VERTICAL, DUPLEX ASS-20-100-A 2 "I GUN I KUL PANEL ' 1 2 PUMP,(20-1/2) / MOTOR, 5 HP SYM QTY PART P/N BILL OF MATERIALS 1 , . - 3 - - . [I - 18 7 10 I If 3" CLASS 150 ( FLANGE SUCTION . t CONNECTION A.nj_n1,l`, p I 1 I 1 FLANGEpi - I DISCHARGE S 150 . A& o . CONNECTION 5-3/4" - 18n 3C74 72" 37-1/e 5450 REDBIRD CENTER DR. DALLAS, TX 75237 PHONE: (800) 783-6756 FAX: (214) 333-2742 E-MAIL: engineering®tigerflow.com WEB SITE: www.tigerflow.com , I i TIQERFL QW® Engineered Systgms to the World �, � '0� e^N - C 01 SCALE: N.T.S. . 11,111111111111111111iiiiii,ill,lllllllllllIIIIIIIIIIIIIIIII����ilillililillll11111111111111,iiillll11,111,111111111111111iiiiiii'l,iiii^..O^N.O^ DOMESTIC BOOSTER SYSTEM DETAIL A 2 . . PLUMBING FIXTURE SCHEDULE MANUFAt"WRER SAN. COLD HOT : DESIG. DESCRIPTION & MODEL* SWR VET WTR N WTR DESCRIPTION / REMARKS NUMBER SIZE SIZE SIZE SIZE WC FLOOR MOUNTED CRANE ° 4" 21' V ' - WHITE VITREOUS CHINAWATER CLOSET WITH FLOOR MOUNTED ELONGATED BOWL ' WATER CLOSET NEW RADCLIFFE CRANE MODEL NUMBER 3-852 FLUSH VALVE CHURCH 9500C 1.5 GPF OPEN FRONT SEAT HWC FLOOR MOUNTED CRANE 4" 2!' 1" - WHITE VITREOUS CHINAWATER CLOSET WITH FLOOR MOUNTED ELONGATED BOWL 17 1/4"H ADA WATER CLOSET HYMONT#3-153 FLUSH VALVE CHURCH 9500C 1.5 GPF OPEN FRONT SEAT ADAAPPROVED UR FLOOR MOUNTED AMERICAN 2" 21' 3/4" - VITREOUS CHINA, SLOPING FRONT STALL URINAL, LOW CONSUMPTION URINAL STANDARD INTEGRAL FLUSH SPREADER, WASHOUTACTION, 3/4"TOP INLET SPUD FLOOR MOUNTED 1.0 GPF STALLBROQK URINAL WITH FLUSH VALVE SIMILAR TO SLOAN ROYAL FLUSH VALVE INFRA -RED 6400.014 S40AN OPTIMASENSOR INFRA -RED FLUSH VALVE (PROVIDE SLOAN TRANSFORMER FOR LOW VOLTAGE OPTIMA SENSOR. L-1 DROP -IN VIIHITEHAUS 2" 21' 1/2" 1/2" DIMPLED COPPER DROP -IN COUNTER MOUNT WITH OVAL LAVATORY #WH634CQB BASIN, FRONT OVERFLOW. FURNISH COMPLETE WITH ROHL FAUCET, H & CW SUPPLIES ROHL #A14d9X STAINLESS STEEL STRAINER CHROME PLATED BRASS STOPS, CHROME PLATED BRASS STAIN NICKEL FAUCET P-TRAP AND LK-8 STRAINER. L-2 WALL HUNG AMERICAN STANDARD 2" 2'' 12" 1/2" HARWCK 1-112-V OR S VITREOUS CH I NA LAVATORY WITH CONTOURED RECTANGULAR LAVATORY LUCERNE #0355.012 BASIN, FRONT OVERFLOW, TWO SOAP DEPRESSIONS AND CONCEALED ARM CARRIER ADA MOEN #8432 FAUCET LAVATORY SHALL BE DRILLED FOR CONCEALED ARM CARRIER. PROVIDE FLEXIBLE H & CW SUPPLIES INSULATION KIT AND OFFSET P-TRAP MS MOP SINK DELTA MQP SINK WITH DELTA28T2383 FAUCET FAUCET 28T2383 Y 2!' 3/4" 3/4" FLAT NO. 898,CC MOP HANGER, NO.832-AA HOSE WITH BRACKET AND HOSE - NO. 1453-BB STAINLESS STEEL STRAINER. FS KITCHEN FLOOR WADE W 2" - - CAST IRON FLANGED RECEPTOR WITH ACID RESISTANT COATED INTERIOR AND NICKEL SINK 9140-1 BRONZE RIMAND SECURED GRATE, ALUMINUM SLOTTED SEDIMENT BUCKET, FLASHING 12X12X8 NICKEL BRONZE 12X12 GRATE . FS KITCHEN FLOOR WADE CAST IRON FLANGED RECEPTOR WITH ACID RESISTANT COATED INTERIOR AND NICKEL SINK UNDER POT 9170-1 BRONZE RIMAND SECURED GRATE, ALUMINUM SLOTTED SEDIMENT BUCKET, FLASHING SINK 12 INCHES DEEP : CLAMP, VANDALPROOF SCREWS AND SPEEQ-SET OUTLET, 16 INCH X 16 INCH ANTI- T14T GRATE COORDINATE LOCATION AND SIZE WITH KITCHEN CONSULTANTS DRAWINGS RD ROOF DRAIN WADE - - - - COATED CAST IRON LEVELEZE ROOD RAIN, LARGE CAST IRON LOCKING DOME, WITH CAST IRON 3000AE-42-53 NON -PUNCTURING CLAMP RING WITH INTEGRAL GRAVEL STOP SUPPORTING RING DOME ADJUSTABLE TOP WITH WIDE ROOF FLANGE, LARGE SUMP WITH ANCHOR FLANGE AND BOTTOM OUTLET, DECK CLAMP ASSEMBLY, VANDALPROOF DOME. OD OVERF40W DRAIN WADE - - - - COATED CAST IRON LEVELEZE ROOD RAIN, LARGE CAST IRON LOCKING DOME, WITH CAST IRON 30p0AE-SD-42-53 NQN-PUNCTURING CLAMP RING WITH INTEGRAL GRAVEL STOP SUPPORTING RING DOME AEJUSTABLE TOP WITWWIDE ROOF FLANGE, LARGE SUMP WITH ANCHOR FLANGE AND BOTTOM OUTLET, DECK CLAMP ASSEMBLY, VANDALPRQOF DOME. PROVIDE 2 INCH INTERNAL WATER GUARD. FCO INTERIOR FLOOR WADE COATED CAST IRON KLEENATRON, LEVELEZE FLOOR CLEANOUT, INTEGRAL GASKETED CLEANOUT 6000STD-1 BRONZE CLEANOUT PLUG, ADJUSTABLE HOUSING WITH SCORIATED SECURED ROUND NICKALOYTOP. CONTRACTOR SHALL SELECT COVER FOR FLOOR COVERING USED REFER TO ARCHITECTURAL DRAWINGS FOR -TYPE OF FLOOR COVERING, ' CO EXTERIOR WADE COATED CAST IRON KLEENATRON, LEVELEZE FLOOR CLEANOUT, INTEGRAL GASKETED CLEANOUTS 6000X-1 BRONZE CLEANOUT PLUG, ADJUSTABLE HOUSING WITH SCORIATED SECURED PROVIDE CONCRETE ROUND NICKALOYTOP: CONTRACTOR SHALL PROVIDE CONCRETE -PAD. REFER TO DETAIL PAD . WCO WALL CLEANOUT WADE ROUND STAINLESS STEEL WALL ACCESS COVER WITH CENTER SCREW, COATED CAST TEE WITH ACCESS 8560/8480R IRON CLEANQUT TEE WITH HUB AND SPIGOT CONNECTION AND RECESSED BRONZE ` COVER TAPPED PLUG. PROVIDE VANDALPROOF SCREW. REFER TO WALL CLEANOUT DETAIL TR-1 TRENCH DRAIN AGO POLYMER SURFACE DRAINAGE SYSTEM SHALL BE ACO DRAIN FG100 COMPLETE WITH #2821 GRATE SECURED WITH STAINLESS FG100 WITH 'QU IC KLOK'LOCKING OR EQUAL APPROVED. #2821 GRATE FOR FG100 TR-2 TRENCH DRAIN ACO POLYMER SURFACE DRAINAGE SYSTEM SHALL BE ACO DRAIN FG200 COMPLETE WITH#2372 GRATE SECURED WITH STAINLESS FG200 WITH 'QUICKLOK' LOCKING OR EQUAL APPROVED. . #2372 GRATE FOR FG200 NFWH NON,FREEZE WADE 3/4" NQN-FREEZE; WALL HYDRANT SHALL BE A ENCASED "ANTI -SIPHON" AUTOMATIC WALL 8600 DRAINING WALL HYDRANT FOR FLUSH INSTALLATION. FURNISHED COMPLETE WITH NON -FREEZE HYDRANT INTEGRAL BACKFLOW PREVENTOR, BRONZE CASING, ALL BRONZE INTERIOR PARTS, NON TURNING ORERATING ROD WITH FREE FLOATING COMPRESSION CLOSURE VALVE. REFER TO ARCH. DWGS WALL THICKNESS. FURNISH COMPLETE WITH NICKEL BRONZE BQXAND HINGED COVER WITH KEEY LOCK AN D "WATER'' CAST ON COVER. ' . , . NOTES: 1 WALL HUNG PLUMBING FIXTURES SHALL BE SUPPORTED USING ADJUSTABLE CONCEALED ARM FLOOR MOUNTED SUPPORTS WITH RECTANGULAR STRUCTURAL STEEL UPRIGHTS UTILIZING HEAVY-DUTY CAST-IRON FEET BOLTED TO THE FLQOR AND CAST IRON SUPPORT HEADERS. 2 FLOOR AND HUB DRAINS IN RESTROOMS AND MECHANICAL ROOMS, ALSO DRAINS WHICH RECEIVE HVAC CONDENSATE AND DRAINS NOT FREQUENTLY USED SHALL HAVE AN AUTOMATIC TRAP PRIMER ACTIVATED BYADROP IN WATER PRESSURE. TRAP PRIMER SHALL BE LOCATED DIRECTLY BEHIND A10 INCH BY10 INCH ACCESS PANEL FLUSH WITH WALL ACCESS PANEL, LOCATED AS DIRECTED 5YTHE ARCHITECT. ACCESS PANEL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH -IN. ARCHITECT RESERVES THE RIGHT TO RELOCATE ACCESS PANEL PRIOR TO INSTALLATION WITHOUT ADDITIONAL COST. 3 CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS AND LOCATIONS OF ALL PLUMBING FIXTURES INCLUDING HANDICAPPED (ADA) FIXTURES. CONTRACTOR SHALL CQORDINATI ADA REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION OF PLUMBING FIXTURE. THE PLUMBING AND ARCHITECTS DRAWINGS. CONTRACTOR SHALL PROVIDE ADA FIXTURES AS SHOWN ON BOTH 4 FLUSH VALVE FOR THE HANDICAPPED PLUMBING FIXTURES SHALL BE INSTALLED WHERE THE HANDLE FACES INTO THE OPEN AREAWITHIN THE STALL. (TOWARDS THE CENTER OF STALL) 6 CONTRACTOR SHALL PROVIDE FLEXIBLE; MOLDED INSULATION ON P-TRAPS, WATER SUPPLIES AND VALVES SERVING ADA PLUMBING FIXTURES. CONTRACTOR SHALL PROVIDE OFFSET P-TRAPS ON ADA FIXTURES . 6 CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTL.IRES SHOWN ON THE ARCHITECTURAL, KITCHEN, PLUMBING AND OWNER FURNISHED DRAWINGS. 7 CONTRACTOR SHALL FURNISH AND INSTALL ON EACH PLUMBING FIXTURE CHROME PLATED BRASS P-TRAP, NIPPLES WITH ESCUTCHEON, CHROME PLATED BRASS ANGLE SUPPLIES WITFI ALL META. CONSTR}JCTION CHROME PLATED FLEXIBLE BRASS RISERS WITH NIPPLES AND CHROME PLATED BRASS ESCUTCHEONS WITH CAST SET SCREW: 8 CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, PIPING, SUPPORTS, ETC. TO INSTALL EACH PLUMBING FIXTURE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND TO CQMPLYWITH CITY, STATE, TAS CODES AND STANDARDS. 9 CONTRACTOR SHALL REFER TO HVAC DRAWINGS AND PROVIDE ALL NECESSARY WASTE, VENT AND CW PIPING, ALSO VALVES AND FITTINGS REQUIRED TO INSTALL FLOOR AND HUB DRAINS RECEIVING CONDENSATE. 10 FLUSH VALVES SHALL BE SIMILAR TO "SLOAN ROYAL" UNLESS OTHERWISE NOTED ,I%% , BACKFLOW PREVENTION ASSEMBLY REQUIREMENTS .V ,���� ., �... rr TYPE OF EQUIPMgNT METHOD OF CRCI'SS MANUFACTURER � EMARKS' � # 'tiE '�, '� " '. OR SYSTEM CONNECTION CONTROL AND MODEL NiJMBER °�� CARBONATOR REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND " ��>:'! "' � E" ' U�� %°'-_ p,j�'. vc BRONZE STRAINER. NOTE'A' &'B' .j, `; .;_-rk°`'a 01D a E. v rT (1 Ki � N, _ �(� !D1 I ICE MAKER REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND r 1:1": 114 4� 4 BRONZE STRAINER. NOTE'A' &'B' s1,�- , - 71) � Opt 7��W�G .I �g "I: lclr­ COFFEE MACHINE DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S .WITH QUARTER TURN VALVES AND a `G CAO 1� �► I BRONZE STRAINER.. &'BI�,rt `; 0, '(V•� : t­�';`�r!g - � � 'P, °�" JUICE DISPENSER DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-8 WITH QUARTER TURNhALVES AND ; fx :,.i: f ; if�� icy BRONZE STRAINER. NOTE'A' &'U ''p.x. � R ex �--...--- k' 0 1 TEA MAPHINE DOUBLE CHEEK VALVE ASSEMBLY WATTS 007-OT-S .WITH QUARTER TURN VALVES AND .--r•" r,- 6WC ©! i�j'''W- BRONZE STRAINER. t - , -, ; , Ot r " WATER �OFTENEI DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QT-S WITH QUARTER TURN VALVES ANq i , . t:' ,' ,,s ,,.r 1, ,1- BRONZESTRAINER. .,.. . e:.. � t HVAC EgUI PMENT REDUCED PRESSURE ZONE ASSEMBLY WATTS 009-QT-S WITH QUARTER TURN VALVES AND " :. . . BRONZE STRAINER. WATER SERVICE REDUCED PRESSURE ZONE ASSEMBLY WATTS 909QTM1 QUARTER TURN VALVES AND BRONZE STRAINER. ����%% FIRE PROTECTION DOUBLE CHECK DETECTOR ASSEMBLY WATTS 709DCDA COORDINATE INSTALLATION WITH FIRE PROTEs',CTION �..".... OF..r.��,1� CONTRACTOR g *:; *10 T-S QUARTER TURN VALVES AND BRONZE STRAINER 0....-* ........................ �0 LAWN IRRIGATION W/O CHEMICALS DOUBLE CHECK VALVE ASSEMBLY WATTS 007-QSHOJI OKUDA A.............................. / 54327 ; go COMMENTS: ,II" ....* EN .� � 1. CONTRACTOR SHALL PROVIDE INDIVIDUAL BACKFLOW PREVENTERS FOR EACH PIECE OF EQUIPMENT. S. IONA • 6 G\ 2. EACH BACKFLOW PREVENTER MUST HAVE TESTING PORTS �.16,di 3. CONTRACTOR SHALL TEST BACKFLOW PREVENTER AND PROVIDE COPY OF TEST RESULTS TO HEALTH DEPARTMENT. THE SEAL APP NO ON THIS 4. SPLIT OR TEE WATER LINE BEFORE BACKFLOW PREVENTER IF USING LINE TO PROVIDE WATER TO OTHER FIXTURES OR EQUIPMENT. DOCUMENT WAS AUTMORIZED BY . SHUJ OKUDA, P.E. 54327 ON NOTES: AUGUST 16, 2007 A. NO COPPER OR BRASS FITTINGS DOWNSTREAM OF BACKFLOW PREVENTOR B. INSTALL WATER FILTRATION BEFORE BACKFLOW PREVENTER 4L__,� .W rAIP S,rsmts , Englneering Consultants THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED UNDER THE AUTHORITY OF SHUN', OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203, Lock Box 30 Fax (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 T_ n CV 0 I` X �N/ LL� W (9 Q -I J -I I- U Q o 0 LJ_1 W W toCD "0 Z*I W bo > 0) 2d- U %_111 Q " W W Q W z Q -1 O � d- __D u7 U� Q W x w : CL I_ W w 0 z u� w W 0- � Q . Li- n,,, - JOB NO. OF19 REVISIONS - NO. DATE DESCRIPTION A05/21/0'7 OWNERS REV. A 08/16/07 OWNER . COMMENTS DATE 02-16-2097 SHEET P4 S8 �C� CSTCR SURCATALg1 SOW PRRATCD GOOPAt C 8Y GAS ONTRP SCR�C FOR B GAS PAID 38U CFH 1 \ GAS 1 /�d GAS 1 E I.� PROD DIRT s SO) AN IN Uri NT TRACT �, UNI QRpCEOUIP�C CpGAS G� ��� Ail. LINE SCRVI I,GAS UP 1 1/, GAS LOAD SUMMARY SYSTEM DESIGNATION EQUIPMENT ITEM TOTAL OR ITEM NUMBER DESCRIPTION CFH CFH DOMESTIC WATER HEATING WH-1 WATER HEATER 380 I WH-2 WATER HEATER 380 SUBTOTAL 760 KITCHEN BQUIPMENY I 14 PIZZA OVEN 220 f 25 PIZZA OVEN 188 SUBTOTAL( 408 BUILDING HEATING I RIU-1 ROOFtOPUNl1 160 RTU-2 ROOFTOP UNIT 150 RTU-3 ROOFTOP UNIT 150 (12)RH-1 300 SUBTOTAL 760 °ry"raL ('SAS LUW Asia SYSTEM INFORMATION INCHES OF WATER COLUMN PRESSURE LEAVING METER ` 14" TOTAL DEVELOPED LENGTH IN FEET 125 GAS COMPANY (CONTACT: JEFF WYLIE - ATMOS ENERGY ` PH 817-393-2905 ' FAX 817-103-2929 ` JEFF.WYLIEOATMOSENERGY.COM ` 00D T SNALI. AND DIGAS NT ONTpACTOR UNIO Op p I UIPMC OCK CO GAS 10 10 CRONO00C CINC .1 RT SNAIL ANp pIGAS NT R� AGTOR UNIONRpCR INNUIPMC ONTR OCK' AT ALL Co GGALS EG INS�RVING N'1 !-INC PRO p Rt R RN.1 A�tr Np GAS T ACTOR UNION O R IOUIPMEN CFO TPA K,OR C 15O CONS COG 1NAT G At,� .1 G0 INSCR0N RO�p RN ZINC PRO DIRT S OOF 3�4� G RN'1 OR SI jON ANDCNUIPM5GAS NT ROUGH R AS 3 4h G ONTP OCK� AT ORAL TO RTU AS G S TO NG GAS UP OCK 5p CR GAS INSCRO 1 1�A GAS C SURC 1 1 1�411 RN41 ��INC PRO OR PRCSOR SSURC QA RN•1 SNALI, AND GAS /GpCGU�At GAS ORATOR S ACTOR UNIpRpCREONUIP�fE RCG I{ GAS 1�� Gas COA�COCKIN �A�G AEI' zo RTU °GAS GAS COG 1 1 /�" aN'1 %G �E INC SCRVI h GAS COCK ,,AS e , \1 1 �4h G AS E �I. PRO ART SNA AND GAS NT ACTOR UNIORpCR EQUIP0C CONTRCOGK' pT AU- G Lo INSOONG LINC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA, P.E. 54327 ON AUGUST 16, 2007 sy� � THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W, Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Site 1203, Lock Box 30 Fax (214) 350-6497 Dallas. Texas 75220 SAI Job No 06062 r— M c\1 cn w H C __I1 Q p `° W W o0 �r �— > rn p U N W r Q w N z Q Z d- LO d- Ln U� w Q x W JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION A4 08-16-07 OMMKNT DATE 02-16-2007 SHEET P 5- 3 0 v{R Tp \4" I GR •, \ � SSE INT ` %; �\\\ TO ARE �EpTo � ASF R 1 `•� • NTFR�� Z - �oR WAY V- 9 10 WA LAy W - - I ` 1010 LAV I de `\ " W - Wco 00 ov It oil oe de 00 00 ---/ I�\` r1 33M Fp N 1 Ih \\ - \ ss I rQ l % �►v 00 114 Z WAY � i-- ? : I `�\ \O `%�-- 00 .00 - \ -0000 �\ 71 a 14 WCO ryl \ yy I V - I A 0 .00 �� 4" s 3 1 "4 3" F �Y .0000 \\ S A -all- I \\ 3F yy All Or % dOo NZ oo oe Opp oil la - 06 � .000 Zoo W I 1 I"00000 \\ �, I �V I I7 L,1 V Q� 40 H ipw l I IIIlop op or \60 4111% \ V \ � "\ 00 owl A� I 3`� \ �`• a c W v L 01 • v 0 3 \``\ jA 00 - -- - I 08 /- �- it %\\ .44 PLUMING RUSE R ru"HG RAM ®� 5CAL.E: N.T.S. i I I I I I I I `L 1 11 I I 44 it 4" S?f lt, c W v c le4 v 4" Sf# 3" R O" FR 1 RTU's 1 I � I H U " 4 55cw\ Q FCO t +000 4" 65 " 55 OD cWv 4' SS 3A a v 4" S5 �du qq r '1 — c W v 00 tc d[ 90 � 4" 55 ///%% ..,`GSA Cr aaTTnn g � [e-} a 13 v. QQ 7� a 4...%jw,t�..t��.....���,1 '.11`-• Y.S. � � * i �. '* , - 10 SHUJI OKUDA00 54327 iA THE SEA�ARING ON T14I5 DOCUMENT WAS AUTHORIZED BY 514UJI OKUDA, P.E. 54327 ON AUGUST 161 2007 .-. KI N I`- !n X w 1- W (A J 00 W W N O I r` = w00 4rn v- U N Q � W � � W o � W w 0 � � I w W n n--.," <C LL � J05 NO.0(o I q REVISIONS NO. DATE DESCRIPTION �q 087I6-07 gp"��jM"ENTS DATE 02-16-2007 SHEET THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHOJI OKUDA P.E. J54327 ON AUGUST 16, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO PE USED FOR CONSTRUCTION PURPOSES. suite 1203, Look Box 30 Fox (214) 350-6497. Dallas, Texas 75220 SAI Job No 06062 111 iD 1 I +) �J i i I !jl i I BELL FOi FIRE-`S�RINKLER 12 MESTIC WATER BOOSTER = - - i- I KEF-3 L-7 r. - - -� P[ ` i (ON) L-4 l>= =1 E I IiTCNEN' 1460 �� I� — � I III �•� � I I I I I I ----- �� PIZ?A �� I COOLED' ' — �I OVEN lKEF 2 I I L 4 r \2424, Dl':.3PLAY COOKING I y } H.S. I , iI I Y i0 (2) (3 ) (4 ) I i 1 4' PANEL 'MDP'I �- - -' - LQIMMER PANEL 'D' ` 1 C 'r I i L-5 >,04�- 1 (ABOV!