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HomeMy WebLinkAboutIND2004-2133SITU LOC, VICINITY MAP NORTH a woo = r� i I II k 4P -- r I i e R IN C�III, LETTI�IR COMMON AN15 B.A'TANIC:LS I AI'doo � R1 MA1 S 21 �' C( ,E RGLA d E1+IS18►� " AI- NOI*�r4►n S�' '" I�" b'- " D �•fl l,10118 9'1 8 T1 ( T 1,4 I) rMCGIAL �'A n $2" 3' -10" Eli RdREI N R BEiI 1UlJA QsRA�S METAL BOG WIT;4 ST SF" P $m" JG 1t11TW MILGI -I BEb C7 tN N �Q 4°I' r 11 w Ib, 84, - :r oAI = <, a A , n :. . , . .� • A y (26) B • I 00, I OvEI�EAV EL cTRIbAL PR LIME Ik i i .;� � I f N#W 4' -m" CONC!*TE I SIbE dI;;4LK I NINON I I I 1 �; I �� `'•� N J % S I (21)15 6ITk BATA OAT16 OF L6T dRO$S L f Z'! : �. 113 ACID$ We 283 SC1. F T. &JILbN& S& FTA 1t, Sb0 62• ITT. 23 NTI 6UILbIN& SGT!, FI'.t i . X , 8>� Ems. I="'. T03 dOIL15INd � E'GIOII f n WAIF 21 4Od6 FUTURE BLb'Cs 161 -0" TOTAL IMIOEF AOUS AFM A: 340 558 da flT. TOTAL LAND6CAPE AREA: 36,115 SG2. FT. 39� tooddI o 1� NI WALK - I No '� . t• I do •I �;..4 1f A VON\ 6dN6TRUCTIQN NOTE 6 1-II:A0rE P.4RIC : 51C�NI m6uNTED bN ISUILONG, 0' -O" Td �1a ABOVE dONd EV WdLK d &d. T1.IIGIC CRS PA)ANG WI T1a �P. iGEr� 181' OI4' IcE141 Efk2 EApw A*Y ON" 2" 1oM SAF*!D A><ID" DEF* RE�ATE -�`AS. IN LJ 4,4T1'2HId W,WLLtOAC* PLOT LIrsNT�i TED " MRdM bP bP FkAN#LS. I L A`1'ION OF UN6ER RdlJh1D ELiC'I*lrAL SaRVICE �ANd METER BABE. LJ LANC4CAOE &RAGS AREA. S L( CA 1' 101 OF 1" UJ ATI MATE!'' AND "1I L I�IE. 6'' m" NI1 WOOD SCF&ENINCs PENCE bN ME'T'AL POLES. CU1 R: PM LL DdCAC*ATING 60HPANY Poo. l ox;wi%XAS t14LAIkE, . '116042 61 1) b29'04 *2 INNONA 15 �-. I JbW TAI LOI�C 4 A886CIATE 6 BF1EN"Nii dD &A11�t I t6AD) SUI* 2'01 FbRT WOIZTW, TE >4AS '16111 J , TA`1iL01�, Ol�1E�t 446L13614 tC� l iou 446 L 13m`1 FAx . 3 FENCE - .��,►r AIQOl.�1D 1 4 1, 81 e& •,� _ M• � _ _ .. _ r 290,R lIII ,r I A MULC44 � /� FI1� � 3 3 .r � C�15) • . J W`ft7R�NT I w ,1 � 'i� � ' ti� w `TOp SOIL - j / 195 450 S�• Ft. ` f 1 3 I. IRIAM OF l` 1 n �IIII �. 121 -► I S 48 X41 If '�� �44� ;'161164 7 '' � 1 4 " DE16TW � � � � �l�/J1���] }/��y.•�,' FT- NIIJV >=R 1�GI�) � � � TbII�� t j J I / _ *2 IIIII� '.�11'!.,i bt.'�.; ''64 i�) 'ti ' ?OF BAIL 1 1 19, i/f/# —�" �' I 7 (I 3 I I r A ?+. A 2 1 61- t"I"AL 1"'l1GN 0ENdE �= f l �Q / �. 14 I r22)6o _ L � BtoP wabDEN�E 1�ER� ON I�o`�' LE°S r t &T= I1`tC , � � LoaD1� �1_�11 � '� I I 1 1 DdCK AMA 11 1 1 �, � � A 3 p4XX AID 1 I i ` �`30 UUNIBREAKE i — l I 1 e t. ,-4OSE B16BS R€ IRE v €CUIR €D WITH 1 ! LDJ 7ING 3' 1 1 G F.C•l. RECEPT H1 3 1 I 18' -m" �' 1 y,� LL METAL IIVIT DOCjK I 1 Ll'T �IU WbU$e� 1 =EE'f• OF WA ' EDGg SHALL 81 2 I 1 1 31 x I6m ■ 2,106 Sd. FT. A AT S LL BE SEI _ _ I I 35' 1$tIi1L1�INC I- 1EICIt 16'1P�" i3CSNDET% JgTCHI Id1' X Ig' ._..... .... INNER v u'�STE I'rN A _ _ I l � 1 4 �..,_ �.. _ ,.._ .....r. --� -- t ire f: r%ojEct: r. • - . r ` . INN I r4zovlDEb i :.... i I9 ON INno Lb'T =)N110 ► 1 W LIGHT INDLISTAIAL Lr=64L t LOT - 3, 6LO4K 1 3 S'tON9 M"I BUI3INOS #'AFk Abt>I `1014 CITY 6P 4RA16EV4, TEX46 OrOTIRVIrO R LhL? I CALL FOR " . r. I r IE I. 2"iLL BE REVOKED UPON uc FEIVcE 25 RE R t.L. _ _ _. y -- ^ I _ PERMIT EXPIRA"I�N. % _. ._ t; y r .