= COUNTER) r P EL •.L I f�r' 1 0�1 I{ :.,�i..... ` •_� --� L- - 3 GFI + F IREW00DTj�J <tl�i / 7 M E IU r— I TO Ri; Lj \, ir _._ ... RTU-2 RTU-1% I; T1 1 i 11 7 Vr/ W 0 M r� r - J; ` �l. _ I'�ZOVE COUNTERS B ,) __ _ r ,J, _ _ — — — __ _-- -_ -- -- — — --. _- - - R i 151 WIF�' -, �` — / GFI la ( i 460 Ti -� .,. ...... _..raj .... __... ....._ ...__ ..._. ..., .. _ - __ - - _ Lof k. t, ` 1 ' - LINE _UMN I . i " r1 r .t .._ .. .. .. ..,. _. _�.-.... .. _. --._.. .. .. ..__.. _ _ _�... ._._ _.._.._... r t' _ .. ... ._�. ....._..._. . ..._........-- III i� � if•�J�� � % �\ � I j\ �P 'I / 1/ %; '•'.7�! 1 i , ii ...__. - � I 'll ��-----�=—hr � ���. _—_� I i � �pl tl. y� `�•.7�yljrn/ 1 ,'r ,, III--- -- - - 4 =-`N PATIO ' 1t BARK ( , 1 , � � I � '� .",-•��`���`-t-. jl I� �-s-.. g 9 11, ` • / J f�.• �" /. i s r�� _.--------------------- : - ...__..... I D11]1PJi _.._.. e — .. ._. ...... _....«.... . ._.._. _.......-..._. � ..,. _._._........ .... — _ ___� a F --o .5 _... _._..........-. _..._..__......._..._._.- ,...._.._.. _..._..._._..... _.._..__ _..__.._ _..._._._... _.._..._. _..,.._..._..._.__....._._ 65. 1' I , DINING �. I WAITING _.............._,....... __...... _ ..._.. _._,...�.............._. _.._...__.........1 _.._ _................. _....._._._..... • 1^ ill I i t l i ' ENTRY t I `• —I � s i ��� { � G H a% �u ! I / \ I i I I i t I i � 3. 1 2�. �O; o, FLOOR PLAN - POWER SCALE: e v<—�—o GENERAL NOTES - POKIER I, COORDINATE EXACT LOCATION AND QUANTITY OF RECEPTACLES WITH ARCHITECTURAL PLAN. NOTES BY SYM130L - POWER ' 0 ' 0 3'4' E.C. WITH PULLWIRE TO TELEPHONE BOARD IN MECH/ELEC ROOM. NEW TENANT TELEPHONE BOARD 21'x0x3/4" PLYWOOD AND DEDICATED QUAD RECEPTACLE. PAINT TO MATCH ADJACENT WALL QNEW TENANT TELEPHONE SERVICE. REFER TO TELEPHONE RISER DIAGRAM, SHEET E4. �\ CONTRACTOR SHALL PROVIDE WORKING CLEARANCE PER NEC 110 AND AHJ. COORDINATE IELECTRICAL AC OCAT ON OF PANEL EXACT L WITH OWNER AND PAY FOR ALL RELATED EXPENSES TO COMPLETE THE INSTALLATION. O5 i00A/3P/NFD5 (250V. RATED) NEMA-3R PROVIDED WITH RTU. CONNECTED BY ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATION, 6 W.P., GFI RECEPTACLE. PROVIDE WITH RTU. VERIFY EXACT LOCATION. ODUCT -TYPE SMOKE DETECTOR IN R/A. FURNISHED WITH RTU. $ TIME CLOCK 'TCA'. REFER ELECTRICAL RISER DIAGRAM. SHEET E4.. OEXHAUST FAN TEF-I. EXTEND THROUGH TIMECLOCK 'TCA'. C10l D15CONNECT SWITCH AND METER. REFER ELECTRICAL J RISER DIAGRAM ON SHEET E4. II EXTERIOR MAIN DISTRIBUTION PANEL IN W.P. LOCKABLE ENCLOSURE. SEE ELECTRICAL RISER DIAGRAM, 514EET E4. JUNCTION BOX AT 72" AFF FOR POWER CONNECTION TO 12 FIRE PROTECTION MONITORING SYSTEM, COORDINATE EXACT REQUIREMENTS WITH FIRE PROTECTION CONTRACTOR. REFER TO FIRE ALARM SCHEMATIC ON SHEET E4. 13 NOT USED. MISTING 5Y5TEM PUMP AND RECEPTACLE MOUNTED AT 72' 14 HEIGHT. SELECTED BY OWNER. THE SEAL YRING ON T14I5 DOCUMENT WAS AUTHORIZED BY SHUJI OKUDA,' P.E. 54327 ON AUGUST 16, 2007 ►�/ 7 THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Englnsering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. J54327 ON AUGUST 16, 2007 235t w, Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203, Lock Box 30 Fox (214) 350-6487 Dallas, Texas 75220 SAI Job No 06062 M N tt7 1` X W ryW t✓, W � g J �-- o 0 L j LIJ W � o 000 LLl � rn � d U o �- N W W Z J Cn Q W x W W � z c)q w W � � Q L� cl:� J05 N0.061 q REVISIONS NO. DATE DESCRIPTION 05-21-07 2 COORDINATION Aoa�l6�a� COMMENTS DATE 02-16-2007 SHEET m 0 " _*� ELECTRICAL SYMBOLS AND ABBREVIATIONS ..........SINGLE CONVENIENCE OUTLET (SCO) A ..........AMPERES 0 ....,....,DUPLEX CONVENIENCE OUTLET (DCO) V ..........VOLTS O .........,JUNCTION BOX (JB) W ..........WATTS 0 ........,.HEATING ELEMENT OR POWER 0 .......... PHASE O ..........FLOOR RECEPTACLE AS NOTED DFA......... DOWN FROM ABOVE 0 ..........SPECIAL OUTLET AS NOTED SU ........ STUB UP ABOVE FINISH FLOOR 0 ..........MOTOR OUTLET HP ..........HORSEPOWER sO ..........SOLENOID OR CONTROL CIRCUIT KW KILOWATTS 0 ..........SINGLE POWER OUTLET AS NOTED .......... Sw ..........SWITCH AS NOTED • 20/ 08CONVENIENCE EN E 3 RE OR AS ROCIRCUTED SP ••SWITCH AND PILOT LIGHT "_`� 1) 4 ..........LIGHT INDICATION BTF..........BRANCH TO FIXTURE, FURNISH AND INSTALL RECEffA0 F r © •,,,,,., ..CONDUIT AS NOTED BTC........ ..BRANCH TO CONNE CTION POINT AND CONNECT TO QUIPMENT C�....PANELBOARD AFF.......... ABOVE FINISH FLOOR i `0...... DISCONNECT SWITCH EL ,.........ELEVATION ABOVE FINISH FLOOR I E.i TO INSTALL DOOR 1" A VATED MICRO QUATM /1' ELECTRICIAN TO PROVIDE JUNCTION "�,N /' ELECTRICAL ROUGH -IN NOTES: ,*"\ TYPICAL DUPLEX TYPICAL BRANCH CIRCUIT PANELBOARD SEAL WITH MAS11C AROUND BOX, CONDUIT AND WIRING FROM ISOLATED GROUND WITH ISOLATED GROUND BUS AND EQUIPMENT PERIMETER OF OPENING LIGHT FIXTURE TO ROUGH -IN POINT. RECEPTACLE DURING INSTALLATION OF 0 CONDUIT TO BE RUN 01. ALL FINAL CONNECTIONS SHOWN ON THIS DRAWING ARE ACTUAL REQUIREMENTS OF THE PANEL - GROUND BUS. DIST. PANEL FIXTURE. \ O ON INTERIOR OF VAULTS EQUIPMENT AND ARE SHOWN IN THIER APROXIMATE LOCATION. - _ - O 02. LOCATION OF ROUGH -IN STUB IS INDICATED AT A.F.F. DIMENSION, WHICH IS THE / ISOLATED GROUND I J S -I STUB -OUT ABOVE THE FINISHED FLOOR. ANY SERVICE WHICH MUST COME FROM ABOVE CONDUCTOR TO BE VAULT CEILING THE CEILING OR UP FROM BELOW THE SLAB SHALL BE SO INDICATED ON THE DRAWING. W RECEPTACLE SAME SIZE AS EQUIP, . I 03. ALL DIMENSIONS ARE FROM FINISH FACE OF WALLS OR CENTER LINE OF COLUMNS. O NEUTRAL TERMINAL GROUND 0 1/2" RIGID NIPPLE (LENGTH AS REQUIRED) 04. FABRICATED EQUIPMENT CONTAINING A BREAKER PANEL OR EQUIPMENT INDICATED SO, ' 1` RACEWAY RACEWAY INSTALLER OF LIGHT FIXTURE TO WIRE SHALL BE PRE -WIRED BY THE FABRICATOR, READY FOR FIELD CONNECTION BY THE -IV I ' 1 9 040 DOUBLE TUBE VAPOR PROOF FOAM FIXTURTOAP EVENTND FILL NPASSAGE IPPLE I OF AIR. TH 11iANE I - i 1, G � ) N )NEUTRAL - � N (1) IG - ELECTRICAL CONTRACTOR. NEUTRAL10 FLUORESCENT LIGHT FIXTURE. 05. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES, STARTERS, u G ° ° I G �•� , 1-0 I IG 11 DISCONNECTS, ETC. FOR ALL EQUIPMENT UNLESS OTHERWISE NOTED. ALL DISCNNECTS I a I (7�WALK-IN LIGHT DETAIL AND/OR LOCK -OUT DEVICES, STATERS, ETC. TO MEET N.E.C. AND O.S.H.A ZRECEPTACLE G I G STANDARDS.'..yam O o'F!� �) z , � F-9 -) INO SCALE CEPTACLES SHALL BE (ROUNDED PER N.E.C. AND O.S.H.A, REQUIREMENTS. GROUND TERMINAL \ /J \_ '1'k, ELE TRICAL CONTRACTOR TO PROVIDE CONTROL WIRING AND ELECTRICAL SERVICE FOR BOND EQUIPMENT BONDING JUMPER --� REMI TE REFRIGERATION SYSTEMS FOR WALK-IN VAULTS AND ICE MACHINES, GROUND CONDUCTOR _TYPICAL ISOLATED GROUND LOCATIONS FOR ELECTRICAL SERVICE TO BE COORDINATED WITH ELECTRICAL ENGINEER. TO OUTLET BOX ISOLATED GROUND BRANCH CIRCUIT -PHASE 081 WHEW OUTLETS ARE INDICATED, IT SHALL BE ASSUMED THAT ATTACHED CORD AND CONDUCTORS NOT SHOWN BUS INSULATED FROM \ PLUG SET IS STANDARD WITH EQUIPMENT, UNLESS OTHERWISE NOTED. ,/ �I PANEL BOARD ENCLOSURE ' TYPICAL ISOLATED GROUND SYSTEM I IGENERAL NOTES `-` SCALE: N.T.S. 11. 11 I 01. 1 ALL REC PTACLES IN THE KITCHEN ARE REQUIRED TO BE GFCI PER NEC. 0 F11,-FLY FAN. �._ I ELECTRICAL LEGEND 03 -\ O1 1 ,-' . . 4 01, 208V-60-3 -60.0 AMP, BOX, EL. 5'-O" A.F.F., B.T.C. ON DISHWASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT, - --- I ' mil'' AND PROVIDE NEC; SWITCHING WHERE REQUIRED BY PREVAILING CODES), _ �-, __ I - �. _ ,,,, I�-- �-�-- ,I _ .j - ` _ ...- ................_ _...._ __... _._ _...........•..........- .... ..,. L� 02. 120V-60-1PH-TOLD AMP, D.C.O., EL. 5-0 A.F.F., FOR DISH WASHER DETERGENT SYSTEM. \/ft K-23 , 16 V ' Iltl IL----2`460 -----I (v II �' -'-`-- -' ` ' 03. 12OV-60-1PH-5.1 AMP, J-BOX, EL. 8'-O" A.F.F., B.T.C., D.F.A,, THROUGH DOOR ACTIVATED MICRO SWITCH, ON WALL MOUNTED FLY FAN. K-21--"-- 16 b� \\ I I Q1_ (- - - --i . I -� M E C: H A I`d I C A L,PjMDP 8 . I. 22 . %'K 31 -- 1 04. 120V-60 1PH 15.0 AMP, (RATED), D.C.O., EL. 14 A.F.F., FOR CONVENIENCE OUTLET. -' �� - � : _ K-9 -�• I I 09 ' %� :� - I �' - / \�-I LL -� �� ` ; 05. l20V-60-1PH-8.7 AMP, J-BOX, EL. 10'-0" A.F.F., B.T.C. ON COOLER BLOWER COIL. (ALL PENETRATIONS AND CONDUIT ARE TO BE SEALED . I 1,9 \ / r-- 25 �1 / K 454 AIR TIGHT). �I� , OFFI � E I` I 1 '. . I ' '� I'' I - \ � r.-= -1 !,.' `-,\ FIREWOOD 06. SPARE NUMBER. 4, lI'\ _ - `\ -- / -j��� T IJ�I'�`. I$1 `� MEN �- STC�Rl�,GE I - _ " I -` ( _ •- ,�, 1 I ` i 07. 120V-60-1PH-900 WATT, J BOX, EL. 10' O" A.F.F., B.T.C. ON COOLER VAULT DOOR HEATER & LIGHTING CIRCUIT. (E.C. TO MOUNT 48 Y Xs 04 17 `� '., \ K-20/22 I I � I VAPOR PROOF LIGHT FIXTURE, SHIPPED LOOSE FROM THE MANUFACTURER, SEE DETAIL THIS SHEET). ;. _ :>�� 10 �_ 05 07 I, K�� HEN ' �T ` I I I . � ` K-25 7 '' i' ~--_ 18 , '.�`7 � 5 I I I I ' ' 08. 12OV-60-1PH-15.0 AMP, (RATED), D.C.O., EL 4'-2" A,F,F„ FOR 7.5 AMP SLICER. �,< I �•� _ .. ...... I :.:_.. _ .. . -. _ . _ . �:• - - � I \� _ 09. 1 ZOV-60-1 PH-10.9 AMP, D.C.O., EL. 14" A.F.F., FOR REACH -IN FREEZER. I - .--K 1-5 V K-7 I II .V. • Og "` I/" I II I r \ �•�`14"15n I , _ ........,......__ ....... _............_ -.... ,....- ­:� ....... ...... ......:._ ... , ..._ .._... _ .-.... ... 14 - Ill�\ �x --- - I, 10. 120V-60-1PH-15.0 AMP, RATED _ , JJ (RATED), D.C.O. EL. 4 -2 A.F.F. FOR CONVENIENCE OUTLET. / -- I i' 1 1 i i _ I 19 �[=K VI i- - I K-27 ^� ' 11. 208V-60-1PH-2.7 H.P.M. J-BOX EL. 36" A.F.F. B.T.C. ON 60 QT. MIXER. J , ,j f ;-- II ,% \ I I I I �� 20 _ `'•,1 WOMEN -- `-- n r,: j ` I I , f -� 1qj " - ; I I I {, I I I - 12. 208V-60-1PH-11.0 K.W., S.C.O., EL. 24 A.F.F., FOR ELCTRIC FULL SIZE CONVECTION OVEN. (E.C. TO PROVIDE AND INSTALL CORD & K-61 I �, I _ - I' 13 ' I 21 ____ _ - K-35 -_ _ - - - - �_ P - . - 8 - 11 ,__ -I I -I I s v ::: I -�''1 CAP). (� :. E:; ,'II" _ J �,' I ! I Iwt`:,. _ , ��� -� 11� -' 13. 12OV-60-1PH-2.0 AMP, J.--BOX, EL. 24" A.F.F., B.T.C. ON PIZZA OVEN. -� _ - - - 21 I - 1 iK 37 + I ( ) 101 K-8/10 -1=1`- I ` I ; � --I - Il. I / `' t I I ) ,--, - I ,; �_� ______.-__.__ _ _ _____ I I 22 I �`-_ B - - - -- - I - -'� 14. 208V/230V-60-1PH-30.0 AMP, J-BOX, EL. 7 -0 A.F.F., B.T.C., ON ICE MAKER HEAD. REMOTE `ROOF TOP° REFRIG. �� - I� I 1 L_-�.----_ IIIIII ; UNIT FOR COOLER VAULT. VERIFY --_ _. �- • -:1 - -- - - - -- - -- - W • _.*" , t I " LOCATION WITH ARCHITECTURAL -' K-17 ; . 15. CONTROL CIRCUIT J-BOX, EL. 7 -0 A.F.F., E.C. TO ROUTE CONTROL WIRE/POWER SUPPLY FROM ICE MAKER HEAD, UP TO REMOTE AIR COOLED REFRIGERATION UNIT ON THE BUILDING ROOF. VERIFY ROOF LOCATION WITH ARCH. DRAWINGS). DRAWINGS. K-12/14 1 �I1_.-_-_ 1 12 (ON) K-58 CENTER USTUB-UPS. 1 I ) I', , ' �:3 ,. ;;, ... ......... .... .... ..... _._.. _..- n -_ i, i ;- -- - - (ON) . 04 ;:.:-•'�::-::::_::..-_ ,.._.."-., """_"_.....,...-...._.._............. `:.._ .... _:....- :-:::'_::.::'.. '_' ._._ .._.., 16. 12OV-60-1PH-10.0 AMP, D.C.O., EL. 6 -0 A.F.F., FOR SODA SYSTEM CARBONATOR. i, --- K E 10. 6 /6 i I ,� CAI � F L �C'r' -C, r O I< 11�1 - �. �:..._..., ,_,......- . __, ............,......_- ' . _........- ....._ .. �.,:..... _. i ..,.... r •:, F,:, 26 24 23 '.,' _ _ _11K-q6 %- �� K-4,. 17• 208V-60-1PH-20.0 AMP, S.C.O., EL. 4'-2" A.F.F., FOR COFFEE BREWER. E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED I; - - _ 1.............................._.._ _.............. ( EQUIPMENT). 04 I" 5 '. I I I y , ,K 7 I ,I ;�% %,, T). 44 ( ; ,�;,Ic � I I I III n , III I 1 ; ,i "" r1 ' I`.'! '' '' I { -.- .,•--..-. , 18. 12OV-60-1PH-20.0 AMP D.C.O. EL. 4'-2" A.F.F. FOR TEA BREWER. (E.C. TO VERIFY REQUIREMENTS WITH PURVEYOR FURNISHED REMOTE 'ROOF TOP" REFRIG, _ J I - +-. -, I i - - UNIT FOR ICE MAKER. VERIFY I - - ''' s'� i -- Ih up}- ; I I ti ,, ; C)c I �` _ I = J ( t EQUIPMENT). LOCATION WITH ARCHITECTURAL ;_ _ _ _ _ = _ _ - _- -� ) Irr _ ��'-_ _ - _ - -iCi= ==r =_ _ _ - =T I n { ;t K, 3 I- I 1. :--_ y------iL ct DRAWINGS. I .J J i ,} 19. 12OV-60-1PH-10L0 AMP, D.C.O., EL. 14 A.F.F., FOR SODA/ICE DISP R. I G� �, j, u� _ _ - i 20. CONTROL CIRCUIT J-BOX EL. 4 -2 A.F.F. E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR P.O.S. REGISTER CONTROL --- -- iC-E; I 13 -I :0 , C� �I 1 �� - _...:.....-.....-..._-...._.. ,..__:.._ 3 I `;� `{ ! _ _ _ _ _ _ _ _ __ _ ' I- ! CIIJ Ii �� I 7 36 --- -- - --.. •. :.=:': :::. :..P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS 1N OFFICE AREA WITH OWNER. l ,,------- - .. , E 1 r, , 31 42 K 13 Q 35 r i WIRE P ---= - `��- -- L - I'� \. I 29 I .:.....................`.,.:,. _......_.._..._.._....... 21. 120V-60-1PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL 4'-2" A.F.F., FOR P.O.S. REGISTER. 15 - - - ---- �(( 111 a I 28 _ " . I III \',- L a1_ CI i t - { 22. 120V-60-1PH-300 WATT, J-BOX, EL. 5'-0" A.F.F., B.T.C. ON E.C. FURNISHED LIGHT TRAC MOUNTED TO UNDER SIDE OF 0/HEAD 1 , _ -_ __ CABINETS. , - _ - _ I I I IIY' - . - _- . - - . _ t - _..........__...........•..... _......-_.._.._.._.._• .._..___ _... .._,.- __... ___ ,..... ,...._ -,..__ . - - _ • CENTER LINE OF =�T ++=' 32 ... - _...._- ..._: _......"-.- -. -.... .,-. ,._...._.- --. _. _.....e. :.... "-_ .._.. ..-.- ..- __- ._.. - � .� n , ..- - - I I :; TT.- _._ ...,..__. .......... .. MULTIPLE STUB -UPS. III u I -��� { i...._....__...._.._..._.._...._...... __ 23. CONTROL CIRCUIT, J-BOX, EL. 10 A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C.-BOX BACK TO OFFICE AREA FOR •� 'II II 32 27 `ii : : 4_--;_ ^_.. _- ..1.._..._-......-,...•....._..-_.._-..-._,. CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT OLOCATIONS IN OFFICE AREA WITH OWNER. . ' U, %� 4 cX 1, N. I s --- K 48 ' 24. 120V-60-1PH-15.0 AMP, (ISOLATED/DEDICATED), J-BOX, EL. 18" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O., FOR ORDER PRINTER. r------------- ---- ------------, ._-__==__�-, - I u - - J �� --- •- - I 11 I.� I .� / P� � I f "III II '. " ..... , , I III �� �., + III �/'1,, / I - - - M - - M II, - �., ,,�, I ` 11, I;.'/_ / ; I 25. 12OV 60 1PH 2O.0 AMP, F PLEX J BOX, EL. 24 A.F.F., FOR A/V SYSTEM. I�=_=. =�F=== - ==-T- =- F=== 1----- ` 39 : �/� / _......._..._ ._.._.. _. 4 ~ ` L. - I I P A TI 2ix 1PH 20 0 AM J BO EL 26 A.F.F., B.T.C. ON PRE WIRED J BOX IN FIXTURE BASE FOR MAIN SET COUNTER REFRIGERATION .-t.___.____.._.............__...._ I _ ._._....._._..__._..._ _. 12OV-60- - P, - X, " ..F., - - E 8 K-55 K-57 CAR " / / , / / t SYSTEM. .-..-__.,..._...__ .............. __,0 '//�,....,.. 7 � ___.....-..._..._ ___....._..._...._.._ . ' J .1 // �, ,x `y. / 4 J7;_"._......._.._-....._-.........-,. S ....___.._,.._ .__. ..,........_..__.....,,...-_-•_ , ; n __. (-� - x_;..:�x.,1_:�, _ � . t, I ,` I ;----.-......,.__.._._._.-.,...-..,. !' "• _............-_____.....__,--__ ..'. ":-' 27. 12OV-60-1PH-2.0 AMP, S.U. 4 A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ICE CREAM FREEZER. i- i-irm-� ~- i, �c c�ZX:fULi X. - ,- t+� I%, , I i < ? j - -1 �_ - [:ILL'[IJJ � I �_--�, ^ ry I _ '� --', - : , - ; •__..._._____,__....-.._._ + I ;I,...._.,...._11:=..._..._.-...__..._,.._...-....... •.'`��� ,, ' ' 28. . 4" A.F.F., B.T.C. ON FIXTURE MOUNTED J-BOX, E.C. TO ROUTE CONDUIT FROM S.U. BACK TO OFFICE AREA FOR P.O.S. _ _ - K 36 a i +;- - _ CONTROL CIRCUIT S U !- - i - - ',i `+ '' '` '�:` 1 I PRINTER CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA f; I I i - i WITH OWNER. .':: I { ' t I .__ __....:_ ..._............._ .,_...._....._- .._ .__,. _._ . 1.: ,. _.-... _.. . } ' ,..........._. - , ...,....,.. �... ;, ' 1 ,; '11 I:._...-...._........ L ! i i I { j I t ( D I N I I �l � I 29. 120V-60-1PH-15.O AMP, (ISOLATED/DEDICATED), S.U. 4 A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR ORDER PRINTER. ' I • t I ' I : ;.. + i `"' i......._,_,_,___.--..._.._..._,... { I...._._........ _ _... _._..,...__-_....._.,.......... ? 1 _11 .-.... ,: -: __ _.:.- :..,f • ` :_= , .:; ;t"....__................._.._.....•_,..,....-1. I i 30. 208V-60-1PH-800 WATT J-BOX EL. 26 A.F.F. B.T.C. ON HEAT STRIP. 37 38 41 40 i `t .....,. _ ... i i il. { :,...,.__..__.:._,............................._........__. ;, :' '` }''., i i 31. 12OV-60-1PH-14.0 AMP, S.U. 4" A.F.F., B.T.C. ON FIXTURE MOUNTED D.C.O. FOR REFRIGERATED PIZZA PREP. UNIT. 1 I =- I ' • j ',;. I n i; i ,;,- + 32. 120V-60-1PH-5.7 AMP, S.U. 4 A.F.F., B.T.C, ON FIXTURE MOUNTED D.C.O. FOR BACK BAR REFRIGERATOR. I I: - .-.---..............._.... -... . E -...,..._•_..:,._..____..__..�._.....-....,_...._...,_..:;-.__-,..._............._.".._...._._..•__.......,......... - . _..._,.....�.. _.,._....,...., ....__ ..:._...._,_•_........... IT X A K 0 OFFICE AREA FOR P.O.S. REGISTER CONTROL }- - - , , , .. _ ...._.. , . , _ , ,-_.... i 33. CONTROL CIRCUIT J BOX, EL. 16 A.F.F., E.C. TO ROUTE CONDO FROM J Bp B C T N K-31 ; I , , I I I I + I { - i - WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA MTH OWNER. i ► I i I ,.-....-..._..._...."" *..V_.._:.;: (SHOWN AT TWO LOCAl10NS) ;,. ' I t 33 ` , ',: . ;c; ; ;t 'r (' . I : , I I , 34(ISOLATED/DEDICATED),D C EL 16" { _) AA F FOR P 0 S REGISTER HOWN AT TWO LOCATION i , i ; , : f_.,..__....._....._._..........._._ � V-60-1PH-15.0 AMP, ..., ' : :� ' i � j I �,.•• 120 P 0 ..F., P.O.S.... S LOCATIONS )� �..:::,,�� i I 1 I I ill ' 1 ; i ; I I I I _ ` ,-- C I- L- - -_ - _ :- _ . - . - - - - - - -R - . - - - - - - . - - - . - .I - - _ - - - - - - - .; _ r,) FF1 AREA F SERVICE BAR PRINTER I X . 4 A.F.F.E.C.T ROUTE CONDUIT FROM J BOX BACK TO 0 CE RE OR SE ...._,.._.......... _ 35. CONTROL C RCUIT J BO EL 2 E 0 0 TE 0 0 - __ � .' _.. _ ..' : _. ,,..., _ ._. :....., _.'_ _..:..,�'.::::": I >_I::: ~�CONTROL WIRE. P.O.S. SYSTEM PURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB -OUT LOCATIONS IN OFFICE AREA WITH !'K_34..__...340-4-1 j I ........................._ ..,.._._.._.., _.......__ ................_ _.... _:,-. __...._............._ ........ _....... \. ."... OWNER. _, ...,4! I I I k....,..IK-32 ................._...-.__....,.,. ' \ ` 36 12 60 1 PH 15 0 j ! i :_` I D.C.O., EL. 42" A.F.F., FOR SERVICE BAR PRINTER. I V- - AMP, (LATE EDICATE - I , i I I ', ;......�_-...._.::, ....;:::.: r.;� .,, 1,...__..�_. _ 4::,,..,..,;.,......,_.. ,.,."..��.,.,__--. Y, .,..;.,: _..- I"......_._. ... ".,-•.•- ;� - I , f - _. 4U ? \ 37. 12OV-60-1PH-15.0 AMP, (RATED), D.C.O., EL, 12" A.F.F., FOR CONVENIENCE OUTLET. i ------- , k i I 1 , t t i I t t F , I I t I i i ! I i I i i 'i _ _ a ... .........._. .......,.. ,. - 11 _.., ..,. _. ..... ...^. - - i ' ' { '` '` 38 12 V 60 1 PH 5 8 AM D C EL 14" `- I."--., i -- ""-' A.F.F., FOR MUG PROSIER I 34 I 30 I 39. 1 ZOV-60-1PH-8.5 AMP, D.C.O., EL. 14" A.F.F., FOR KEG COOLER. DINING �-6 WAITING EL. 18 A.F.F. E.C. TO ROUTE CONDUIT FROM J-BOX BACK TO OFFICE AREA FOR PPRINIER CONTROL WIRE. _.... ...._._............... .. ._._ ..__- ..._-.._-. . ... _ ... I - .. _. .. - �'%" "...,.,.._._. ,.....,......._....' ( 1 40. - - _._...- -_ .:_.nY__._..__,.. . .,•; , �____...."..._.._s_ __ ._._._._..,. _....;.._........_. ..__.......:._.._...:- _.__............._._.-.....:_...._._._....,.....,...-_....--,- _ P.O.S.oTSYSTEMUPURVEYOR TO FURNISH REQUIRED CONTROL WIRE. E.C. TO VERIFY STUB OUT LOCATIONS IN OFFICE AREA WITH OWNER. ,ft��.� ,' (I I lit i Ili !i' i !;I I j I / " .. ```1� jj i f {tt` I i i t t < I I f I t' ; t I{{ f 6 ' 1• i i I I I I I I _ I n J�•�••••..•���•• '_ 1 i ; i ? I ; : { I t ( I ; , ; ; ; ! i f ; ; I i _ . 41. 120V-60-1 PH-15.0 AMP, (ISOLATED/DEDICATED), D.C.O., EL. 18 A.F.F., FOR ORDER PRINTER. ! If l II! I III I i j �` I I ENTRY - - -. - --- / � /*:• :*,j ; ' - ' i I i , t ; ; , y ; J I ' i , f II 0•.••....•....•..........••i..4 I i € , ; , i ; r ! i , i I I 1 { ;� / 42. 12OV-60-1PH-500 WATT, J-BOX, EL. 10 -0 A.F.F., B.T.C. , D.F.A. ON E.C. FURNISHED LIGHT TRAC ON UNDER SIDE OF COPPER SHELF. ( I I I it; ? i, ; I�i i I i ! ; : f i 9, I I t ? { 1 : , , i ... SHUJI� OKUDA.. ... , of i"tt i � I� { Tit I� i i ;if i : �/ n I / I- I / ,-- 43. 12OV-60-1PH-20.0 AMP, J-BOX, EL 12 A.F.F., B.T.C. ON GLASS WASHER. (E.C. TO VERIFY REQUIREMENTS WITH LEASED EQUIPMENT). / ,o :. 54327 / Q - . - . -- 0 1 - - - - �-II - - - I ; I 11 __B I I I 11 ; . - - . -_ . ,_- -_.--- - - - -- ,- :; -- - - -- --- -- - / / ;' - • - (; Who'.,.</c .�, •� � + // / ,? / 1 e N �. I I I i •.....r I ! I. 44. 208V/230V-60-3 PH-1 1/2 H.P.M., ROOF STUB, B.T.C., THROUGH QUICK DISCONNECT, ON COOLER VAULT REMOTE REFRIGERATION UNIT. s 1' III ' , 1 \. (VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS). " ,16_� �' ( H }-- --- . _,- 1- - - -- --- -•- - - -- -- • -- -- - - -I- -- -- - . - - --_ __ ---- -- - - -r-- --- ,,,%"'11 ��J -�--- ��. -, -_ _.� ') THE SEAL AP P NO ON THIS -----I I "� - `'-" �`�. -'•'� / DSHUJI OKUDA, P E. 54327 ONY I ,� .,____-_- -- -- AUGUST 10, 2007 I i ; I . �., FLOOR � LAN - POWER I __-- '-,__ I . a ll . - N S� K_o� -- - - - - ( t� ) I,----( � ) ) , THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHOJI OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W, Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Site 1203, Lock Box 30 Fax (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 21. PRIMARY CIRCUIT EQUIPMENT GROUND N L0 t\ V) - I� ry (n cri J ._-J U Q o 0 co L �L1J L1J PO �- 00 00 rn af d- U o Q N `-' W ry w Q (t) z Q J T_ d- 0 4- d- � LO Cn Q W x ill W w 0 z cn W ci- wn--,*, < - JOB NO, 0619 - REVISIONS ,. NO. DATE DESCRIPTION ,&08-16-07 OWNER DATE 02-16-2007 SHEET Al ELECTRICAL SYMBOLS LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CONDUIT Q CEILING JUNCTION BOX CONDUIT IN OR UNDER FLOOR FQ WALL JUNCTION BOX fll CONDUIT WITH SWITCH LEG, HOT & NEUTRAL 0 277 VOLT GRID JUNCTION BOX COND. HOMERPN TO PANEL-GND, HOT, NEUT. © 120 VOLT GRID JUNCTION BOX Till : COND. HOMERUN-IG, EQMT. GND, HOT, NEUT. 0 DUPLEX FLOOR RECEPTACLE o CONDUIT STUBBED UP 0 4 QUADRUPLEX FLOOR RECEPTACLE - D --- DATA SYSTEM CONDUIT ® TELEPHONE FLOOR OUTLET - T -"- TELEPHONE SYSTEM CONDUIT Q COMMUNICATION ' FLOOR OUTLET FLOOR ;OUTLET COMB. POWER/COMM. FLUORESCENT LIGHTING FIXTURE 4 QUAD FLOOR OUTLET COMB. PWR./:COMM. 0 F FLUSH DUPLEX FLOOR RECEPTACLE L� FLUORESCENT LIGHTING FIXTURE, WALL MTO. 0 4F FLUSH QUADRUPLEX FLOOR RECEPTACLE 0 CEILING LIGHTING FIXTURE ® F FLUSH TELEPHONE FLOOR OUTLET FO WALL LIGHTING FIXTURE ® F FLUSH COMMUNICATION FLOOR OUTLET ® CEILING LIGHTING FIXTURE - WALL WASHER @ F FLUSH FLOOR OUTLET COMB. PWR/COMM. ® EMERGENCY LIGHTING FIXTURE 4F FLUSH QUADRUPLEX FLOOR OUTLET COMBINATION POWER/COMMUNICATION ® EMERGENCY LIGHTING FIXTURE FURNITURE/EQUIPMENT CONNECTION ® CEILING LIGHTING FIXTURE -EMERGENCY ® POWER, POLE ® EXIT LIGHT FIXTURE - SINGLE FACE MULTI -OUTLET ASSEMBLY F-� WALL EXIT LIGHT FIXTURE - SINGLE FACE WALL SPEAKER ASSEMBLY ® EXIT LIGHT FIXTURE - DOUBLE FACE ® CEILING SPEAKER ASSEMBLY EMERGENCY BATTERY PACK LIGHT 0 FLOOR 'MICROPHONE OUTLET -Q� REMOTE HEAD LIGHT F WALL MICROPHONE OUTLET LIGHTING TRACK WITH TRACK FIXTURES WALL VOLUME CONTROL OUTLET S SINGLE POLE TOGGLE SNATCH Q FLOOR TV OUTLET Sp TOGGLE SWITCH WITH PILOT LIGHT WALL TV OUTLET S 3 THREE-WAY TOGGLE SWITCH PROGRAM CLOCK S 4 FOUR-WAY TO SWITCH [`]b PROGRAM BELL SR RELAY CONTROL SWITCH ® CARD READER SMC MOMENTARY CONTROL SWITCH D❑ DOOR STRIKE SM TOGGLE SWITCH W/THERMAL OVERLOAD PUSHBUTTON STATION SK KEY OPERATED SWITCH i BUZZER ST SWITCH WITH TIMER O THERMOSTAT SOC OCCUPANCY SENSOR TOGGLE SWITCH TIME CLOCK D DIMMER SWITCH (600 WATT) PHOTOCELL 010 DIMMER SWITCH (1000 WATT) EPo EMERGENCY POWER OFF PUSHBUTTON 015 DIMMER SWITCH (1500 WATT) MOTOR CONNECTION D 20 DIMMER SWITCH (2000 WATT) 0' DISCONNECT SWITCH M CEILING OCCUPANCY SENSOR ® MAGNETIC MOTOR STARTER I- MQ WALL OCCUPANCY SENSOR ®-' COMB. MAGNETIC STARTER/DISC SWITCH DUPLEX RECERTACLE TRANSFORMER �* DUPLEX RECEPTACLE ABOVE COUNTER 1' GROUNQ CONNECTION GROUND FAULTCIRCUIT INTERRUPTER RCPT. ® ANEL P OARD s SIG ISOLATED GROUND DUPLEX RECEPTACLE DISTRIBUTIONPAN ELSWIT HBOARD QUADRUPLEX RECEPTACLE AAA0AAAAAA WIREWY CEILING MOUNTED DUPL X RECEPTACLE B SYSTEM BELL LL -e SIMPLEX RECEPTACLE © INTERCOM (PA) CALL SWITCH ® SPECIAL RECEPTACLE AS NOTED FS FLOW SWITCH SYSTEM CLOCK TS TAMPER SWITCH d TELEPHONE WALL OUTLET � 0 FIRE ALARM VISUAL DEVICE d COMMUNICATION WALL OUTLET ❑Q FIRE ALARM VISUAL NOTIFICATION DEVICE :0TPS DUPLEX RECEPT.(TOP PEUG SWITCHED) S❑D DUCT MOUNTED SMOKE DETECTOR ` LJ TELEPHONE OUTLET FOR WATER METER S❑ CEILING MOUNTED SMOKE DETECTOR K SECURITY ALARM KEYPAD F FIRE ALARM PULL STATION SECURITY SYSTEM POWER UNIT F ❑4 ARM AUDIO/VISUAL DEVICE FIRE ALARM DUAL DATA/TBLE RECEPTACLES (SERVED FIRE ALARM HORN/STROBE UNIT ® BY A SINGLE CATEGORY-5 CABLE) (FOR EXTERIOR VEHICULAR ALERT) WITH OPTIONAL COAX CABLE CONNECTION (SEE DETAIL THIS SHEET) H❑ HEAT DETECTOR NOTE; NOT ALL SYMBOLS USED.- REFER_ TO FLOOR PLANS, SYMBOLS LEGEND GENERAL NOTES 1. COORDINATE LOCATIONS OF SMOKE DETECTORS - 18" AWAY FROM R.A. GRILLES OR AS REQUIRED BY MFG. 2. MOUNT RECEPTACLE OUTLETS FOR WASHERS AND DRYERS AT 36" ABOVE FINISHED FLOOR. 3. MOUNT RECEPTACLES FOR MICROWAVES AT 6'-6" OR AS OTHERWISE DIRECTED. EQUIPMENT LEGEND 01. 48" FLY FAN - ONE(1) REQ'D. 02. CHEMICAL SHELVING - ONE(1) SECTION REQ'D. 03. FLOOR TYPE MOP SINK - ONE(1) REQ'D. 04. WALL MOUNT FAUCET W/HOSE BIBB - ONE(1) REQ'D. 05. DOUBLE WALL SHELVES - ONE(1) SET REQ'D. 06. S/S END CAPS & CORNER GUARDS - ONE(1) LOT REQ'D. 07. 0/HEAD WIRE SHELVING - ONE(1) LOT REQ'D. 08. WOOD STORAGE DUNNAGE RACKS - TWO(2) REQ'D. 09. DOUBLE SWING DOOR SET - ONE(1)SET REQ'D. 10. COPPER CLADDING FOR SWING DOORS - ONE(1) SET REQ'D. 11. DUNNAGE RACK - ONE(1) REQ'D. 12. CLEAN DISH TABLE W/EXTENDED RACK SHELF - ONE(1) REQ'D. 13. DISHWASHER - ONE(1) REQ'D., (LEASED) 14. SOILED DISH TABLE W/DOUBLE RACK SHELF & DUMP SINK - ONE(1) REQ'D. 15. POT SINK UNIT WITH WALL MOUNTED POT RACK - ONE(1) REQ'D. 16. S/S HAND SINK - ONE(1) REQ'D. 17. WIRE STORAGE SHELVING - FOUR(4) SECTIONS REQ'D. 18. SLICER - ONE(1) REQ'D. 19. UP-RIGHT/REACH IN FREEZER - 01 REQ'D. 20. PREP. TABLE W/DOUBLE WALL SHELVES - ONE(1) REQ'D. �1, 6'-0" BAKER'S TABLE - ONE(1) REQ'D. 22. MOBILE INGREDIENT BINS - FOUR(4) REQ'D. 23. 60 QT. FLOOR TYPE MIXER - ONE(1) REQ'D. 24. MOBILE SHEET PAN RACKS - FOUR(4) REQ'D. 25. ELECTRIC SINGLE CONVECTION OVEN W/STAND- ONE(1) REQ'D. 96. OFFICE DESK WITH 0/HEAD CABINET$ - ONE(1) REQ'D. 77. S/S WALL PANEL AT OVEN - ONE(1) LOT REQ'D. ?8. WALK-IN COOLER VAULT - ONE(1) REQ'D. 29. S/S COOLER VAULT TRIM - ONE(1) EOT REQ'D. 30. COOLER SHELVING - FIVE(5) SECTIONS REQ'D. 31. REMOTE, AIR COOLED ICE MACHINE W/BIN - ONE(1) REQ'D. (LEASED). 32. S/S FLOOR TROUGH- W/CHEM-GRATE - ONE(1) REQ'D. 33. BAG-N-BOX SODA RACK & CARBONATORS - ONE(1) REQ'D. (BY PURVEYOR). 34 COFFEE BREWER -ONE(1) REQ'D. (BYPURVEYOR). 35. TEA BREWER/DISPENSER - ONE(1) REQ'D. (BY PURVEYOR). 36. SODA/ICE UNIT W/WATER DISP'R. - ONE(1) REQ'D. (BY PURVEYOR). 37. SUPPORT COUNTER - ONE(1) REQ'D. 38. 0/HEAD CABINETS, (NO DOORS) - QNE(1) SET REQ'D. 39. P.O.S, REGISTERS - TWO(2) REQ'D. 40. MAIN PIZZA OVEN - ONE(1) REQ'D. 41. COPPER DROP SHELF - ONE(1) REQ'D. 42. WALL MOUNT PIZZA PADDLE RACKS r- TWO(2) REQ'D. 43. APPS, PIZZA OVEN - ONE(1) REQ'D. 44. COPPER DROP SHELF & COPPER WALL INSERTS - ONE(1) SET REQ'D. 45. ENTREE PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 46. MAIN SET COUNTER - ONE(1) REQ'D. 47. VENTED ACCESS DOOR SETS - TWO(2) SETS REQ'D. 48. REFRIG. PIZZA MAKE TABLE - ONE(1) REQ'D. 49. CHEST TYPE ICE CREAM FREEZER - ONE(1) REQ'D. 50. DIPPER WELL - ONE(1) REQ'D. 51. DUNNAGE RACK - ONE(1) REQ'D. 52. CANTED TOMATO RACK - ONE(1) REQ'D. 53. 0/HEAD SHELF W/TICKET RAILS - ONE(1) REVD, 54. SPARE NUMBER. 55. EXPO COUNTER - ONE(1) REQ'D. 56. WINE/BEER DISPLAY REFRIG. - THREE(3) REQ'D. 57. APPS, PRINTER W/SUPPORT BRK'T. - ONE(1) REQ'D. 58. 0/HEAD STEMWARE RACKS - TWO(2) REQ'D. 59. SPARE NUMBER. 60. "TO GO"/BACK COUNTER - ONE(1) REQ'D. 61. HOSTESS STAND - ONE(1) REQ'D. 62. 18" DRAIN BOARD UNIT W/CABINET BASE - ONE(1) REQ'D. 63. GLASS WASHER - ONE(1) REQ'D. (LEASED). 64. 12" STAIR -STEP LIQUOR DISPLAY - ONE(1) REQ'D. 05. SODA GUNS - TWO(2) REQ'D. (BY PURVEYOR). 66. 36" JOCKEY BOX W/DOUBLE SPEED RAIL - ONE(1) REQ'D. 67. 12" SINK UNIT - TWO(2) REQ'D. 68. S/S REGISTER STAND - ONE(1) REQ'D. 69. P.O.S. REGISTERS - THREE(3) REQ'D, 70. 24" MUG FROSTER - ONE(1) REQ'D. 71. THREE KEG COOI_ER - ONE(1) REQ'D. 72. BRASS BEER TOWER W/DRAINER - ONE(1) REQ'D. (BY PURVEYOR). 73. 12" DRAIN BOARD UNIT - ONE(1) REQ'D. 74. COPPER BAR TOP DRAINER - ONE(1) REQ'D. 75. SERVICE BAR PRINTER W/SUPPORT BRK'T - ONE(1) REQ'0. 76. 30" DRAIN BOARD W/OPEN CABINET BASE - ONE(1) REQ'D. 77. 42" JOCKEY STATION WITH 66" DOUBLE RAIL - ONE(1) REQ'D. 78. COPPER WALL PANEL (COLUMN & HEADER) - ONE(1) LOT REQ'D. 79. COPPER BAR TOP - ONE(1) REQ'D. (SUB TOP BY G.C.) 80. SOLID SURFACE EXPO COUNTER TOP - ONE(1) REQ'D. 01. COPPER POUR RAIL FOR BAR TOP - ONE( 1) REQ'D. 82. DINING AREA SUPPORT COUNTER - ONE(1) REQ'D. 83. 24" DRAIN BOARD W/CABINET BASE - ONE(1)REQ'D. ENCLOSURE DIMENSION: COVER DIMENSION: �4"W X 48"H X 9.75"D 26"W X 50"H 0 •�♦ cam, 6 QC�t�C� Uo�o HOC-�C� STAR BRITE 1$ DIMMING SYSTEM CONTROL DETAIL GENERAL NOTES: 1. INFORMATION SHOWN ON THIS DETAIL IS DIAGRAMMATIC ONLY, VERIFY EXACT PART NUMBER OF EACH COMPOIIIIENT AND ALL NECESSARY MATERIALS, AS REQUIRED FOR AN OPERABLE MARLIN CONTROLS DIMMING SYSTEM, WITH MANUFACTURER PRIOR TO BID, CONTACT tgch@marlincontrols.com OR (214) 552-570Q FOR TECHNICAL SUPPORT. 2. 120 / 208 VAC, 3-PHRASE, 4-WIRES, M.L.O. 3. RUN SEPARATE NEUTRAL PER CIRCUIT TO THE DIMMER CABINET. 4. LOW -VOLTAGE WIRING SHALL BE MINIMUM 20 AWG SHIELDED CABLE, BELDEN # 9402. 5, BREAKERS - ONE 20 AMP PRIMARY BREAKER (RATED 10,000 AIC) PER DIMMER. DIMMING SYSTEM CONTROL DETAIL �1L SCALE: N.T.S. PAIlIEL 'MDPNEIVIA 3R IC: 42,000 AMPS, RMS, SYM. MOUNTING: SURFACE SERVICE 120/208V., 3-PH, 3-W, & EQUIP. GIRD. MAINS: 600 AMPS, MLO C CCT A SERVES KVA AMPS FRAME TRIP FEEDER/REMARKS NO. T 1 G PANEL'K 73.3 203.5 225/3 225A 4#4/0 CU., 1#3 CU. GIRD., 2-1/2"C. 2 C RTU-1 100/3 60A 3#8 CU., 1#10 CU. GRID., 1"C. 3 C RTU-2 12.1 48.6 100/3 60A 3#8 CU., 1#10 CU. GIRD., 1"C. 4 C RTU-3 12.1 48.6 100/3 60A 3#8 CU., 1#10 CU. GIRD., VC. 5 L PANEL ID 7.2 20.0 100/3 100A 4#3 CU., 1#8 CU. GIRD., 1-1/4"C. 7 G DOM. WTR. BOOSTER 13.6 38.0 100/3 50A 3#8 CU., 1#10 CU: GIRD., 3/4"C. 8 M DISH MACHINE 17.3 48.0 60/3 60A 3#6 CU., 1#10 CU. GRD., 1"C. P C . 10_ SPACE 11 SPACE 12 SPACE 13 14 15 LIGHTS REC GEN DATA MTRS LGST MTR COOLING HEATING KITCHEN OTHER SPARE TOTALS' CONNECTED KVA 7 0 118 0 17 17 36' 0 0 0 0 178.4 KVA DESIGN FACTOR 1.25 NEC 1.0 0.0 1.0 0.25 1.0 0.0 0 0.0 1.0 512.2 AMPS DESIGN KVA 9 0 118 0 17 4 36 0 0 0 0 104.6 KVA PANEL L SECTION 1 OF 1 IC: 10,000 AMPS, RMS, SYM. SURFACE MOUNTED SERVICE 120/208V., 3-PH, 4-W, & EQUIP. GIRD. MAINS: 100 AMPS , MLO C AMPS A AMPS C FEEDER CCT A REMARKS LOAD VQLT AMPERES & B & LOAD VOLT-AMPERES REMARKS A CCT FEEDER NO. T A B C POLES C POLES A B C T NO, 2412, 1#12G., 3/4-C. 1 R RECEPTACLES 1080 20/1 20/1 200 TEF-1 M 2- 2-012,1#12G., 3/4-C. 2•#12, 1#12G., 3/4'C. 3 R RECEPTACLES 600 20/1 2011 1000 EXHAUST FANS M 4 2-#12, 1#12G., 3/4-C. 2•#t2, 1#120., 314'C. 5 R RECEPTACLES 200 20/1 * 2011 1000 RECEP ROOF R 6 2-#12, 1#12G., 3l4'C. 2-#t2, 1#12G., 3/1 7 R TELE QUAD 200 2011 * 2011 1000 RECEP ROOF R 8' 2-#12, 1#12G., 3/4-C. 2412, 1#12G., 314-C. 9 G TIME CLOCK 200 20/1 * 20/1 1000 RECEP ROOF R 10 2-#12, 1#12G., 3l4'C. 2-#12, 1#12G., 314-C. 11 L LIGHTS ' 800 20/1 * 20/1 200 WATER HEATER G 12 2412, 1#12G., 3/41C. 2-#12, 1#12G., 314'C. 13 L LIGHTS ' 800 20/1 * 20/1 200 FIRE PROTECTION G 14 2412,1#12G., 3141C. 2-#12, 1#12G., 314'C. 15 L LIGHTS 120 2011 * 20/1 400 CP-1 M 16 2`#12, 1#120.. 314'C. 2412, 1#12G., 314'C. 17 L LIGHTS 956 20/1 * 20/1 400 CP=1 M 18 2-#12, 1#12G., 3/4'C, 2412, 1#120., 3/4-C. 19 L BLD SIGN 1000 20/1 * 20/1 1220 EXTERIOR LIGHTS L 20 2-#12, 1#120., 3/4-C. 2-#12, 1#120., 3/4'C. 21 L BLD SIGN 1000 20/1 * 20/1 1220 EXTERIOR LIGHTS L 22 2-#12, 1#12G., 3/4'C. 2412, 1#12G., 3/4-C. 23 G OUTDOOR HEATER 700 20/1 20/1 1220 EXTERIOR LIGHTS L 24 2•#12, 1#120., 3/4'C. 2412, 1#12G., 3/4-C. 25 G MISTING FAN 1394 20/1 * 2011 1220 EXTERIOR LIGHTS L 26' 2412, 1#12G., 3/4'C. 2-#12, 1#120., 3/4'C. 27 G MISTING FAN 1394 20/1 * 2011 1220 EXTERIOR LIGHTS L 28 2-#12, 1#12G., 3/4'C. 2412, 1#12G., 3/4-C. 29 G MISTING PUMP 1780 20/1 * 20/1 800 SPARE S 30 31' S SPARE 800 20/1 20/1 800 SPARE S 32 33 S SPARE 800 2011 * 20/1 800 SPARE S 34 35' SPACE ONLY SPACE ONLY 36 37 SPACE ONLY * SPACE ONLY 38 39 SPACE ONLY SPACE ONLY 40 41 SPACE ONLY * SPACE ONLY 42 LIGHTS REC :GEN DATA MTRS LGSTMTR COOLING HEATING KITCHEN 'OTHER SPARE TOTALS CONNECTED VA 10776 5080 5868 0 � 2000 1000 0 0 0 0 4000 27.7 KVA DESIGN FACTOR 1.25 NEC 1.0 Q.0 j 1.0 0.25 0.0 0.0 0 0.0 1.0 86.1 AMPS DESIGN VA 13470 5080 5868 .0 I 2000 250 0 0 0 0 4000 30.7 KVA PANE K. SECTION :OF.2:... 1.. :.., . ' ...: ..., ' ,• :. ,:' ......: .. '' ::. •. IC:: 42,000 .::AMPS,;RMS; SYM... N10UNTING:. RECESSED.'.' SERVICIE.120%268V., 3-PH, 4-w' EQUIP' GRD, & ISO..GRD.'.. MAINS:. ".'225 :.AMPS ;.. MLO.' . C i . AMPS ...A .. AMPS:. C FEE4ER, .:..ITEM• CCT A' ..'',REMARKS ...;, . 'LOAD VOLTAMPERES :' & ' .', B .: '..• .8.`Q�IL9i�/O, �. R NO. NO: :T* ... .. A ''':':.g:'. I':: C _ ::P.OLES C...p.. .'..A•.'.(t: , g T ,NO,tO.: .. ••. .2-#1Z.1#12G:, 314'C'.:. 2 ' . �.1 .: K. DETERGENTSYS' 1200' ::'>::r.:.::,, •:.,?.•:.::,.. 2011.' .. 2a1'" :500 .. I{ r;::n%,;=,r=.,..:,:!e,;.,•;:.. •.::._.,.; SPAR 1= . 2#12 1#12G.; 3/4'Q. 3'' FL. 3' K'' Y FAN ' .;:. 612. rnd'"°• - 2Q!1' * 20/1.`. ; '%"'':; i:;l'.; ' . `'500' '1'"":°` Ni, . SPARE S' .:4'' 2 12 • ��� 10 k ie'•f��r 2a1 � ■ 2 a1 u+ .,.;..:,;,..:�.::.,...', ly.: , 500 SPAR 6 '2�1z:i# zc:� 3ra'c.. 1 8 7 : K. SL�CER� . 1?vl eoo� a:" 1 -... . . • .� 2a1'. t:tt ?•r<:!i�i=:;,� , _::.•. �,.1. ;: K 8 #1 i G.' TIP C'_ # # G.; 3/4 .. 9: '9 . K' FREEZER . - rct: �;�,:. _ 1 ... <';C+v 7 50 -:I:._. 4A55'00 1 0 1 t 1 4 �1 REFRIG _ '�utiV 4.` `2 *' 7 a2' Y-•rr:�::,.. .^ _ CON OVEN N EN K 12 2 4 G• , i 4 .. 13 BL NDER '•'+::st 1800: `+�900f - 2 1 * 5500' : ail" ..Y.t�"i: - K 14 1 2. 2#1 1#12 '3r'C.. 4 ? . ' •15 K HEATERILIGHT ar: 2a1 . *. 4a2 ., ,: ~r9500' :1,,;;;,,,,:•:•'-ICE '.,� '.,. ....:.. M KER A K s. #. G 4 11 'C: 3-#8 3/ 2 •#1 1#12 3/4'C. 73 •17 12A OVEN K. P O i', Ali`- r.�: 2•.0,�. 4 0l 2 1 M' .,J ���•�, .,. t���=':�r . ,t: ... ,, .208 K 14. S S 19. PARE t::' ' 500 �' k:u:,.. - . `r:^ ;,:,i.. �'I a 2 1 :. I' 3 a2' :: 0. �:�5'=r'�:'�"��' `^��;r„. t:`a ,... E K COFFEE MAKER K 20 17 3 D #1 G. 3�4 •c , 2-#1 1#12 314'C. 2: 16: 2 SY M 1 'K SODA STE r•� r :';r:- 12001, =, �2 0l1 .f" 20 0 •ti:r:� .I�"`;=F�" 8 ..f'��':` °':�;,�_:;:,.a: , - K 2# 2 1 2 ' 31 �c. # 4 6 SODABYSTEM'. r:,: :,. 1200 2a 1 2a1 r:.: �... A 24 .2•#12 1#12 31.4'C. G•,. 18. 25: WER K TEA:BRE - '.F.r3r.:..t:; ;',.L; 400 :v:, ,;; 2 /•... ;, �il 'Z00 =rpnq::�::<& ; I 2a 1. * 2a1 .. e:6:u'?w - srt^'�ic<<` h:. "'a? ;I 500 \y/';<:;.. ; " SPA . I R S 26 . 2-#12 12 ,3r4 T 5Q0 P , . 2 1 +8 ZCYI - 500. -e'� 2 .2 SPARE:*,.500 9 s.�..,....,, �:;�: i-; ,•r:: . 2a1 I.. ' 2a1' r'I`1800�:5 : 13FARPS l: ,,.::;., n ...a.. 500� SPAR S 2 1 '2#12 3/ 1800 ! q.7-: 2 `: B a . POS K 32 3 4 2-# Y 2#1 G. 4 1 31 2 33 . S SP RE• . .,.: ...• .,.t,,. 500 . ,;t>;.4' + 2a1 . 2a1 . :;: . is >,.. .:� 1200. ::,.:'�._ REFRIG K. 34 3 0 , 2 2-#.IZ:2#12G.,.3/4 C: 21; 35 R POS . ._.•::r'a':'agt�: S:Ex��:;•�,:=:t-tom^: .' sf, ...r:>: s= .... : -.:.. Y:: %:.. . '1800 . .' 20/1 .. * 2a1 I,''r:5$-Si<.•.;;,ay. .:#.r, ,.� a•a_ 1020 KEG COOLER K 36 39'. '2#12; 2 •#12 2# 2 4 -C ' Z i 3/ 37 POS R 1800?�38 - . � I 2a1 2 1 01 . :.,,' ''11° ...i5 �1 - S AR S 2 2G. 2, 22 _ 39� LIGHTS K L ., , 00 • - - 1 2a1 ,�PRINTER 0�'. z G 2 2#1 .3I4:C. 41. s SPARE- 500� 2 1 3a1: .»:'� �2400 G S WASHER LA K 42 43' Z -x-;� r> LIGHTS REC GEN DATA.. MTRS M 'LOST R 'OTHER COOLING CHEATING ITCHEN TH SPARE T 1 S: S O ..L ., S:. ECTED V 0• CONN A' 1 6400' 0 0 0. 0 0 7 2 0 0• 187 1 401. 7• 34ao KV A' - , -�:. �' • r, y TOR SIGN FACTOR 1. DE A -.NEC'•NEC 1.0 0 0 1 0 0.2 5' 0 0: 0.00 0 65 0.00 00 1. 203.5 - z' DESIGN VA 0 13200' 0 0 3400 PAN �L K SECTION Z OF 2 IC: 42,000 AMPS, RMS, SYM. MOUNTING: RECESSED SERVICE 120/208V., 3-PH, 4-W, EQUIP. GIRD. F, ISO. GIRD. MAINS: 225 AMPS , MLO C AMPS A AMPS' C FEEDER ITEM CCT A REMARKS LOAD VOLT-AMPERES & B & LOAD VOLT-AMPERES REMARKS A CCT ITEM FEEDER NO. NO, T A B C PALES C POLES A B C T NO. NO. 2-#IZ 2#12G., 3/4'C. 24 43 R PRINTER 1800 20/1 20/1 696 MUG FROSTIER K 44 38 2-#12,1#12G., 3l4'C. 2412,1#10G., 3/4'C. 25 45 K WARMING WELL 2400 3011 " 20/1 240 PIZZA OVEN K 46 13 2-#12,1#12G., 314'C. 2-#12,1#100., 314'C. 26 47 K REFRIG 2400 3011 2011 1800 RECEPTACLE R 48 37 2-#12,1#12G., 3/4'C. 2•#12,1#12G., 3/4'C. 27' 49 K ICECREAM 240 20/1 " 20/1 1800 PRINTER R 50 36 2.#12, 2#12G., 314-C. 51 S SPARE 500 2011 2011 1800 RECEPTACLE R 52 37 2-#12,1#12G., 3/4'C. 2-#12, 2#12G., 3/4-C. 29 53 R PRINTER 1800 20/1 " 20/1 500 SPARE S 54 2-#12,1#12G., 3/4-C. 32 55 K REFRIG 684 20/1 20/1 1680 PIZZA PREP K 56 31 2-#12,1#12G., 314'C. 2-#12,1#12G„ 3/4'C. 32 57 K REFRIG 684 2011 20/1 1200 RECEPTACLE R 58 4 2-#12,1#12G., 314-C. 2412,1#120., 311 6 59 K DOOR HTR/LTG 600 20/1 6013 4160 ROOF STUB K 60 44 '3•#6, 1#8G.,1.1/4'C. 2412.1#120.,3/4'C. 10 61 R RECEPTACLE 800 20/1 " --- 4160 REFR. UNIT K 62 '44 .... 63 S SPARE 800 20/1 " --- 4160 K 64 44 ---- 65 8 SPARE 800 2p/l SPACE ONLY 66 67 S SPARE 800 2p/1 SPACEONLY 68 69 8 SPARE 800 2011 SPACEONLY 70 71 S SPARE 800 20/1 * SPACEONLY 72 73 S SPARE 800 2p/1 SPACE ONLY 74 75 S SPARE 800 2011 " SPACEONLY 76 77 S SPARE 800 2011 SPACEONLY 78 79 SPACEONLY SPACEONLY 80 81 SPACEONLY * SPACEONLY 82 83 SPACEONLY " SPACEONLY 84 DIMMER SCHEDULE - PANEL V 120/208V. 3-PH. 4-WIRE FLUSH MTD PANEI SHALL BE AS MANUFACTURED IOOA.M.L.O. 10,000A,1.C. BY: MARLIN DIMMING SYSTEMS LOAD CIRCUITS SERVING IN BREAKER YNIRE WATTS U-1 BACK BAR' DUWNLIGH I 120 20/1 2#12,1(#12G., 3/4"Q.. U-2 PKIVAI E KUUM WALL WASHEK 120 2U/l 2#12,1 U-3 KE51 KUgM SGUNGE/UUWNLIUH I b2b 2U/1 2912,1#lZG., 3/4"U, U-4 KE51 KUQM '8GUNGE/U0WNLI(Gi1 I b2b 2Ul' 2#12,1#12G., 3/4"G.. U-b BACK BAR 'PIN LIGH I 2by 2U/' 2#12,1#12U., 3/4"U. U-U BAK UINNING ;CHANNEL MUUNI EU 35 2U/' U.,3/4"U. U-! BAR DINNING *PIN LIGH 1 1UN 2U/' 2#12, IP12U,, 3/4"G. U-8 BAR DINNING 'PENUAN I ' 9U9 2U/' 2#12,1#12G., U-9 BAK 'PENUAN I 444 2U/' 2912,1 fl2U., 3/4"C. U-10 BAR 'PENUANI ' 111 20l1 2#12,lpl2(3j/4"C. 0-11 DINNING :PENDANT 444 20/1 2#12,1#12G,, 314"U. U-12 UINNING 'PENUAN I 2b9 ZU/j 2#12,1#12U,, 3/4"U. U-13 VE51 IBULk/HUS1 'DUWNLIGH I /PIN LIGH 1 490 2U/1 2#12,1( l2G., 3/4.0. U-14 DINNING 'PENUAN I 40( 20/1 2#12,1pl2G,, 3/41;, U-1b UINNING 'PENUAN I 22Z 2U1l 2#12,1#12U., 3/4"U, U-16 ' DINNING PENUAN F : 111 2U/1 2#12,1#12G., 3/4"C, U-1 / PRIVAI E HUUM UUWNLIGH I 3n 2U/ C 2#12,1#12G., 3/4". D-18 DINNING PENDANT 31 20/� 2#12,1#12G., 3/4"0.. D-19 DINNING SCONCEMALL MOUNTED 1140 20/i 2#12,1#12G.,-3/4"C. D-20 DINNING DOWNLIGHT 180 20/1 2#12,1#12G,, 3/4"Q. D-21 I EMERGENCY/EXIT REF, TO GEN. NOTE8.1 20/1 2#12,1#12G., 3/4"C. `••OF••�1 •••...••• SHUJI OKUDA: . ;�....5.4327...T.; . �Q E N ` .." r N r to V) X (J J J - W -j Q LJJ U to O `- W W N 00 QN � ... LLl ry X Ld Q to z Q 0 W � w W � � <C JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION 05� 21-07 2 COORDINATION 4 08-16-07 QnFNTS TOTAL LOAD ��` ..1i-(>� 02-16-2007 TOTAL LOAD, KVA = 8,0 THE SEAL APR G ON THIS DOCUMENT WAS AUTHORISED BY $HUJI OKUDA, P.E. 54327 ON NEC DESIGN AMPS = 27.9 AUGUST 16, 2007 _ UENEKAL NU I E5: 1. PROVIDE MARLIN CIRCUIT BREAKER MODULE FOR CONNECTION TO EMERGENCY EGRESS AND EXIT LIGHTS ON CIRCUIT 21, 2. PROVIDE SEPARATE NEUTRAL FOR EACH CIRCUIT TO DIMMER CABINET. THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. suite 1203, Lock Box 30 Fox (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 TOTAL LOAD,AMPS = 22.3 aHEET QATE E5 W � w W � � <C JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION 05� 21-07 2 COORDINATION 4 08-16-07 QnFNTS TOTAL LOAD ��` ..1i-(>� 02-16-2007 TOTAL LOAD, KVA = 8,0 THE SEAL APR G ON THIS DOCUMENT WAS AUTHORISED BY $HUJI OKUDA, P.E. 54327 ON NEC DESIGN AMPS = 27.9 AUGUST 16, 2007 _ UENEKAL NU I E5: 1. PROVIDE MARLIN CIRCUIT BREAKER MODULE FOR CONNECTION TO EMERGENCY EGRESS AND EXIT LIGHTS ON CIRCUIT 21, 2. PROVIDE SEPARATE NEUTRAL FOR EACH CIRCUIT TO DIMMER CABINET. THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. suite 1203, Lock Box 30 Fox (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 TOTAL LOAD,AMPS = 22.3 aHEET QATE E5 JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION 05� 21-07 2 COORDINATION 4 08-16-07 QnFNTS TOTAL LOAD ��` ..1i-(>� 02-16-2007 TOTAL LOAD, KVA = 8,0 THE SEAL APR G ON THIS DOCUMENT WAS AUTHORISED BY $HUJI OKUDA, P.E. 54327 ON NEC DESIGN AMPS = 27.9 AUGUST 16, 2007 _ UENEKAL NU I E5: 1. PROVIDE MARLIN CIRCUIT BREAKER MODULE FOR CONNECTION TO EMERGENCY EGRESS AND EXIT LIGHTS ON CIRCUIT 21, 2. PROVIDE SEPARATE NEUTRAL FOR EACH CIRCUIT TO DIMMER CABINET. THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON AUGUST 16, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. suite 1203, Lock Box 30 Fox (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 TOTAL LOAD,AMPS = 22.3 aHEET QATE E5 0 1 2 3 4 59'r- 6r , .{ P11 '4 28'-7�' 29'-8j" I I,�--3 " 2 f ,!� 27'-4" 2,_4j' 16'-9j" 7j" 14 -3114 -3 14 -91114 -10il I 4 4 3 4 37 4� 1 3 4 3 -2 5 -6 114 -3 1'-0" I 18 -34 I 5 -6 ll * I 4 4 I ----I----- — t -� j I /---------- / I I N 4rr 1p I 4'-O" 8'-4 " 5'-3„ \11 6/24„0 i r-- L I I I I \12„0/24,r � � � 12"0/24"0 k,r�'-y'----- --I---------�.� ' so /24'� N F11 ' 12"0/24" 0 I I � 12 12"0/24"0 I 12"0/24"0 I �Q I 12„ 0/24» 0 1 I � d - - 2 1 - cn (TYP) � cn ,. \ I U)\ I \ O� I I CJ Lo I M ,� � 12 tb/24 D :2cn � N ( � cn ;�� IF U3 lb 1/S3 \ T \ \ \ - - - - ' — — — — — — — — — — — — — — — — — - — — — — — — — — -- — — — — — — — — — — — — — — — — Sim 1 ; r,�/36,.� , .\ _ 18»0/36„� - — — — — — — — „ — — — — — — — — — — — — — Tp 95'-0" 95'-0" 95'-0 �� " 95'-0" 95'_ 1 12 sb/24 D � I � 95'-0" 8/S5 I I ' SIM cO i � 9 /S3 0 ' °° I I o SLAB BLOCKOUT /I REF. ARCH. FOR �' SIZE & LOC. / \I 18"0/36"O I I p0 n I I ;K i I �O I co f1w co o _ N 3/S3 I #®XRE-ENTRANT / 12"0/24"0 I � N I ( I �� � �` Sim � TYP) ) _ , 6/ 8/S3LJ - �s SIM 3 _0' l \1/=� \ 2/S3 (TYP) B - - - - - - - - - - - - - I o-- 7 95'-6" I I / 1 - - - - - - - —i ° 12"0/24"000 1 d Lo ' I I m 8/S3 3 1n 4/S3 I C!, 9/S3 II j ) I I �O00 °�F\ I I I �+o Gp�J I II 98'-0" 12' 0/24" 0 960-6" - - - - - - - - - - - - - - 0 1/S3 �\ I ao N � I � ,'� I 96'-0" I i FIN FLR ELEV = (VARIES 1 ( DATUM ELEV = REF CIVIL 5" CONCRETE SLAB -ON -GRADE 1 REINFORCED w/ #3 BARS AT 1 1 o r I » 0 9/S3 N 0 r �,,o 3/S3 1 00 FIN FLR ELEV = 100'-0" "0 y ! 12$10/24 18"o/36" o ,N i DATUM ELEV = REF CIVIL / \ 3 `j 5" CONCRETE SLAB -ON -GRADE ! !. �_ _ _ _ _ _ _ _ v-0 _' _ /�3 _ _ _ - N I REINFORCED w/ #3 BARS AT I 18" OC EACH WAY ON 10 MIL �. I MIN VAPOR BARRIER. I I I 9/S3 0 / N I I I ICA ppo Ib ( G 12"0/24"0 1 F l I L i o 3/S3 I — 6r_1 „ 10'-2,j„ 4,_8 „ \1 I I I '00 O iI _ ' i� CV N wm I CJ I - 1 , � I `° (TYP) ( 18"0/36" 0 I I I 7�-� - - - - -1 - /I �- - - - - - - - 01 10/S3 N O 1g o/oco--------------- —— — — — — — — — — — — — — — — — — --- V) 00 �_ \97 -6 � ,r _I ---- -/ - - - - - - - - - - _ 1 -----------/ -�_ - - - - - - - - - - H - N �N - - --- I M - / / t�4" _yam, �- --- ---- - - -�- -�h H \ ^ i i -- % _ CITY OF GRAP E"ff.,. . ILo I 11" 6'_q°' 3'_2 I SHAFT DIA. BELL DIA. :, 1 ,q " L E A S E D - 18,. 0 (INT.) 42„4 (INT.) '� 18" 0 (EXT.) 54"O(EXT.) r 13'-10" 15 -5 15 -0 12 -4 TYP. U.O.N. TYP. U.O.N. `a N S T R U C T i N TOP OF PIER ELEV. SHEET OF 8 2h3 -7 27 -4 / = 99 -4 (INT.) , r';'«. DOES NOT AUTHORIZE MYVI0=IINCONGLIC I \ - r : I•; 'HE BUILDING CODE OR ZONING ORDINANCE 29'-w3j" 12'-5�" 3'-5T�" I \ / TYP. U.O.N. 1"HIS PLAN TO 6E KEPT ON �' „ f cU 59 �-10� \ � _s THEJ4 At ALL TIMES�i- r in ATE el ,;FUE:ASE DOES IfOT APB"' �,:C`.TION EASEMENTS OP 0.5 1 2 3 ALL CHANO.. PIER KEY ::.','�°• FOUNDATION PLAN 1 SCALE: 1 /4"=1'-O" 1* Lo LLI a uu uj ce I JOB NO. 0619 REVISIONS NO, DATE DESCRIPTI FOR PERMIT, 02-20- 0 REVISION 1 04.-27- 0 REVISION 2 05-18- 0 REVISION 3 0�-30- l _ 1 � DATE 02-20-07 SHEET ... L ..................:.... .. 92695 .'`u�i 1c ENS�'�G��A� / �k 0NAL sill'/ N0.06205 HUNT & JOINER, INC. CONSULTING ENGINWS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fox: 214.760.7050 .. a ti j i NOTE: MTL. STUD NOT SHOWN 8$" 8" FOR CLARITY �I'-4op A 8" = CL COLUMN & PIER 0 SIM I VENEER REF ARCH WHEN REQ'D VENEER1 i I STL. COLUMN REF. ARCH. --- i I i / REF. PLAN / I I BASE PL REF. 1 �' NON —SHRINK I i / 2/S5 GROUT 1 REF. 1 /S5 PAVING / i I i / CONC. SLAB REF. CIVIL I 1 / REF. PLAN FOR REINF. F.F. ELEV. REF. PLAN r _� I I • • LINE OF GRADE w J !I — BEAM BEYOND XCL 2—#4 CONT. TOP & 0 I BOT. w/ 4—#4 TIES EQ. SPA. N GRADE BEAM REINF. REF. 3/S3 �-12" STD. VOID BOX w/ RETAINER BOARDS (REF. GEOTECH.) — \\— EXTEND PIER REINF. 4—#6x4'—O" I FULL HEIGHT INTO DOWELS ® EA. i BEAM & PIER CAP PIER LOCATION DOUBLE TIES AT i TOP (TYP.) 0 00 VERT. REINF. REF. SCHED. 3" CLR. , �t #3 HOOP --TIES 12" O.C. (TYP.) REINFORCING SCHEDULE 12" 0 4—#6 18" o 5—#6 I I BEARING STRATUM PER GEOTECHNICAL REPORT i 555 REF. PLAN NOTES: 1. DEPTH OF PIER IS FOR BID PURPOSES ONLY. COORDINATE WITH GRADING PLAN AND GEOTECHNICAL REPORT. 2. PIER CASINGS MAY BE REQUIRED. REFER TO THE GEOTECHNICAL REPORT. CONTRACTOR SHALL PROVIDE AN ADD PRICE PER FOOT OF CASING LENGTH. 1 SCALE: 3/4"=1'—O" (TYP. U.O.N.) 9 CL COLUMN & PIER REF. 2/S5 FOR BASE i i1.'_STL. COLUMN PL, ANCHOR BOLTS, I REF. PLAN AND NON -SHRINK GROUT i I i REF. 1 /S5 FOR LI: z REF. 1 /S3 i I i DETAOIND POUR wo: F.F. ELEV. REF. PLAN T.O. PIER CONC. REF. PLAN PIER REF. 1 /S3 I I I I VENER REFS ARCH. PAVING REF CIVIL / I/ ' s • s W ,Q 0 Z It / II I II II I II 111 I II II I II I DOWELS #4 ® i 3-#7 CONT. TOP & w 12 O.0 1 BOT. w/ #3 TIES X FACE OF GRADE 10" O.C. > BEAM BEYOND #4 CONT. TOP & BOT. 4j" 1'-0" / 'o' VENEER / REF. ARCH. j PAVING REF CIVIL I (REF. CIVIL PAVING REF. CIVIL ® SIM) j (REF 7/S3 ®SIM.) i REF. 1 /S3 Z --- --__� / U- �-z s e . w a , FIN. FLR. °° / �+ n—__—_-a i . w' J REF. PLAN I I I I Jill I III I I I o' % n DOWELS #4 ® i 3-#7 CONT. TOP & 4I I i l 1 11 11 1 11 1 i l z V) 12 O.0 I #4x2'-0" DOWELS--/ w I BOT. w/ #3 TIES @(If w » ® 18 O.C. AT 3-#7 TOP & BOT. & Q FACE OF GRADE i 10 O.C. MID -DEPTH OF SLAB #3 STIRRUPS, 6 ® 10" of > BEAM BEYOND �; (3 MIN. PER OPENING) O.C.. N T.O. PIER #4 CONT. TOP `� & BOT. REF. PLAN 4$„ 1 #-0» 1,-0„ (2) (3) O (5) 6%6" WOOD COLUMN - r// VENEER REF. ARCH. a PAVING X / REF CIVIL o ° / SLOPE" PER FT 00 DOWELS #4 ®� i 3-#5 CONT. TOP & w 12 O.0 » 1,_0, BOT. w/ #3 TIES Q FACE OF GRADE 10" O.C. > BEAM BEYOND i #4 CONT. TOP — 4-#6x4'-O" & BOT. DOWELS ® EA. PIER LOCATION �— CONC. PIER REF. PLAN VENEER �VENEER REF. ARCH. REF. ARCH. % j (NOT @ SIM.) CONC. SLAB REF. PLAN FOR REINF. w J 1111111i1111i11111i111111 DOWELS #4 ® 3-#7 CONT. TOP & w 12" O.0 i BOT. w/ #3 TIES FACE OF GRADE 10" O.C. BEAM BEYOND - i #4 CONT. TOP & BOT. />q- 591491,-0" /@ 12"DRILL & EPDXY / 6" DOWELS 12" O.C. 8" #3 @ 18"O. C. E. W. o . o • co 6" c���� v ' 01 2 #4 DOWELS -0 0 #4 ®12" 0.077-�� HORZ. 012" O.C. I #4 @ 12" O.C. w `- VERT. - �- 4-#5x4'-O" DOWELS ■ CONC. PAVING NOTE REF. CIVIL 1. COORDINATE TOP OF PIER ELEV w/ CIVIL. PROVIDE ----- 0 Z. 1'-0" MIN COVER (TYP.) O Z63 TYP. = VENEER VENEER / / VENEER REF. ARCH. REF. ARCH. / GROUT FILL REF. ARCH. /�— cr_/:... ` ;;: / VOID SPACE (NOT SIM.) PAVING CONC. SLAB Lj REF CIVIL �.:..'••; .;..:� REF. PLAN FOR REINF. SLOPE PER FT --- I • s a s Q I I I I IT—[ I I I di ��- 00 III —III DOWELS #4 ® i 3-#7 CONT. TOP & Ld DOWELS #4 ®�� i 3-#5 CONT. TOP & 12" 0.0 I BOT. w/ #3 TIES ® Q w 12 O.0 » III 1._0.. BOT. w/ #3 TIES ® i 10" O.C. > a FACE OF GRADE —� 10" O.C. FACE OF GRADE 1 BEAM BEYOND a D > BEAM BEYOND / I #4 CONT. TOP #4 CONT. TOP & BOT. & BOT. _ XX 4$„ 1,-0,. / ' CONC. SLAB REF. PLAN FOR REINF. FIN. FLR. e . eL L-Lw ' Q% REF. PLAN 1111111LIIIIIL11� 4LIIIIlI1-IT 111Ii1 z_ w 3-#7 TOP & BOT. & CK _ #3 STIRRUPS, 6 @ 10" 1 0. C.. N �• T.O. PIER REF. PLAN �O J O10 s CONC. PIER f -REF. PLAN RAMP, DETAIL CLICURB h,RL*FNR EQ.�,, E(I. 1—#4 CONT. L DRILL & EPDXY #4xO'-8" DOWELS @ 18" O.C. (4" MIN. EMBED.) uj OPTION 2 CONC. SLAB REINF. w/ #3 ® 18" 0. C. E. W. CLICURB .REF. , "NRFli EQ. U. 1—#4 CONT. #4x1'�2" DOWELSILL oL� v @ 18 O.C. 0'-7" w cr + Q OPTION 1 CONC. SLAB REINF. w/ #3 ® 18" 0. C. E. W. NOTE: THESE DETAILS ARE ACCEPTABLE ONLY @ INT. CURBS AND SHALL NOT BE USED @ EXT. WALL CURBS. O INT. WALL CURB M N N N X W O W � J w w � C W OC > rn Q d U W � � Q Mn Mn g TZ 1 d• W FL w W Lu 0 Z WLLJ DC E.L � JOB NO. 0619 REVISIONS NO, DATE DESCRIPTI FOR PERMIT 02-20- 0 REVISI❑N 1 04-27- 0 REVISION 2 05-18-( 0 REVISI❑N 3 05-30- DATE 02-20-07 SHEET S3 UpHU N0.06205 NT & JOINER. INC. CONSULTING ENGWEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 i .,M `kl�" mom= mmmm �..... mmm. PI CO:NEC ION — 0 WATER SERVICE REFER TO CIVIL DRAWINGS 4" SLEEVE FOR iGAS M SERVICE VERIFY EXACT LOCATION . ' tl II GAS SERVICE BY GAS COMPANY I PAID FOR BY CONTRACTOR --11 \0 CO dJ�J « LZ X3 G�Z DIRECT BURY b" A I DETECTOR E ECTOR CHECKVAL1� LOW PRESSURE GAS I METE? RATFD AT 1, .4 CPH I f " DOMESTIC ATER SERVICE FIRE DEPT :ONNECTION --� i i6'F+R S ICE INR1'ERGEP ..... ..... ...�. I ..."' ...� ".. -..� ..... ..... ...,. ...,,� TWO -WAY -CO • TELEPHONE pgARD 5/8' BY-PASS t " 0 V NEW CONNECTION TO EXISTING PIPING. METER # GRADE I 4 5D 2' V CONTRACTOR SHALL V RIFY EXACT LOCATION, ,i 2" CW RISER — ' - SIZE AND ELEVATION OF EXISTING PIPING. FIRE RISER WIT14 DOUBLE �+ 2 DETECTOR CHECK TO r I, BE SIZED BY FIRE CEO - 4' 55 1 PROTECTION CONTRACTOR — --------------— -- 4' 55 �':-- --�-- --- T — I TWO -WAY -Co L I- —1 --E-------E- ----1 t 1 4"SQ 3 m uJ ► -- I `` i�� METER AND DISCONNECT 6SD o n n o n l ll m - I {--- -- E---— — — — — - E — — — — — -- \ I 5 L N NEW CONNECTION lel CO 4" 55 f A e01SITE PLAN — MECHANICAL AND ELECTRICAL SCALE: ze-o_, NOTES BY SYMBOL OEXISTING (2) 4" SCHEDULE 40 CONDUITS FOR UNDERGROUND TELEPNONE/CABLE SERVICE. VERIFY EXACT LOCATION AND TERMINATION POINT AT BUILDING PAD SITE. COCONNECT TO EXISTING (2) 4' TELEPHONE/CABLE SERVICE CONDUITS AND EXTEND INTO BUILDING TO TELEPHONE BOARD WITH (2) 4" SCHEDULE 40 PVC CONDUITS. O3 EXISTING (4) 4' EMPTY ELECTRIC SERVICE CONDUITS TO BUILDING PAD. VERIFY EXACT TERMINATION POINT AT SITE. CONNECT TO EXISTING (4) 4' ELECTRIC SERVICE CONDUITS AT TERMINATION POINT AND EXTEND TO NEW METER/DISCONNECT. REFER RI5ER ELECTRICAL RISER DIAGRAM ON SHEET E4. EXISTING POWER COMPANY PAD MOUNTED TRANSFORMER. VERIFY LOCATOIN. SPECIAL NOTES: _ A. COORDINATE ALL SERVICE REQUIREMENTS WITH UTILITY COMPANIES AND INCLUDE ALL WORK REQUIRED IN BID. B. UTILITY INFORMATION 15 SHOWN APPROXIMATELY, CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND SITE CONDITIONS PRIOR TO BID/CONSTRUCTION. GENERAL CONTRACTORS 514ALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. A5 INDICATED ON DRAWINGS 15 SHOWN WITHOUT C. KNOWLEDGE OF UNDERGROUND UTILITIES ON T1415 PARTICULAR SITE. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH OR HAZARD. ALL UTILITIES ARE DIAGRAMMITCALLY SHOWN. REFER TO CIVIL DRAWINGS AND VERIFY EXACT D. LOCATION OF ALL UTILITIES WITH UTILITY COMPANIES. FOR WORK UNDER T14I5 DIVISION, ELECTRICAL CONTRACTOR SHALL CONTACT ALL UTILITIES FOR E. VERIFICATION AND IDENTIFICATION OF ALL UNDERGROUND RUNS, PRIOR TO SITE TRENCHING ("CALL BEFORE YOU DIG".) FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SMALL PERFORM ALL WORK IN F. STRICT ACCORDANCE WIT14 THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (NFPA 70), AND THE LIFE SAFETY CODE (NFPA 101), AS ADOPTED AND/OR AMENDED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. FOR WORK UNDER T14I5 DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD G. VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (I.E. ELECTRICAL, TELEPHONE, ETC.), AS RELATED TO THIS JOB, OR THEREBY EFFECTED. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SMALL COORDINATE AND FIELD M VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (i.e. ELECTRICAL, TELEPHONE, ETC.), AS RELATED TO T14I5 JOB, OR THEREBY EFFECTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITIES AND VERIFY ALL 1, REQUIREMENTS WITH THE UTILITIES PRIOR TO BID. IN ANY CASE, CONTRACTOR 514ALL PAY FOR ALL UTILITIES RELATED EXPENSES. J. REFER TO CIVIL DRAWINGS FOR TRENCHING AND EASEMENT REQUIREMENTS. K. EMPTY CONDUIT SHALL BE CAPPED AT EACH END. L. PROVIDE PULL STRING IN EACH EMPTY CONDUIT. WHEN THE WORD "PROVIDE" 15 USED, IT MEANS THAT THE ELECTRICAL CONTRACTOR SMALL M. FURNISH, INSTALL AND MAKE FINAL CONNECTION TO EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECS. AND RECOMMENDATIONS" UNLE55 OTHERWISE NOTED. N. CONTRACTOR SMALL PROVIDE LARGE RADIUS 90 DEGREE SWEEPING BENDS FOR U.G. CONDUITS PER UTILITY CO. SPECS. AND REQUIREMENTS. ALL MEP WORK DONE UNDER THIS CONTRACT SMALL COMPLY WITH APPLICABLE PROVISIONS t O' REQUIREMENTS OF THE STANDARD CODES, THE NEC k LOCAL ORDINANCES. P. ALL EXTERIOR MOUNTED EQUIPMENT 514ALL BE WEATHERPROOF TYPE. Q- ALL EXTERIOR ELECTRICAL OUTLETS SMALL BE WEATHERPROOF GFI TYPE. R. COORDINATE INSTALLATION WITH CIVIL ON ELECTRICAL PRIMARY, TEL. AND CABLE T.V. S. COORDINATE EXACT LOCATION OF PAD MOUNTED TRANSFORMER WITH UTILITY CO. r M N N F— ry g w (� w U o� W 00 77 o w U � Q v _W N Z .t O d- cn cn < W x 0_ � W W � z (.,n w W n � Q LL. � C� JOB N0.061 q REVISIONS NO. DATE DESCRIPTION 1 06/05/07 FIRE LINE 3 05/25/07 GAS LINE SHUJ �••IKU ODA+•� .......SHUJ..... 0. .......� 54327 .h S1C •i►i - N L s-Zs -0-1 . DATE 02-16-2007 T14E SEAL A ING ON T14I5 DOCUMENT WAS AUTHORIZED BY SHEET SHUJI OKUDA, P.E. 54327 ON MAY 25, 2007 MEP1 THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHW1 OKUDA P.E. JU327 ON MAY 25, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite, 1203, Lock Box 30 Fax (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 It PLUMBING LEGEND 01. 1/2' C.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2' N.W., EL. 14' A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 04. 1 1/2" WASTE, EL. 16" A.F.F., B.T.C. ON NAND SINK DRAIN. 05. 1/2" N.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM 1 POT SINK UNIT. 07. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, AND DUMP SINK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. 09. 3/4" 140 DEGREE N.W., EL. t4" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" H.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT). 11. 1/2" C.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 12. 1/2" H.W., EL. 16" A,F.F., B.T.C. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN TABLE SPLASH. 13. 2" OPEN -SITE NUB DRAIN, S.U. 2' A.F.F., (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL T14I5 SHEET). 14. NAT. GAS, 220,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 240 A.F.F., B.T.C. ON PIZZA OVEN. 15. 10' I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 16, 4" HUB DRAIN, EL. q" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL THIS SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BIN. 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 18. 3/4" C.W., EL. 7'-0" A.F.F., B.T.C., THROUGH WALL MOUNTED FILTRATION UNIT, ON ICE MAKER HEAD. 19. 1/2" C.W., EL. 6'-0" A.F.F,, B.T.C. ON SODA SYSTEM CARBONATORS THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/211 B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.P.G. VALVE. 21. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22. 1/2" C.W., EL. 12" A.F.F., B.T.C. ON SODA SYSTEM WATER DISP'R. 23. 1/2" C.W., EL. 24" A.F.F., B.T.C. ON COFFEE 4 TEA BREWER. 24. FLOOR SINK, SET FLUSH WITH FIN1514ED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT, GA10,000 B.T,U,, 3/4" N.P.T. CONN., D.F.A., TO 240 A.F.F., B.T.C. ON PIZZA OVEN, 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2" N.W., 5.U. 4" A.F.F,, B.T.G. ON DIPPER WELL DRIP FAUCET. 29. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. 30. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD 4 ICE WELL. 31. 1/2' N.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 32. 1/2" G.W., EL. 10' A.F.F., STUB -OUT BAR DIE WALL, B.T.G. ON HAND SINK FAUCET. 33. 2' OPEN -SITE NUB DRAIN, 5.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LINE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, BAR TOP DRAINER PAN, HAND SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE N.W,, EL. 1011 A.F,F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. 36. 1/2" G.W., S.U. 4' A.F.F., B.T.C. ON HAND SINK FAUCET. 37. 1/2" N.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 38. 2' OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD 4 ICE BIN. TEXAS ENERGY CODE COMPLIANCE CONTRACTOR SHALL PROVIDE HEAT TRAPS ON VERTICAL PIPE RISERS TO WATER HEATER STORAGE TANKS SERVING NON - RECIRCULATING HOT WATER SYSTEM. INSTALL HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING. HEAT TRAPS SHALL BE INSTALLED AS CLOSE AS PRACTICAL TO THE STORAG CONTRACTOR SHALL PROVIDE AUTOMATIC TIME SWITCH ON DOMESTIC HOT WATER RECIRCULATION PUMP, AUTOMATIC TIME SWITCH SHALL BE SET TO SWITCH OFF THE RECIRCULATION SYSTEM DURING EXTENDED PERIODS WHEN HOT WATER IS NOT REQUIRED. CONTRACTOR SHALL INSULATE HOT WATER PIPING SMALLER THAN 1 1I2" WITH 1/2" INSULATION, AND HOT WATER PIPING 1 1/2" AND LARGER WITH 1" THICK INSULATION. CONTRACTOR SHALL PROVIDE A THERMOSTATIC MIXINGVALVE ON THE HOT WATER SUPPLY PIPE SERVING PUBLIC RESTROOM ATU 110 DEGREES. OR A MAXIMUM TEMPERATURE OF LAVATORIES. THERMOSTATIC MIXING VALVE SHALL BE SET f LA EACH RESTROOM SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE SIMILAR TO ARMSTRONG RADA 215 FIRE PROTECTION (ENTIRE BUILDING) CONTRACTOR SHALL PROVIDE A COMPLETE WET TYPE FIRE PROTECTION SYSTEM FOR THE ENTIRE BUILDING CONTRACTOR SHALL SUBMIT FIRE SPRINKLER DRAWINGS AND INFORMATION TO STATE AND LOCAL AUTHORITIES AND RECEIVE APPROVAL PRIOR TO SUBMITTING TO ARCHITECT/ ENGINEER AND SYSTEM INSTALLATION FIRE SPRINKLER SYSTEM SHALL COMPLY WITH STATE BOARD OF INSURANCE, NFPA STANDARDS AND LOCAL FIRE CHIEF OR FIRE MARSHAL REGARDING DESIGN, MATERIALS AND INSTALLATION. REFER TO MECHANICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE FOR ADDITIONAL REQUIREMENTS REQUIRED BY OWNER'S INSURANCE CARRIER AND INFORMATION REGARDING REQUIREMENTS. CONTRACTOR SHALL CONTACT ARCHITECT FOR INFORMATION REGARDING OWNER'S REPRESENTATIVE. ADAITAS PLUMBING FIXTURES CONTRACTOR SHALL VERIFY ADAITAS PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS WITH FINAL ARCHITECTURAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ADA/TAS APPROVED PLUMBING FIXTURES SHOWN ON THE FINAL ARCHITECTURAL CONSTRUCTION CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNT HEIGHTS AND SPECIAL MOUNTING INSTRUCTION AND LIMITATIONS. CONTRACTOR SHALL INSTALL ADAITAS APPROVED PLUMBING FIXTURES TO COMPLY THE LATEST VERSIONS OF THE ADA AND TEXAS ACCESSIBILITY STANDARDS CODES. SPECIAL NOTE EACH LAVATORY AND HAND SINK SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE TO LIMIT FAUCET WATER TEMPERATURE TO 110 DEGREES THERMOSTATIC MIXING VALVE SHALL BE SIMILAR TO ARMSTRONG RADA MODEL NUMBER 215. T14ERMOSTATIC MIXING VALE (MV-1) Q 6" FIRE 5°RVICE GP -I P3 1 1/2' GAS UPI TO ROOF J Z" St7AE =A II CHECK VALVE (TYPICAL) I FIREH DOUBLEIDETECTOR 3' PVC EXHAND AIR `'CNECTO BE SrZED BY FIRE INTAKE UP T14"GH ROOF c", PROTNTRACTOI I 2 1/2 GAS UP TO ROOF II. _ LOW PRESSURE GAS METER 2" CW RISER N RATED AT 11254 CFN � � -._..� • NFWH AT 16 30 REDUCED PRESSURE I ABOVE RAMP �/, �r I FIRE DEPARTMENT CONNECTION r `! TRAP PRIMER E3ACKFLC>NI PREVENTER CONTRACTOR SHALL DROP WATER LIN 5ERVIN 161 CHEI 1/2" law ON \ PER fITY STANDARDS I I C 1/2" CW ON ROUTE GAS PIPE EQUIPMENT ON WALL AWAY FROM ELEC 14 P ELS, T I C GAS COCK-TYP. U" WALL AND ---.c ' ••, , I v 1/2' GA5 UNION-TYP. J& 19 `I 1/2" CW ON -- 'o 1/2" CW ON 01 02 1/2" NW ON, SERVICE BY GA5 COMPANY IN HW PAID FOR BY CONTRACTOR-\ S ' REFER TO SITE PLAN SHEET MEPI FOR CONT. --7­1 A T I_FG tYP - - -`J DIMMER PANEL 'D' ' I I ._,.m .. _ ..._..._...._ .._. y _ _ ...... _:... I/2" GAS , ',.- •_._. - . _... __ _..._ - ,` .. r- :_..._. .._...,.. __.. _ ::..._...._. - I - ! :...._. ' _4-JHW - T U - C RACTOR SHALL DROP WATER LINES SERVING' L --- -- --------J ' 4" HW ON ,n 01 3/4' CW QY 01 ems-- I RH RH i \ I _ -� KITC EQUIPMENT ON WALL BETWEEN T`RICAL 02 "z� PA 5, TO ROUGH -IN LOCATION. M CW ON _ ! 1 � ~- ? ,... . ,, - <. 3 � I/2 SAS ON FAN W/WATER MISTER ; •1 4 CW ON 01 " ` .� • _ �- • t 1--- _ i l �l l>NI i 1/2 4W ON LX" GW � ti • 0Z / 1 /2"� E ; i ,!i 1^ r--�-1/2' CW ON " HW DN I - � _ _ ...1�2 NNW ON �� I 3/4 CW FI R EW OO D z r~ s' *� -- 1 1/4, dw i 3/ 5 I � , g�HW i - IN GAS 03 � '_a_ I"� � 3�" FD WITH r� %f ' �-- I V7" CI TORAGE " I i (03 4 RECIRG -- \ 12 TRAP PRIMER �I i' I/2 GAS ON i N f• d/4' HW ' �' -7 - 0 1 t i •GW t�� I L H ice. \� ) 2' CW iY �/ i✓L - jjal 1.4W / l / " HI� /�' 1 I/2" A5 1. . �' • � I � ✓ � 3" FD WITH G .- " ON � ON I I , P PRIMERin\ 18 .L y ' T ' " I' \4 ` I F I Ir ., I ! , 21/2 GA 1 i,-.-- - - -- - - ,- - - -�� _L I i I � u G �`\� CW DN 1J ., 6 3/4 GAS " TO TRAP PRIMER 4 I G II II T II. 1 1/2 HW j _ I I •.,` �-/ _ _,LINE UP THROU-��... -� ••_ - r•W DN - E3 ' ' _ I _ _ - _ - 2" GA5-; I - , - _ - I Ri70F TYPCC;A : r- - i_ II I t` \ ( { WIC I � ' I i '"f ' ' • �\ 10 GAS u u -/ ` : ,I `.�_ r -i r - I l' ' _I -,-I' _" - ) I ��-.-.._-_-_-_.�_� I 1" GAS •J 1 1/2■ H14-tW"` " '] N i- ? \y I' NW ON I i/2 GAS ( 1/2 NW ON FAN W/WATER MISTER 1 1/4' GAS ram` \ 1/2" CW ON I. ✓ 1/2" GAS ON " ww D I - P LA COOKING _ _ _-...,.._ .__ ...._. '^`'�:• - _.,._ _ v',:.: - - - - ::;.;__ ., W., m-�� ...._ �- - 36 37 4 - L---------- P •• i i i- i' i k--1 �'i i ( G S 'I PE t�P T14RU ROOF I I { •• r I I I I; I I Ir I 14 I I I F�-A -PER A}RC�I:- . AIL�4 i _ I I _ I ,,; -- �. �,: _._._..__,_.._. _ I err I. _..-• ._....,.. • r�,a xa - ;€.........._.,::, j '`'" ,,34 1.RUN UNDERJ4W _- Fji4MING I ��" 1 I/4" GAS UP THROUGH ROOF 125 --- - - -- - I `� 3/A" cw 30101 t: -v ( !::=::_'. I ' t >�''I N I ; S ' i,.-_. ! .� } 1/2' GAS ON i I III_ _ _ _._ __ _- _ _ _ _� __ a'I - __ _ ___ �_ __. _ . ... ' D - } - I I `- I ___ ..::::-- ri i }- _ .._-.__._.._.,__,_._.... i"As ram.:_ l p _ 11 3T4 HIT ___ I ...-- _.......__-- -• _..___ 1 - �- .:v PIPE UP THRU ROOF / N • '' Ilii I i - I r I ----------- GAS---- `---y FLASH PER ARCH. DETAILS 3/4 HW 'l l I = , t .:: -.- _: _:.::::- I" law I __..._._..._,,._..__._......._. i _.,._.........__._................_......_...._ RH Rkl q l l it FAN W/,WATER `y i -� ( __......w.... ... t �; �,'... _.._.__....._.,.._..._...._._. fl TER . , �'• I ''�; I jl I I � •� ! I � , ; ;.. +":' I `- _- ��, u�_ 1/2" CW 35 (� r` Ir' ? 1 '-i IiPATIO 1/4" HW BAR • rl 11-1 w u`i? I I I _ _ _ ....._. __.. T=F.,-_ f=...'_ „'i f r . „'`. I I�....::�:;:...,..: If374 GA5 _ _ _ • • _ _!! _ 'f I I 1/2' GAS ON n f 1 y . I i I: } : N_ ..•.�...- N, •� ....,� i .I i ?..r,,.....,......._ ,....a i - ' _.:1/� "'GA5' DINI NOTE O .....___._.. __... I L _ _ - '...._..�� '`-t:...,�__-;] Ire _., ".j L.,..:-...�..' ;-...._`�-.._'-' r----•-_.._........._...__...._.,.._. I �; i:.:__.____.___._._...._..___ 'r, l 1 CONTRACTOR SHALL INSTALL OWNER FURNISHED WATEF� - € I 32 MISTER SYSTEM FROM MISTER.PUMP LOCATED IN I/2_._.CaA5 31 t__._:� .. MECHANICAL ROOM TO EACH MISTER FAN ON PATIO. CONTRACTOR SHALL INSTALL ALL FITTINGS, PIPING AND r __..._._ EQUIPMENT ASSO IATED WITH OWNER SUPPLIED MISTER { I SYSTEM. CONTR CTOR SHALL PROVIQE ALL NECESSARY-""- _71=f5 - _--f� _._ �� .___._.r- ,_,..._ _._._ :. _ ._._ j _._ _, r. ___. .� r__ _NGIF EC: N0'1I�RZS�{�;G+ED BY OWNER TO ' I _'''IN4. r' I I F., i I GAS PIPING ON ROOF UNLESS OTHERWISE NOTED GAS PIPING SHALL BE INSTALLED ON ROOF CONTRACTOR SHALL PROVIDE ROOF PIPE SUPPORT ON 19-0' CENTERS, EACH CHANGE IN DIRECTION, EACH ROOF TOP UNIT AND EACH ROOF PENETRATION. REFER TO GAS PIPE SUPPORT DETAIL FOR MORE INFORMATION. CONTRACTOR SHALL PROVIDE OFFSETS AND/OR LOOPS FOR PIPE EXPANSION AND CONTRACTION GAS SERVICE NOTE CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY REPRESENTATIVE TO COORDINATE AND PAY FOR GAS SERVICE AND METER INSTALLATION. CONTRACTOR SHALL PAY ALL FEES, PERMITS AND CHARGES ASSOCIATED WITH THE INSTALLATION OF BOTH THE GAS SERVICE AND METER. , ? M�ICE A C MPL FILLY OPERATIONAL MISTER SYSTEM. } i I i 9 j ►: , I .fi GAS . I ON , --E1 �_ - .- __ - -- -- - -- - -- e - - _ _ 1/2'-GA5 _ _ - - - __ r _ i ; - - F ------------- Uj FAN W/WATER MISTER - � ' 1i.. _...�_,f ' 1 'n....__,.! � �•t....__....1' I ._.._......t'� I-t ..�_ rj ,�:._.._. ?'I _,.. _.�� �� ...-..._,.-f•� �,..-_.rr E......,_-.._..._..._.__..._.-......_.-.-_.....� I ..- _ _ I DINING l - I WAITING ENTRY -•--.-.-.-.-.-. -_ f 1 1 � I I I i I I I I I .2 3� o, FLOOR PLAN - WATER AND GAS Jt6 OF SHUJI OKUDA ............................. 54327 THE SEAL ARIN1 ON T14I5 DOCUMENT WAS AUTHORIZED BY 5NUJ1 OKUDA, P.E. 54327 ON MAY 25, 2007 M N N to _ x W (n W (■,) M W Lj c-4 c W � p � W ry W_ � � Z 1* O rt 1* ­) In W W 0 z � w W � � Q c� JOB N0.061 q REVISIONS NO. DATE DE5CR1 PTI 2 05/21/07 OWNERS RE% 3 05/25/07 GAS LINE DATE 02-16-2007 SHEET THE WORK DEPICTED IN THIS REIMION TO THE DRAWINGS IS RELEASED UNDER THE AUTHORITY OF SHWI OKUDA P.E. #54327 ON MAY 25, 2007 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. S)/' ►tr� S Engineering Consultants 2351 W. Northwest Highway Tel (214) 350-6487 Suite 1203. Look Box 30 Fox (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 Y;. NEW COIF NEC'PION - _ a. k 17 NA � ' WATER SERVICE REFER TO CIVIL DRAWINGS Pd I-V I DIRECT BURY 6" DETECTOR CHECK VALVE soomim 5/8" BY-PASS `L METER @ GRADE v V ..._ _. 1 r" j ...i I, l l I Co 1 LOW PRESSURE GAS r`~ ) METER RATFD AT DOMESTIC -- 1,2514 CFH " `,,WATER SERVICE GREASE - --� FIRE DEPT CONNECTION 6" SIR `SE ICE INTERCEP. -' '°'° _ TWO -WAY -CO —magagga — _ -�-• - - 1 TELEPHONE.. BOARD i 4"SD Q, L-- 4" V NEW CONNECTION TO F,CISTING PIPING. - --- l " I 01 ' a 2" V CONTRACTOR SHALL VIRI FY_ EA(ACT ., LOCATION, 1 SIZE AND ELEVATION OF EXISTING PIPING, FIRE RISER WITH DOUBLE;5?� DETECTOR CHECK TO BE SIZED BY FIRE PROTECTION CONTRACTOR JA " I ._.. TWO -WAY -CO J l _F_ - ----- GAS SERVICE BY GAS COMPANY -E-------E- �I ----C PAID FOR BY C TRACTOR rn L' METER AND DISCONNECT � NEW CONNECTION rj Co 411 SS IIII Illl IIII ---- IIII III (4) 4" SLEEVES FOR I I I I I _�_-------- :.�; FUTURE GAS SERV CES IIII IIII IIII IIII IIII IIII IIII <� _,,,,,)SITE PLAN — MECHANICAL AND ELECTRICAL NOTES BY SYMBOL OEXISTING (2) 4" SCHEDULE 40 CONDUITS FOR UNDERGROUND TELEPHONE/GABLE SERVICE. VERIFY EXACT LOCATION AND TERMINATION POINT AT BUILDING PAD SITE. OCONNECT TO EXISTING (2) 4" TELEPHONE/CABLE SERVICE CONDUITS AND EXTEND INTO BUILDING TO TELEPHONE BOARD WITH (2) 4" SCHEDULE 40 PVC CONDUITS. O3 EXISTING (4) 4" EMPTY ELECTRIC SERVICE CONDUITS TO BUILDING PAD. VERIFY EXACT TERMINATION POINT AT SITE. OCONNECT TO EXISTING (4) 4" ELECTRIC SERVICE CONDUITS AT TERMINATION POINT AND EXTEND TO NEW METER/DISCONNECT. REFER RI5ER ELECTRICAL RISER DIAGRAM ON SHEET E4. EXISTING POWER COMPANY PAD MOUNTED TRANSFORMER. VERIFY LOCATOIN. SPECIAL NOTES: A. COORDINATE ALL SERVICE REQUIREMENTS WITH UTILITY COMPANIES AND INCLUDE ALL WORK REQUIRED IN BID. B. UTILITY INFORMATION 15 SHOWN APPROXIMATELY, CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND 51TE CONDITIONS PRIOR TO BID/CONSTRUCTION. GENERAL CONTRACTORS SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALL5, ETC. AS INDICATED ON DRAWINGS IS SHOWN WITHOUT C. KNOWLEDGE OF UNDERGROUND UTILITIES ON THIS PARTICULAR SITE. THE ENGINEER AND OWNER A55UME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH OR HAZARD. ALL UTILITIES ARE DIAGRAMMITCALLY SHOWN. REFER TO CIVIL DRAWINGS AND VERIFY EXACT D LOCATION OF ALL UTILITIES WITH UTILITY COMPANIES. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL CONTACT ALL UTILITIES FOR E. VERIFICATION AND IDENTIFICATION OF ALL UNDERGROUND RUNS, PRIOR TO SITE TRENCHING ("CALL BEFORE YOU DIG".) FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN F. STRICT ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (NFPA 70), AND THE LIFE SAFETY CODE (NFPA 101), AS ADOPTED AND/OR AMENDED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD G. VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (I.E. ELECTRICAL, TELEPHONE, ETC.), AS RELATED TO THIS JOB, OR THEREBY EFFECTED. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD H VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (i.e. ELECTRICAL, TELEPHONE, ETC.), A5 RELATED TO T14I5 JOB, OR THEREBY EFFECTED. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITIES AND VERIFY ALL I, REQUIREMENTS WITH THE UTILITIES PRIOR TO BID. IN ANY CASE, CONTRACTOR SHALL PAY FOR ALL UTILITIES RELATED EXPENSES. J. REFER TO CIVIL DRAWINGS FOR TRENCHING AND EASEMENT REQUIREMENTS. K. EMPTY CONDUIT SHALL BE CAPPED AT EACH END. L. PROVIDE PULL STRING IN EACH EMPTY CONDUIT. WHEN THE WORD "PROVIDE" IS USED, IT MEANS THAT THE ELECTRICAL CONTRACTOR SHALL M. FURNISH, INSTALL AND MAKE FINAL CONNECTION TO EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECS. AND RECOMMENDATIONS" UNLESS OT14ERW15E NOTED. N. CONTRACTOR 514ALL PROVIDE LARGE RADIUS qO DEGREE SWEEPING BENDS FOR U.G. CONDUITS PER UTILITY CO. SPECS. AND REQUIREMENTS. ALL MEP WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH APPLICABLE PROVISIONS 4 0' REQUIREMENTS OF THE STANDARD CODES, THE NEC * LOCAL ORDINANCES. P. ALL EXTERIOR MOUNTED EQUIPMENT SHALL BE WEATHERPROOF TYPE. Q. ALL EXTERIOR ELECTRICAL OUTLETS SHALL BE WEATHERPROOF GFI TYPE. R. COORDINATE INSTALLATION WITH CIVIL ON ELECTRICAL PRIMARY, TEL. AND CABLE T.V. S. COORDINATE EXACT LOCATION OF PAD MOUNTED TRANSFORMER WITH UTILITY CO. CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET OF RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALA. T ES DATE Y BUI IN I SPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR ON PUBLIC RIGHT -OF -WAX P11, CHANGES MUST BE APPROVED. V_ M N In V) a x w H V W V g W („) M W W W Fo = f-- W 0 U o �- _- W ry cr cr <C W_ N Z � et Q W X W W � z � w W n � Q c� JOB N0.061q REVISIONS NO. DATE DESCRIPTION .AL 05/05/07 FIRE LINE Phi ,OF ........................:..../ SHUJI OKUDA 54327 boo,•tA A -�-01 DATE 02-I6-2007 THE SEAL �ANG ON THIS DOCUMENT WAS AUTHORIZED BY SHEET SHUJI OKUDA, P.E. 54327 ON MAY 07, 2007 MEP THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON MAY 07, 2007 2351 W, Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203, Lock Box 30 Fax (214) 350-6497 Dallas. Texas 75M SAI Job No 06062 "OILz I!N :UNPAVED AREAS, INSTALL 2.' 2 x 6" CONCRETE BETE .VALVE PAD FLI�J•�:M W� TH THE TOE' OF ",/AL V', BOX. I�EIr�C� r.)R `E` �'��G [`I-1 #3 BARS ON6,"r CENTTR1S BOTH 'SAYS. PAVING. OR OTHER SURFACE MATERIAL . ` 0.— F IF 'VALVE OPERATfi G NUT IS MORE VALVE, BOX, HEAVEMENT SJ� RI N ,. — 1" .,,,. F'�'r+,a'��C�C EXTENSION STEM TO � � �, ° . '� r� 6 E:L.0W PAVEMENT SURFACE. EXTENSI N S1',M 1`0 HAVELOCKING CKING � . " •, DEVICE OVER RIG)N,AiL. VALVE NUT � I • Ilka POL"YET'HY'LENE. DRAWING PERTAC; S TO ALL GATT VALE SIZS 2" H- RU ��.iw ��; m.;lORQUE BOLTS P'RI R �l € I I ,, ,, .�;P �rtsl..• ' TO BACKFILL•, PART NO. QUANTITY �1 1 EA. 1 EA. 1 EA. DIRECTION OF FLOW . MATERIALS LIST DESCRIPTION 8" FLANGED COUPLING METER ADAPTER 8" DETECTOR CHECK VALVE;NTH , 8" BY—PASS DETER ," 12 D.I. NIPPLE M.J. X F. t7V f DETECTOR CHECK OF ANY SIZE, MAY BE DIRECT BURY. DETECTOR METER IS TO BE AT GLADE IN SAME TYPE BOX AS 6" METER. "' DETECTOR CHECK SERVICE 'I TH ." V E TE N.T.S. f , AW, I. -1, I VALVE BOX/41SER I } ASx.Ilf'1'I„Ew'"' RlII IEIT SEAT "v COPPER � � .V . AN LE �w�k'I�R VALVE VALVE W1 2" OPERA71140 NVT1 COMPRESSION INLET" S.L'OT ILL) HOLES ES j V,[�P, I I Lo.C)' `i COPPER A.0 r F C I� ' C 1- /2 L-IER 4C��P����1'iESSION T'�'r�'C � �-;�" 'CL�A �EC� BEND Sf Ti1NG IrW ATE RMAIN ti , . r., R ,•w.. .�,�„z_,,,.N>,...ri n., n�.e��, ..,i 'r° " " 1 �s \T2'•1`YPE K. COPPER PIPE OR POLYEui01ENk A " USE ONLY' FULL JOINT$ UNDER �I�.�SVtING, TGIF US ��..QCK �^ THRus,r 13LOC NO E 14 USE 2a101F'E AND TAIL F'OR , 8bTF% 4 L — DOI.,aBI E STRAPPED BRONZE SADDLE. 1 —1 /2". AND :2" WATfR SERVICFS ,. L()tATI N OF METER BOX WILL NO S, BE ALLOWED, IN SICYEWALK. ' x �F ��,t,� " � a � .,..� . I"I �� ,� � � . 1 ��°�� OR 1 ¢" k. ,.l N, R4140 I1+I,L.,, GPITi L FiA SE`C IIE.I�fIH 'C'COIC CONCRETE SIDEWALK • 16 MUELLER 14-14255 OR 5-24258 OR APPROVED EQUAL. IN5TA-TITE OR FLARE TYPE W COPPER OR CTS PE POLYETHYLENE SERVICE LINE S BOTTOM OF METER BOX METER BOX TO BE 5A55 4 HAYES 34P14 OR EQUAL, FOR 3/4" AND 0 METERS CA5T IRON LID WATER METER \� o WATER �,�, � R ,� - A ON SCALE: NONE it ITY OF GRAp►Evit c ED FORR"ELEAS Cot4STRUCO".Ot4 �, K IN GONFl-ICT SHEET AU,mORa �1NY WOR RELEASE pOES N p1NG ODE OR ZONING of WITH THE BU N TO 6E K ES T r PLAIN TO TH i" BY o-A-TE ' !N NSPECTION DIVISION 10 E InOES NOT APPLY TO R 6H'TI Or -VOK REIEAS EASEME CHANGE MiUS 48E APPROVEp' A THE SE ARING ON THIS DOCUMENT WAS AUTHORIZED BY 514UJI OKUDA, P.E. 54327 ON MAY 07, 2007 A sys��s THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON MAY 07, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203. Lock Box 30 Fax (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 V_ 14) N in PP_ _ V) a x W LJ J p a LIJ W �"' n W CO rn m U C •- `~ av W L.y W 0 �r Q x W JOB NO.0619 REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET P7 TYPICAL FRENCH WIDTH fad in 10 b,, b: 2-0 1 0 . SECTION X-X N.T.S. X t 1 0 ! I HORIZONTAL THRUST BLOCK AT. PIPE BEND 'PLAN N. T. 56 PIPE JOINT X THRUST - PIPE JOINT REFER TO 'STD. DWG. No. 4040 FOR GENERAL NOTES, STANDARD MAINING.NCL . 401. OA ry A < W THRUST C Li5a j 0 cwn PLAN OF TEE THRUST BLOCK N.T.S. C LU Iv THRUST 06 4L 4.1 y cn PLAN :OF PLUG THRUST BLOCK N.T.S. REFER TO STD. D`WG. No, 4040 FOR GENERAL NOTES. EARTH ROCK 1.t.. THRUST C A VOL. A VOL. (IN,) (TONS) (FT) (FT..). (FT.) MY-) 41,6s8 5. 1 1,5 2-5. 0.3 2,-0 0.2 10,12. 11.3 1.5 3.5 0,6 2..5 0..3 116,18 2.5.5 2.0 5.5. 1..6 4.0 0.9 20 31.5 2.0 6.0 1.9 4,0 0. 9 24 45.2 2.5 7.0 3.1 5.0 1. 53.0 3.0 7.5 4.1 5,5 2.4 .30 36 76.3 4.0 9.0 7.3 6.5 4.2 4 . 2 104.0 4.5 10.5 11.0 7.5 6�.2 48 136.0 5.0 12.0 15.6 8.5 8.7 54 .172.0 5.5 115 21.4 :9.5 1 1A 1 6Q 212. . 0 6.0 15.0. 28:4 1 D..5: 15.7 6.6 257.0 6.5 16.5 36.8 11.5 -20.5 72 305.0, 7.5 17,15 47.2 12.5 27,2 78 358,0 8;-0.. 19-0. 5,8.9. 13 .­5 33.7 84 416.0 8.5 2,0.5 72:.3 14 . .5. ..t.2 I. 4 90 477.0 9.0- .29.0 87,7 15.5. 49.7 1 1 96 543.0 9.5 23.5 1*04,*8, 16.5 61.0 1 HORIZONTAL THRUST BLOCK AT TEES: AND PLUGS 3 A = .1.1 .250 A-- 22-50* I. D. T 1125' 22.50' E EARTH ROCK EARTH ROCK (14.): (IN.) (FT.) (FT.) (FT.) 1, D. G THRUS.T A B VOL. A, BVOL. 1. D. G THRUST A B VOL, A B VOL. 4 15i$ 0.4 1.5 1.5 (IN.) (FT:). (TONS) (FT-) (FT.) (C.Y.) (FTJ (FT.) (C.Y.) (IN.) (FT:) (TONS) (FT-) (FT.) (C-Y.) (FT.) (FT.) :(C.Y.) 10.12 0.5 1.5 1.6 1.2 1 4,6,8 0-4 1.0 1.0 1.5. Q-1 1.0 1.0 0.1 4.6,8 0.8 ZO 1.5 1.5 0.1 1.0 1.0 0.1 16,18 0.6 1.5 1.5 1.6 110.12 0.6 202: 1,5 1.6 0J. 1.0 .51 1.5 . Oil 10,12 1.1 4.4 2.0 1.5 0.5 1.5' 1,5 0.1 20 o.7 1,,5. 1.5, 1'.8 1 16,18 0.8 5.0 2„0 2.5 0: 1 1.5 2.0 0.2. 16,18 1,6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 24 0.9 1.5 1.5 2A 1 20 0.9 6.2 2.0 3.5 0.4 1.5 3.0 :0.3 20 1.:8 12..3 3.5 3.5 Q. 7 2.0 3.0 O.4 30 2.9 1.5 1.9 2.6 1 24 11 8-9. 10 0 5 .5 1.5 �.O 0.3 24 2.2 17 .7 . 4:70 4.5 1.0 3.0 3.5 0.5 36 4.5 1.,.5 2.3 3.3 1 30 1.4 10.4- 3;0 .31.5 . M 2.0 3.5 0.4 30 2.7 20..7 5.0. 4.5. 1.5 3.0 4.0 0:8 42 5.0 1.8 2.6 3.8 1 36 13 15.0 3,5 4-5. 0.9 2.Q 4-0 0.5 36 3.3 2918 5.5 5.�5 .2-3: 4.0 4.0 1:3 4.2 1:.9 20.4 4.5 5,0 1.5 2.5 5.0 0,8 42 18 40.5 :7.0 6. . 0 39 4.5 5.0 2.1 48 5 ' 5 2.0, 3.0 4.3 . 1 .. 1 48 2.2 26.6 4:5 6.0 .2 .0 2:5 6.0 . 1 1.1 4 8 4.4 52.9 8.0 7.0 53 4.5 6.6 .2,8 54 6.0 2.3 3.4 4.8 54 2,5 333 6.-0 6.0 3.0 .3.0 5..0 1.4 54 4.9 67.0 9.0 8.Q 8:Q 6.0 6.0. 4.1. 60 6.5 2-5 5.8 5.3 60 2.7 41.6 6.0 7.0 3.8� 3.0 7.0 1.8 60 5.5 82.7 9.5 9.0 !Q-6 6.0 7.0 5_3 66 6.8 2.8 4.1, 5.7 66 3-0 50.3 645. 8.0. 5.1- 3.5 8 . .0 2.7 66 6.4 100 . . 1 10.:5 MO 14,1 6,5. 8,0 7.2 72 7.5 3..0 4.,5 6.3 72 3.3 59.9 7.5 8.0 6:3 4.0. 81:0 3.3 72 6:6 11.9.1 11.0 14.0 17.6 7.5 8.0 9.1, 78 7.5 3.3 4-'9 63 I 76 16 70.2, B.0' 9.0 8.1 4.0 9.0 3.9 78 7.1 139.8 12.0 12.0 22-51, 8.0 9.0 11.7 .84 810 3.5 5.3 7.2 1 84 3.,8 81.5 8:.5 10.0 10.3 4,-5 10.0 5.3 84 7.6 162.1 13.0 12-5 27.2 8.5 10.0 14.8 90 8.5 18 5.6 7.7 90, 4,1 93.5 .0.5 1:0.�C) 1.2.2: 5. 0 lo..0 6.3 90 8,2, 186.1 14.0 13,5' , 33.7 0.5, 10.0 17.7 96 9.0 4.0 6.0 8.2 96 4.4 106.4 1.0.0 11.0 t5:0 5.0 11.0 7.4 96 .7 211.7 15.0 14.5 :41.*2 10,01 11.0 21.8 HORIZONTAL THRUST BLOCK. AT PIPE BEND DELTA. = 11.25- AND 22.50- STANDARD DRAWING. NO, G R 40108: A = .3b' EARTH ROCK I.Q. G THRUST A B VOL. A B VOL. (14): (FT,). (TONS) (FT.) (FT-) (C.Y.) (FT.) (FT.): (C.Y.) 416.8 1.0 2.6 2.0 1.5 0.2 1,0 1.5 01 10.12 1.5 5.9 2.5 2.5 0.3, 2.0 1.5. 0.2 16,18 2.2 13.2 3.5 4.0 0.8 2.5 3.0 0.4 20. .2.4 16.3 4.15 4:0 1...0 31:0 3..*01 0.5 24 :2.0 23.4 6.0 41.0 1:4 3..5. 3..5: 0.7 3.0 3.6 27..5 6. S. 5..0 t9 3.5 4.0 0,.9 36 4.4 .39.5 7_0 6.0 .31.4 4.51 4.5 1.6 42 5,1 53.8 8..0 7.0 5.1 5.5 i 5.0 2.5 48 5.5 70.3 9.0 $,0 7.4 6.0 rp. o 3.7 5 1 4 6.5 89: . :0 110.0 9.0 1.0.3 7.01 6.5 5.3 60 7.3 110.-0 111.0 10:O 13.0 7-5 1 7.-5: 7.3 6;5 8.0 1349 112.5 *11.0 1.5.9 8.31 8.0 0.5 7.2 8.7 158.2 1 13. 5 1 2.O 24.Q 9,,0 1 9,0 12.3, 78 9.4 185-6 114.5 13.0 .30.0 10.0 1 9.5 15.6 84 10.1 215.3 115.5 14.0 37.1 10.5 110.51 19.5 90 10-9 247.1 115.5 15.0 45,0 11.5 111.0 23,9 96 1 1.ro 281.2 .1 18.0 16.0. 55.5 12.5 1111:5 28.9 A _- 4 5' 1 EARTH ROCK G THRUST A B VOL. A B VOL. (IN.) (FT.) (TONS) (FT.) (Ft) (C.Y-) (FT.) (FT.) (-C,Y.) 4,6,8 1.5 3.9 2.0 2.0 0.2 1.5 1.5 0.1 10012 2.7 8.7 3,52,5 0.5 2.O 2.5 0.3 16,18 12 19.5 4.51 4,5 1.2 3.0 15 0.6 20 1 16 241 5.51 41.5 1 1.5 .3.5 15 0.7 .24 .1 4.3 34.6 8.01 4.5 1 2.3 4.5 4.0 1.1 30 1 5.4 40.6 8.:5 1 5.10 1 3.2 5.-5 4..0 1..61 36 1 6.5 .58.5 10,01 6.0 1 5.3 6.5 4.5 2.16, 42 1 7,5 79.6 11*15 1 7.0 1 8.1 8,0 5.0 4. 2 44. 1 8.6 1:04-01 13.0 1 M 1 11-9 9'.0 6.0 6.3 54 9.7 131.5 15.0 9.©1 17A 10.5 6,6 8:9 60 10-.7 162:4 16-5. 10.0 23.1 11. .Q 7.51 12-0. 6 Co 111.8 1W5 18.0 11.0 3U,1 12. C ..8.5 16.2 72 112.9 2333.9 19,5 1112.10 138.6 14.0 :8,5 20.7 78 113.9 274.5 21,5 113.0, 149.8 14.5 9.5 25.9 .84 115.0 318.4 2310 114,G 161.2 15.5 10.5 32.6 90 116.1 365-5 24.5 1 15X 174.5 17.5 10.5 .39.6 96 11-7.1 415.6 2610 1116.01B9.5 18-9. 11.5 4-8.5 HORIZONTAL THRUST BLOCK AT PIPE BEND DELTA 30.00" AND 45-00" STANDARD DRAWNG NO. GR4010C. $TANDMO 1314AWN0110. 4020 TRENCH WIDTH GROGROUND UND Z 8d 0 I W 1Nv L. 0 4v 0 VERTICAL COMPONENT l 1 ASSUMED OF THRUST 61 0"'HORIZONTAL 4 TABULATED VALUE 10• ....0 A 0 C7 REINFORCING BARS REINFORCING 4 \_.o. #4 0 12,' :CENTERS. 70. BARS: FOR PIPE SIZES tv. 0.1 .-C)I q GREATER THAN.12" REINFORCING SHALL VARIABLE BE AS 8P . ECIFIED (APPROX. �SAME BY ENGINEER. d- + 2. MIN. LENGTH AS BEN REFER TO i 2 B ELEVATION B-8 STD. DWG. No. 4040 "A- A if FOR GENERAL NOTES. SECTION N.T.S. A 11.2 55 22.50* 304 45* 67,50' 90' A 1. D. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL.. THRUST VOL. L D. (IN.) (TONS) (C.Y.). (TONS) (C.Y.) (TONS) (C.Y.) (TONS) I (C.Y.) (TONS.) (C.Y.) (TONS) (C.Y.) (IN-). 426.8 to 0.5 2. 0, 1.0 2-5 1,3 3.6 l.. a 4,62.3 5.0 2-5 4i6.8 10,11-2: 2.2 1.1 4.3 2.2 5.7 218 8.0 4.0 10.5 5.2 11.3 5.7 10,12 1.6, T8. 5.,.0 2.5 9,7 .4?9 1:2.7 0.4 18.0 0,0 23.5 11. .5 25.5 1243 1.6,18 20 6A 3.1 12.0, 6.0 15.7 7.9 22.2 11.1 .29.2 1-4,5 31:4 1517 90: 1 24 8.2, 4.4 17.3 8.3 2 2 ;6 11.3 32,0 16.0 41.8 .20.9 4512 ..22,£ 24 30 10.5 5.2 20.3 10A 26.5 13.3 37.5 18"8 49.0 24.5 53.1 215.5 30 36 14-9: 7.5 129.2 14.6 38.2 19.1 54,0 27-0 70,5. 35.3 76.4 38,2 36 42 20.3 10.1 39.8 1 9A 52.01 26..0 73.5 36.7 96.0 48.0 104.0 52. Q42 48 26.5. 13.2 51,9. 26.0 6,7.:9 33.9 ..96-0. .48.-0. 126.0 62.7. 136.0 67.9, 48: .54 ,.3 1 16.8 65.7 .52.9. 85.9 42.9 122,0. 1. 60.7 159.0 79.4 11ZO 85i9 54 60 41.4 20.7 81.2 40.6 1:06.0 53.0 150.0 175.0 196.0 98.0 212.0 106.0 60 1 6.6 5M .25,0 98.2, 49.1 1:28.0 64.2. 182.0 1 90*.7 237* .0 :119.0 2.5TQ 12B.,O 66 72 .59.6 �9:.8 117.0 58. 1530 141. 0� 76.�3 216�%Q t ca 0 282..0 305.0 153.0 72 78 �59.9: 35.0 137.0 68.6 1.79.0 90.0 254.0 1127.Q. 331.0 . -166..Q 358.0 179.0 78 1 .84 81.1 40.5 159.0 79.5 208.0 104.0 294.0 147.0 384.C. 1.92.0 416 0 208,0 84 1 90 931; 46.5 183.0 91.3 239.0 119.0 3,37.0 I16,91.0 441.0- 221.0 477-0 2,39.0 90 96- 106.0 510 208.0 104..Q 272.0 1136,0 384.0 I192,0 502.0 251.0 543.0 272,0 9.6 VERTICAL THRUST BLCCK AT PIPE B::EN D STANrIAM DRAW14V f4d 4030 1. CONCRETE FOR BLOCKIN1C SHALL HAVE A MINIMUM COMPRESSIVE. STRENGTH OF 20O.Q PSI @ 28 DAYS (CLASS I? B." CONCRETE). 2. ALL CALCULATIONS ARE BASED ON INTERNAL . AL PRESSURE OF 200 PSI FOR . DUCTILE IRON, P.V.C., AND 150 PSI FOR CONCRETE PIPE. 3, VOLUMES, OF THRUST BLOCKS S ARE NET VOLUMES OF CONCRETE, TO BE FURNISH-ED. THE CORRESPONDING WEIGHT OF THE CONCRETE IS EQU AL TO OR .GREATER THAN THE VERTICAL COMPONENT OF THE THRUST ON THE VERTICAL BEND. 4. WALL THICKNESS (T) ASSUMED HERE FOR ESTIMATING PURPOSES.: ONLY. 5, POUR CONCRETE FOR EILQCK AGAINST UNDISTURBED EARTH. 6. DIMENSIONS MAY BE vARIED AS REQUIRED BY FIELD CONDITIONS 'WHERE AND AS DIRECTED BY THE CITY. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 7. THE, SOIL. BEARING PRESSIJIRES.ARE BASED ON 1000 LB:&/S.r, IN SOIL AND. 2Q.Q.0 LBS../S.F.. IN ROCK. .8., USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE AND BEND, TEE, OR, PLUG TO PREVENT THE CONCRETE FROM STICKING. TO IT. 9. CONCRETE :SHALL NOT EXTEND BEYOND JOINTS. THRUST BLOCK -. GENERAL NOTES EARTH ROCK I.D. G THRUST A B VOL. A 8 VOL. (IN.) (FT.) (TON.5) .(FT,) (FT.) (C.Y.). (FT.) (FT.) (C.Y.) 4,6.8 2.1 5.5 3. D: 2.0 0,3 2.0 1.5 0.2 '10i 12' 31 12.6 5.5. 2.15 0:8 3.5 2.0 0.4 16,18 4-7 28.3 7.5 4-0 tg 5.5 3.0 0-9 .20 .5-2 34.9 9.0 4.O 2.3 5.5 .3.5 -1--2 24 .6.2 .50.3 1,11-5 4.5 3.5 6.5 4.0 1: 6 3.0 7-8 58.9 1.2.0 5-0. 4,8 7;5 4.0 12.. 35 9.4 84:i9. 14..5 6, 0 .8,2 .0-15 4,5 3i8 .42 10.9 115.5 17-0. 7.0 12.8 11..0 5.5 6.3 48 1:2.5.: I50.9 19.D: 8.0, 184. 13..0 6.0 9;.2 .54 14.0 1-91.0 21.5 9.O 26.0 15.0 6.5 12.9 60 15.6 235.8 24. D 1 10*01 35.5 1 to.. 0 7.5 17.6 66 17.1 285,3 25. D 11 11.() 1 46,0 lio 8.0 2-3.0 72 183 3.319.5 28-5111Z.o 1 57.8 19.0 9.0 28.4 . 7 . 8 20.2 398.5. 31,01 113,01 75.7 21.0 19.5 *37.4 .84 21..,8 462.1 33.5 114.01 943 22.0 10.5 46.5 90 23.3 530.5 35.5 115.0 1114,4 24.5 11.0 58.21 96 24.9 603.6 38.0 116.01138.9 25.5 12i0 70.0 EARTH ROCK I.D. G THRUST A B VOL. A 8 VOL. (IN.) (FT,) (TONS). (FT.) '(FT.) (C.Y.) (FT.). (FT.) (C.Y.) 14,15.8. 23 7A 5:0 1.5 0.4 2,0 2.0 0.2 1 1-Oil 2 4.0:. 16.0 6_5 2.5 1.0 3:.5 2.5 0.5. 116.18 64D.. 36:0 9.0 4.0 2;4 4.5 4.,0 1-D 210 6.:6 44.4 10-0 4.5 3.1 6.0 4:O 1.5 24 7.9 154.0 14.5 -4.5 5.0 8,0 4,0 :2.1 .30 9.9 75.0 1.5.0 5: 0 6.7 10.0 4.,0 3.3 .3 .6 .11, 9, l'o8.0 18 .0 6:0 .11.44 12.1.0. 41, ;.5 5,,3* 42 13.9 147.0 21.0 7: 0. 17.8. 14.0 5.5: 5.7 48 15.9 192.0 24.0 8.,0 25.2 16,10 6,0 12.4 54 17.9 243.0 27.0 9.0 36.9 18,0 7.0 181 60 19.:.9. 299.8 30;.0 l0.0 50.3 20.0: 7.5 24.131 66 21,13 362.8 33.0 11:.0 6 6, 2 2. . 2.,.0 8,5 32.5 12 23.8 431.8 36.;O 1 ZO 860 24.0 9-0 41 ..:.0 78 25.7 506�.7 39.0 13 .0 108-2. 26,0 ld;01 53,2 84 27.7 6-613 42.0, 1+.0 134.4 28.0 1 Q. 5' 64-.8 '90 20.0 674.6 45.0 15.0. 164.9 Smo 1 . i.5: 81.2 96 31.6. 767.5 48.0 16.0 199.0 32.0 12,0 95.1 HORIZONTAL THRUST BLOCK AT PIPE BEND DELTA 67.50' AND 9�0,00* STMPARD DRAWING NO. GR4040 CIT OF GRAPEVINE RE , ASED FOR Co STRUCTION SH OF AUTHORIZE ANy WORK iN CIONFLCT RELEASE ES OON 13E KEPTol ir1AAvq_ WITH THE BU ()pjIG CODE OR ZONING ANCE THIS LL�" TO DATE DIVISION SPECTION IDIVI N PLBull IB W pLy 10 CONSTRUTIONINRELEASE 0 S N0_f I0 RPUBLIC RIGHT-OFWOKMUSEASEME 4 S ALL A GES MUS-T BE APPROMM STANDARD DRAVANG NO, GR401 OD THE SEAL RING ON THIS DOCUMENT WA5 AUTHORIZED 5Y 514UJI OKUDA, P.E. 54327 ON MAY 07, 2007 0 THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON MAY 07, 2007 2351 W. Northwest Highway Tel (2t4) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPMES. Suite 1203. Lock Box 30 Fax (214) 350-6497 Dallas. Texas 75220 SAI Job No 06062 V_ Ln X ry v; Ld V) _j Ljj Ld Ld Cq 00 _117 CD 0-% C) 13 V_ N 4% .00 LLJ cr 0z W 0 ­) I I I LLJ C:) z � w < n,,, CD JOB NO.06Iq REVISIONS NO. [)ATE DESCRIPTION Qi 05/05/07 FIRE LINE DATE 02-16-2007 SHEET NMI 1 2 3 4 1 5 6 7 LOT I, BLOCK I OF THE CHD = 68.10' CHB = N89'10'42"E L AMENDED PLA T L = 68.10' LOT I &• 2, BLOCK I R = 3040.00 CAPITAL CENTER ADDITION D = 01.17'01" CABINET A, SLIDE 6 23 % Ld a HANOVER DRIVE p;,w I LP I LP _T_—'.� `" r� 9Iry�N 89'4�'l2"E ' V.C. 1arBLPG S' �ET .ByaA — ' y rr�''y ''.�, 1 —y-'•r1 i�7 I t r ' rr \Yy�iaC t •'�y - —__� - H�G—EDCB. - _- _--__ I1 I II II II I{� .J�/ ���J� \ :�,,_i�i % 4 4,ar''r y a.r:r • ' r, •r �r- rY y`r a^a'rya,�ry•�''r' '''' "1rry r '�ya yaryayr a+ ntl y''r' •y'a rrr��rya` yy' ' ya' r y' y�'�'r ary�`ar "-= r QdyO-azyyy ' Oya ��%r r�•• Ja''�a���y_ y_' ' y ja 'a• L\'rr y-"Y Y -�a y�' �j ' yra' rP' yy'r�r y' y.aa ra �'ry ry y ar'`'Iy , r -y�a`aa r' r�a�,y' a''y� �yr �yl''�.�,(I(l"l�y { a ,{l rIy l'IiIy ylIlI' l' It��yII' Iy(�tr I1' .��y{Ilyl�rY, lr{r'":i' r a��' {I yyll�r ay 'y'r:"yy r y'' ''ryy y' ' y`''ya'yr y r r ar ''ra 'a y"�ayy'y r r _rr�r y rya � ayr r yyr ya y ya ''� ►tr Jr:rr'rryya�' a ayrr`ny�' —jyr- 1I _ . ij r' _rr�ry , '? ry y_. r_yf I'iI `�.� y —i Iya yy ;r'rrN_ y -'y rr"Y tti�_ ' i a r1IY -?iI_ y r yr _=arIIr?� 4y;r y I1—r. 'r�!I r _'. a' lyYy : 'T r.y� r.raar ya:..':iiy .� :a€ry1y.ry y �I!y,r ry..yyy rry - �y ,y ra yr r; ry +- _'!'i 'Crrry.am.._�'y � ' I —.�I' '.ry . rxyr -y 9ar ' a- y'a•+�Jy rii)(r .-yr+�'I{�i- I{.� i-{— ) "~' _'a __a '_'ya . �r l�y- a r'.ryy J�y a�.�,—�r- —'y -yrI yr ry yI_ II ' y�r_yI_ymay ��r.yr ,'r.r�;'y 'frI'yYrs` •�r.' rVrj��y'_yyr y y;� al -rr '�II' !� y�r'a�y �y..�i.� IIr IIIlNe�i(Lr ,i= I'r{�rIl��{ ylp '�I ' y I'r ,._yyrrr '�—,_r�"rr. 'rS r/Yr,yayr"r.y:yy���y..r 1�r i1y yy a ry—' �y r'i.a' , y y!Ii y� . a' yi' —' „.ya.y..`yIr rrr✓_' 'y '�r'yy yar-_"4 �yy y.,yi'1y a2sy —Irr'�iu.r..yy ,r�_a.—yary.—YiI . fy.' ..y r ry_a y.ar=yi.' aJ .4s3,y '_'I a_iy,y,'v�;�' rI.i�rr'�.'.'! rn1a y±.rry•,i . wyiy-i�r_.r' Lr �.x.r .=.y'v. Yy` �y ryr.a :.y'v'�tr- �, tIyy r yy y,y — r`��r�'y y'xd� ryy `r—•r - �-�y y"—,'ay ' y r yyryr '—yi, 'ry�• yy �' y r�� �r"ra� �' y — 'rur y,y yy ' a y ' -r y ? r,a yj:�-i ay'y y rr r y �r tr' �a `>yy'��y� wfqI,HIµr,1I � I1,li-4 y yIa r'r yayp yWr'II r .yy> tea � LLJ ..� I I I a l y, IY 40 ~22'x0' y DUMPSTER ENCLOSURE cl Ca 3b �r r -Y yr ay a r� y �ay IN �!�aryY r�r�y y ry X BLDG 1 EXISTING FUTURE RESTAURANT F. RESTAURANTii. 8,511 S6500 S.F. 20915'W SITE SIGN f :l n+y y y rPROPOSED LOCATION E. — — — — — — — — — — r yy ry * yrL r r" r ayzyy r r' a aa ' P ry ra vri yr ry 1 r FUTURE CL RESTAURANT JI i � 4000 S. F. rr ` ya r y CL ' LLd LB % � �n 0EONr PP CURB',., sroEV4lc ()z BLDG 2 PROPOSED FUTURE RESTAURANT RESTAURANTy1 4524 S. F. 6080 S.F.o Pp A tPyr P10' EASEMENT AND RIGHT-OF—WAY TEXAS U77LI77ES ELECTRIC COMPANY "'Xi 0' DUMPSTERVOLUME 13846, PAGE 345 ENCLOSURE(- TBAKNE10' BLQG. SE --F 'Sat $9266.53% 63.5' PUBLIC ACCESS, DRAINAGE, AND UTILITY EASEMENT /— — — — — — — — — — — — — — — — — — — — — LOT 1, BLOCK A D = 04.18'23" TRINITY INDUSTRIES ADDITION R = 828.50' CABINET A, SLIDE 3005 T = . L 62.27' CHB = N87'52'02"W CHD = 62.26"4r �.— i•�,•` _.! ) - % :I � : jI ` I I 1 2 3 4 8 19 10 1 11 1 12 I � I w � ~ W w:2 CL D `l1 O U N IY O nol�— I Q LO U U ON Q w J 0 � � U � OI__z o Uz I ►— O Li U z Of I � N Lid U I Df 07 m z 0 W z J M I11 Z U 1� I 13 LOOP ' 382 Z, I Q 26 COLLEGE W-�_, - HUDGINS rL- DALLAS RD W W: � IW , SITE - -- � CAP%TOL STREET � DFW METRO ' PORTAMERICA l AIRPORT �I 14 15 VICINITY MAP (Nor TO SCALE) SITE DATA SUMMARY TABLE w CURRENT ZONING PROPOSED ZONING PROPOSED USE SITE AREA BUILDING SETBACKS BUILDING FOOTPRINT F.A.R. PARKING REQUIRED PARKING PROVIDED ACCESSIBLE PARKING REQUIRED ACCESSIBLE PARKING PROVIDED TOTAL OPEN SPACE REQUIRED TOTAL OPEN SPACE PROVIDED IMPERVIOUS SURFACE MAIN & ACCESSORY IMPERVIOUS SURFACE - PARKING IMPERVIOUS SURFACE - PEDESTRIAN BUILDING SQUARE FOOTAGE . BUILDING HEIGHT NUMBER OF BUILDINGS NOTE THIS SITE PLAN ONLY APPLICABLE TO N EW CONSTRUCTION COMPRISED OF BUILDING 2 AND SITE SIGN C�9pjT PLANNER & ENGINEER ION DESIGN GROUP, LLC 2800 HENDERSON AVENUE, SUITE 100 DALLAS, TX 75206 CONTACT: BRYAN D. KLEIN — — — — - PH 214.370,3470 FX 214.370.3083 g 9 1 1C SURVEYOR: SITE PLAN FOR BUILDING 2 PROFESSIONAL OFFICE (P-0) CONDITIONAL USE PERMIT (CUP) RESTAURANT / OFFICE t 5.167 cc. / 225,081 sf 25' FRONT & REAR / 10' SIDE 4,524 sf 2.00 % 53 328 (ENTIRE SITE) 8 8 45,016 sf (20%) 79,600 sf (35%) 4,524 sf (2%) 132,190 sf (58%) 6,082 sf (3%) 4,524 gross sf / t 158 seats 19' / ONE STORY 1 NATHAN D. MAIER CONSULTING ENGINEERS, INC. TWO NORTHPARK 8800 PARK LANE, SUITE 600 DALLAS, TEXAS 75231 CONTACT: JOHN L. MELTON, RPLS PH. 214.739.4741 FX. 214.739.5961 11 CASE NAME: EPICENTER CASE NUMBER: CU-06-56 LOCATION: LOT 1, BLOCK 1, EPICENTER AT GRAPEVINE ADDITION, 1285 SOUTH MAIN STREET I � I i -` � 0� S ARY DATE PLANNING AND ZONING COMMISSION DATE: I a► I C1 l 0& SHEET: OF APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES DEPARTMENT OF DEVELOPMENT SERVICES OWNER/DEVELOPER HARTNETT COMMERCIAL PROPERTI , , LP. 3901 W. AIRPORT FREEWAY, SUIT , 220 BEDFORD, TEXAS 76021' CONTACT: PAUL GUERNSEY PH 817.868.0081 FX 817.354.6335 0Ef CASE No.: CU-06-56 12 13 14 15 16 1 17 1 LEGEND & NOTES GENERAL NOTES. 1. EXISTING TOPOGRAPHY AND FEATURES HAVE BEEN ESTABLISHED BY TOPO SURVEY PERFORMED BY NATHAN D. MAIER CONSULTING ENGINEERS, INC., DALLAS, TEXAS, JOB No. 92-04-038.V, DATED SEPTEMBER 1998, FOR TRINITY INDUSTRIES CORP., AND BY TITLE SURVEY PERFORMED BY .` NATHAN D. MAIER CONSULTING ENGINEERS, INC., DALLAS, We TEXAS, JOB No. 92-04-038.V1, DATED JULY 2005, FOR HARTNETT COMMERCIAL PROPERTIES, LP. %) 1E 2. DURING THE PERIOD OF CONSTRUCTION, ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH BOTH THE REQUIREMENTS LA OF THE GRAPEVINE "EROSION AND SEDIMENTATION CONTROL ORDINANCE" AND THE SW3P RULES & REGULATIONS - PROMULGATED BY THE TEXAS COMMISSION ON • ENVIRONMENTAL QUALITY. 3. DRIVE-IN AND DRIVE -THROUGH RESTAURANT SHALL NOT BE ALLOWED. 4. ON -PREMISE BEER, WINE AND MIXED DRINK SALES: A. CONDITIONAL USE REQUEST CU06-56 IS A REQUEST TO AMEND THE PREVIOUSLY APROVED SITE PLAN OF CU05-43 (ORD. 05-56) FOR A PROPOSED O RESTAURANT DEVELOPEMENT SPECIFICALLY TO ALLOW FOR THE POSSESSION, STORAGE, RETAIL SALE AND ON -PROMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE, AND Ml .D BEVERAGES) IN CONJUNCTION J WITH A 4,524 SQUAFOOT 158 SEAT RESTAURANT. B. THE ENTIRE SITE IS THE PREMISES. J. ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND. 8. ALL PEDESTRIAN SURFACES SHALL BE REINFORCED CONCRETE. 9. ALL PARKING LOT & DRIVE SURFACES SHALL BE REINFORCED CONCRETE AND/OR MODULAR PAVING. UNITS. REFER TO LANDSCAPING PLAN FOR LOCATION & CONCEPT DESIGN OF MODULAR PAVING UNITS. H 10. ACCESSIBLE ROUTES & PARKING STALLS SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS. ACCESSIBLE ROUTES SHALL NOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPES. ACCESSIBLE PARKING STALLS & AISLES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 11. DUMPSTER ENCLOSURE SHALL BE MASONRY WITH WOOD — SWING -GATE ACCESS. 12. SITE DATA SUMMARY TABLE BASED ON PORTION OF SITE TO BE DEVELOPED UNDER REQUESTED CONDITIONAL USE PERMIT. CONCEPTUAL FUTURE DEVELOPMENT IS SHOWN IN GREYSCALE, REPRESENTS ONLY APPROXIMATE SITE DESIGN, AND WILL REQUIRE FUTURE SITE PLAN APPROVAL PRIOR TO DEVELOPMENT. G SITE PLAN LEGEND ® ACCESSIBLE PARKING SPACE VAN VAN ACCESSIBLE PARKING SPACE �- SIGN G✓ EXISTG. TRAFFIC FLOW DIRECTION F PROP. TRAFFC FLOW DIRECTION WHEEL STOP OPEN AREA — BENCHMARKS 1. SQUARE CUT ON TOP OF CURB ® CURB RETURN ON SOUTH E SIDE OF CAPITOL DRIVE, ±60' WEST OF CENTER LINE OF MUNICIPAL WAY. ELEVATION = 646.12 2. STATE PLANE COORDINATES (NAD-83) BASED ON CITY OF GRAPEVINE MONUMENT NO. 8. N 7023939.151 E 2404755.163 — ELEVATION = 635.97 D NO. REVISIONS/ SUBMISSIONS DATE 0 40 80 — 1 Scale: 1 " = 40' V Ion 2800 N. Henderson Avenue Studio 100 Design Dallas, Texas 75206 214.370.3470 Ph G ro u p 214.370.3083 Fx — JOB NAME EPICENTRE AT GRAPEVINE GRAPEVINE TARRANT COUNTY TEXAS DRAWING TITLE SITE PLAN FOR RESTAURANT BUILDING 2 SEAL DRAWN SCALE �i��� F.M. H: 1 " = 41 I CHECKED FILENAME Iil��� BDK C102 SITE PLAN.dwg THIS DRAWING NOT INTENDED REVIEWED DRAWING NO. FORPERMITTING, BIDDING, OR JI Tr. A CONSTRUCTION PURPOSES • DATE NAME. JEFFREY H. COHEN spi 01 TxBPE LICENSE NO.: 8508J 115.MAY.2006 DATE: 06 NOV 2006 PROJECT N0. 1203.00 1 Of 16 17 I I I I I i I I I I I r 0 E1:1 ( MECH. I OFFICE L \ `f l _ �. u I :4= KITCHEN I , Fill I' ZE"�-- Imo::::::; __ AMEN I, :::� SERVICE � i - .1 --- --- IO 1 DISPLAY KITCHEN 11 • F71 F�y` y,•� i I I 11� IVI +II I I I I _-__ ---------------- i d tl 1 -- - - - - -. --.- -.- -- . - . - . - . - . - ;I I ;I I I 1� h 4 LijC F �--- ---I� DINING I — . — . — . — . — . — - — — — — — —® - — - — - — — — — — - — — — — —— . 2e- :jL '�j L: �:j L:- ---- �:.. _ I HOST I _ I� II I I — I I J I —oil — • — — ) I I • 3/4' IN THE CASE OF ON -PREMISE BEER, WINE AND MIXED DRINK SALES 1. CONDITIONAL USE REQUESTFOR THE SALE, STORAGE, AND ON -PREMISE CONSUMPTION OF ALCOHOLIC BEVERAGES (BEER, WINE, AND MIXED BEVERAGES). 2. THE ENTIRE SITE IS THE PREMISE. 3. STORAGE AND SALES AREAS ARE SHOWN SHADED. 01 FLOOR PLAN N SCALE: 1/4"=1'-0" CASE NAME: FIRESIDE PIES CASE NUMBER: CU06-56 LOCATION: 1285 SOUTH MAIN STREET LOT 1, BLOCK 1, EPICENTER AT GRAPEVINE F FA MOOR SCR TA Y PLANNING AND ZONING COMMISSION AN DATE: 12/19/06 SHEET: 2 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES SEATING TABULATIONS DINING 144 BAR 14 TOTAL 158 BUILDING AREA BUILDING 4,524 S.F. N IA <N< W w O L j O W LLj r W m - Z O � U v w a y Z _ •r O tip � W � W W W (� W j CL L.L UL V JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION /r-6-06 SLP _qAWTTAL . DATE xx—sac—xx SHEET 201 n j v P AC—TAL MCC)= T - t rl t �, P'' I II '� M %�i�/I- .�/ Gam'/• Y .'► I// DWEST ELEVATION SCALE: 1 /4"=1'-0' AETAL FL'1Gf� i LFiQPATWP WALL 64R'; E\ — — — — — — — y I Waco "-- r � � � — — 1. —1 — — -1 � — 1 -1 -1 WOw uJ�JTS :I I: ;j j v�r � �2 NORTH ELEVATION SCALE: 1 /4"=1'-0" i I' _ _ _ •fir. .T GOO Y01GZC t ! 'T. `3 p •i _ _ v P _ - Y N .�.,., ,. ., ,. ......... -At STGYIE' 05NA55P \ WOe-;V AAO GLASS M N n W w U om w w �� U 0 � w Q W H Z S 0 A ; V J q L u � W W W CASE NAME: FIRESIDE PIES Q Z CASE NUMBER: CU06-56 — LOCATION: 1285 SOUTH MAIN STREET LOT 1, BLOCK 1 EPICENTER AT W W GRAPEVINE n- 46� 'OL W,,Z// LL C7 MAYOR CRET Y PLANNING AND ZONING COMMISSION C MAN .00 DATE: 12/19/06 SHEET: 3 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING MATERIALS CALCULATION TOTAL EXTERIOR SKIN AREA, EXCLUDING DOOR AND WINDOW OPENINGS = 3,520 S.F. BRICK & STONE VENEER 3,520 S.F. = 100% JOB NO. 0619 REVISIONS NO. DATE DESCRIPTION 11-6-06 67f' SL.SLUTTAL DATE xx-xx-xx SHEET 415' PLANT QUANTITY LIST AND SPECIFICATIONS SYM. I QUANTITYI SCIENTIFIC NAME ( COMMON NAME SIZE TREES CM I LagoitramIa Indlca Natdasz' 'Natchez' Gape Myrtle 12'-14' hL multi -trunk (545) CE 3 &6w crassil'olia Cedar Elm 20'-22' It, 545, roll caliper YH 3 A= vomitorla Yaupon Holly 10'-12, hL, (545)- - ICONDITION - NOTES Specimen, 2-3 trunks, standard, full canopy Upright, since -trunk Full canopy_ __ _ Specimen, full with 2-3 canes, berried SHRUBS DBH-1 3 ilexarfardi Nana' Dwarr l3urrord Holly 4'-V fit, rounded Specimen, full to base D5H-2 21 AM(burfordi Nana' DwarF Burford Holly 5 gallon Full and bushy to base LP 1 3 Loropetalcm chlnewls arp/e diamond' Purple Diamond Lorop 'talum 5 gallon, 24" ht. min, 36" O.C. Full and bushy GROUND COVERS, PERENNIALS AND VINES MON 2800 Gphiopto-g- Japcnfcas Mondo grass _ 2 1/4" pots, 6" OL Full and well rooted LS 245 L/r/cpe spicata Lirlope or creeping Illy turf 4" pots, B" O.0 Full and well rooted VC 3 RdrUaaaocissus 011k4uefol/a Virginia Creeper I gallon - - Well rooted, Full HG 1 /%1Ja&9.;W graci/llmra 7damebi' Maiden Grass 'Hameln' 5 aallon Full and bushy PCs 6 Cortaderia se/loaaa Pampas Crass 5 cation Full TURF AND MISCELLANEOUS MUL 1411 5F Hardwood Mulch Hardwood Mich (I" Thickness) Per Specifications Per Speciffcatfons 5P02 1411 OF Bed Preparation Number 02 4" Thick Layer Bed Preparation Per Specifications Per SpeciFicatiorls ST. AUG 1551 SF 5tMOMP07tm 5SC&Wateee 5t. Augustine Grass Standard out sod Solid, tree of weeds STL 34 LF Stee/Ec a Steel Edge i/a'I x 4" Greet Per Specifications (27) DWARF BURFORD HOLL 5 GAL., FULL, BUSHY TO BAS (3) DWARF LOROPETALU N 5 GAL, FULL AND BUSHY (1) CEDAR ELM B&B, 6" CAL_, 20'-22' HT_, SPECIMEN (7) HAMELN MAIDEN GRASS 5 GAL, FULL AND BUSHY (1) CRAPEMYRTLE 'NATCHEZ' B&B OR CONT., 2-3 TRUNKS, 12'-14' HT., SPECIMEN 0 GENERAL PLANTING NOTES AND SPECIFICATIONS 1. QUANTITIES NOTED IN PLANT LIST REPRESENT LANDSCAPE 6. ALL BED PREPARATION SHALL BE VITAL EARTH RESOURCES ARCHITECT'S ESTIMATE ONLY. CONTRACTOR SHALL VERIFY ALL BEDDING SOIL. NO SUBSTITUTIONS. FOR BED PREPARATION No. 2 QUANTITIES OF PLANT MATERIAL AS WELL AS MISCELLANEOUS ITEMS SUCH EXCAVATE AS NECESSARY TO ALLOW FOR BACOILL OF A 4" LAYER OF AS EDGING, BED PREPARATIONS AND MULCH PRIOR TO BIDDING AND BEDDING SOIL. PRIOR TO BACIqILL, ROTO-TILL SUB -GRADE TO A 6" - PROVIDE REVISED QUANTITIES AT TIME OF BID. 811 DEPTH TO BREAK HARDPAN CONDITIONS. FLOOD WITH WATER TO INSURE GOOD DRAINAGE. IF GOOD DRAINAGE DOES NOT EXIST, STOP 2. CONTRACTOR SHALL EXAMINE ALL AREAS AND CONDITIONS UNDER WORK AND NOTIFY LANDSCAPE ARCHITECT. FINISHED BED SHALL BE WHICH WORK IS TO BE PREFOI rW. NOTIFY LANDSCAPE ARCHITECT OF MOUNDED IN THE CENTER OR HIGH IN THE REAR OF BED TO INSURE ANY CONDITIONS DETRIMENTAL. TO PROPER AND TIMELY COMPLETION OF GOOD DRAINAGE TAKING INTO ACCOUNT FOR SETTLEMENT AM SHRUB WORK DISPLACEMENT. BEDDING SOIL MAY BE EITHER VITAL EARTH OR LIVING EARTH PRODUCTS_ ROTO-TILL BEDDING SOIL INTO SUB -GRADE TO 3. HANDLE ALL PLANT MATERIALS IN ACCORDANCE WITH BEST CREATE A FINE, LOOSE, FRIABLE SOIL SUITABLE FOR PLANTING_ DO NOT HORTICULTURAL PRACTICES 50 THAT ROOTS AND ROOT BALLS ARE DAMAGE EXISTING TREE ROOTS. MINIMIZE PREP UNDER EXISTING TREE ADECUATELY PROTECTED FROM MECHANICAL INJURY, SUN, DRYING CANOPIES. WINDS, AND ANY OTHER DETRIMENTAL EFFECTS. PLANTS SHALL NOT BE BOUND WITH NYLON ROPE OR WIRE IN A MANNER THAT WOULD DAMAGE 1. PROVIDE A P LAYER OF FINELY SHREDDED HARDWOOD MULCH OVER BAK BREAK BRANCHES OR DESTROY THEIR NATURAL SHAPE- ALL COMPLETED PLANTINGS AND A 2" LAYER OVER ALL TREES. 4. UPON COMPLETION OF PLANTING, CONTRACTOR SHALL REMOVE ALL WIRE, PLASTIC, AND NYLON ROPE FROM ROOT BALLS AND CUT AND REMOVE BURLAP FROM TOP OF ROOT BALL. 5_ CONTRACTOR SHALL GUARANTEE ALL PLANTING FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. WARRANTY REPLACEMENTS ARE TO BE MADE ONLY ONCE. OWNER SHALL BE RESPONSIBLE FOR PROPER MAINTENANCE OF PLANTS AFTER FINAL ACCEPTANCE. PLANT MATERIALS NOT iN VIGOROUS, THRIVNG CONDITION 514ALL BE REPLACED WFTHIN FIFTEEN (5) DAYS OF NOTIFICATION, REPLACE PLANTS WHICH HAVE PARTIALLY DIED, THEREBY DAMAGING SHAPE, SIZE OR SYMMETRY. PLANTS SHALL BE REPLACED WITH SAME KIND AND SIZE AS ORIGINALLY PLANTED AT NO ADDITIONAL COST TO OWNER CONTRACTOR SHALL PROVIDE ONE (U YEAR GUARANTEE ON THE FIRST REPLACEMENT OF PLANT ONLY. 01 PRELIMINARY SITE PLANTING PLAN �— (3) YAUPON HOLLY B&B., 10'-lT HT., 2-3 TRUNKG. BERRIED (3) DWARF BURFORD HOLLI B&B OR CONT_, 4'-5' HT., ROUNDED, FULL TO B 4SE SPECIMEN (2800) M014DO GRASS, — 2Y" POTS U 6" O.C.EW_ Wl (1158) SF 13P-2 AND (1158) S = 1" THICK A ILCH 8. CONTRACTOR SHALL INSURE THAT PROPER DRAINAGE EXISTS N ALL TREE PITS. FILL PIT HALF FULL OF WATER PRIOR TO PLANTING. IF AFTER 8 HOURS, NO APPRECIABLE AMOUNT OF WATER HAS DRAINED OUT, PUMP WATER OUT, DRILL A 6" HOLE IN LOW SIDE OF BOTTOM OF PIT, BREAKING THROUGH HARDPAN AND ADD A 4" SUMP PIPE WITH PEA GRAVEL. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DRAINAGE ISSUES. 9. CONTRACTOR SHALL ADD AN APPROVED FERTILIZER APPROPRIATE TO NEW PLANTINGS AND LAWN TURF THAT i6 ALSO APPROPRIATE TO THE TIME OF YEAR 10. ALL AW-46 OF LANDSCAPE WILL BE COVERED WITH AN AUTOMATIC IRRIGATION SYSTEM. 11. CONTRACTOR SHALL COWIF41 OPERATION AND COVERAGE OF NEW IRRIGATION SYSTEM IN ALL PLANTING AREAS INCLUDING ALL TURF AREAS. 11 CONTRACTOR SHALL REMOVE ALL DEBRIS GENERATED BY WOlK OPERATIONS. LEAVE ENTIRE PLANTING AREA N A RAKED CONDITION CLEAR OF DEBRIS, AND ALL PAVED AREAS ADJOINING THE PLANTING AREAS N A BROOM CLEAN CONDITION READY FOR FINAL ACCEPTANCE. 13. CONTRACTOR SHALL VERIFY THAT ALL PLANTING PRACTICES MEETS AND/OR EXCEEDS REQUIREMENT5 WITH THE CiTY OF GRAPEVINE, TEXAS, CODE OF ORDINANCES. CASE NAME: FIRESIDE PIES CASE NUMBER: CU06-56 LOCATION: 1285 SOUTH MAIN STREET LOT 1, BLOCK 1 EPICENTER AT GRAPEVINE c MAYOR 4EfARtY PLANNING AND ZONING COMMISSION �C N DATE: 12/19/06 SHEET: 4 OF 4 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DEPARTMENT OF DEVELOPMENT SERVICES l (180) LIRIOPE SPICATA 4" POTS @ 8" O.C.E.W. PROVIDE (80) SF BP-2 AND (80) SF 1" THICK MULCH COVER (68) LIRIOPE SPICATA 4" POTS @ 8" O.C.E_W. PROVIDE (30) SF BP-2 AND (30) SF 1"THICK MULCH COVER (3) VIRGINIA CREEPER 1 GAL. (1) CEDAR ELM B&B, 6" CAL, 20'-22' HT., SPECIMEN 0174) SF. ST. AUGUSTINE GRASS, SOLID SOD (6) PAMPASS GRASS, 5 GAL, FULL PROVIDE (203) SF BP-2 AND (203) SF 1"THICK MULCH COVER (34) LF. Y,"X4" STEEL EDGE GREEN ® 2006, ARMSTRONG • BERGER 3AlOS M ARi e P ARM NSMCM 11110ar These drawings catld" eg within this document set are prepared speciffoaly for this noted project These documents are not to be used in whole or in part for any other purposes or by any other parties other than those under conhad or with specrf'ic written permissions from Armstrong -Berger. Reproduction is prohibited. DESIGN REVIEW ISSUE SET REVISIONS Armstrong,—.1Berger Landscape AmIntecntre - Planning - Construction Management 26115—Sl— 21 . 7111393 Phone 110 B-191425 U.11—I-152M 2144: ".hu Ua11e1 I era+ 75219 amfilnc G' nrmhcrEmm FIRESIDE PIES Epicenter at Grapevine Main Street (Spur 103) City of Grapevine, -Texas DRAWING TITLE PRELIMINARY SITE PLANTING PLAN ISSUE DATE: 8 Nov-2006 DRAWING SCALE: 1/8"=T-0" PROJECT NUMBER 05046 DRAWN BY: NP REVIEWED BY: JHA APPROVED BY: JHA DRAWING NUMBER 0 4' 8' 16' Ll . O" I C -0 GRAPHIC SCALE 1/8"=1'" NORTH ` ee �'