__ d' 1 =11�E LANs f l Ole VI ' ti 1 L 1 �. IIINNINdo. f — — I— d I A 6'- " H1GH #�ENbE TEPI.i3MBA�iG +MECHANICA C�SE NAIL PIIdNAIGI..� DEICOI�ATII`IG ..._ A A A I �` SEpARA ' A A 100.2 y I 7 .74' ON T�4L 1�OL s ELECTRICAL AND SIGN PERMI'T'S C aB .»eD1 ._. ....�� .� —16' 1 AN 6CAOE AREA I — t _ y _ _ I �- — — — -- -� — � SHALL BE REQUOIN). Lt�CCA�1Ol V� A RI U A4' �. -. � i � ! .. — 0411 E '� 1 LOT' -�, DI�.CadC -3� STt MY1�RS bIJSME�, P+41� 16, UAW ONNININNA _ � _ .� ,� _ ... _.. l� ._ I _ �.. — I.� . _ _ I LdT 3 BL� Z M ,^. .� .'.,. Odom, — .— _ � `! °.` -- "'� ( `_ �INESS P,ARIC .., _ � � _ i ..r — 1 _... _ i — ...- ..6. _ �„ � _ .,,_ _• — 0' - ®� I -IIt�N 11I00�J I I 1 I I I I CABA SLi 63 1'1 21�' BIJFFdR YAR1 JBl.ItLDIN l3ETl�,4dC Cpl MET;aL PbLE16 1 I t �I I I 'LANs Uj I P.�d THESE 1 I I I I .T. FOR HANDICpppED AOT REVlE>RrEf) I I I I II aI the responsibility of the IT 1s THE RES�o CcESgrB1L+TY z I der ► esign professional 1 contractor NSIBILITY OF THE DESIG1V' LI IR,BLC`JC'X IR I �° I i � to Nave fans reviewed and the building rD ROM IN THE OWNER 1°AvE�TOI�IE Ih�DiJFJTRl,41. inspected by a certified energy code FROM rH> RROpcESSARy A Plan ABII�ET SL TDB 819 inspector in acco on documentations howing FEDERAL AGEn�Y AND/ �R [ 5 C review and inspection code adopted by compliance with the energy the State shall be submitted to th� Building Department• >L 4ftGLc S 1 - �',,l Al "0 %4L . ' A� r O� IteVj's . P E 8 SPECIAL INSPECTIONS REQUIRED PER SM �� �' NI A SQA r I=tE PLAN 1;1 IFOR BUILD G GOD FOF A Pp�a IiA '� KEPT pN OD PLANS 0 t NORTH AL =1" • AND -- - gS►rE qT ALL Be �� -x�� _ ;�: I��,.,TIONS SHALL BE SUBMITTED 1MES 1 ".Gj OFFI�IAL. A FINAL SICvNFD " ; 1` ° e 21 i :_ SI„1BMiTTED, STATING 'HAT ti s V`.ri. ; .• # ;::;a I #' "'T3f::CJ1r`kL INSPECTIONS "I HE APPROVED PLANS AND N ....» r: ��IS. THE SPECIAL, IhISR'WCfitF IVROVED BY THE BLDG, OFFICIAL. W,AIREW X415 �. . Ili 3� &bt Pt (PAWING - 9� OFFICE SPACE 1 2, 206 Ode FT, (P1ARkING - i�TUI P. ALCX „ ,,. 2, I� SC t• FTC (PARKI - WATER HEATERS ARE NOT ALLOWED IN K1 flick TEMPERATURE & PRESSURE RELIEF VALVE LINES ._ARE NOT ALLOWED IN TWE ` LAii: .'MATER LINES ARE NOT ALLOWED iN ATTICS' OR FLOOR CEILING ASSEMBLIES W/O PRIOR APPROVALOF THE BUILDING OFI=ICIAL. CITY OF GRAPEVINE RELEASED FOR CON STRUCTION RELEASE DOES l� AUTi� M12 APlY WORK 4N Cbl'0`LA' wITH.THE,eullvlN° COOE OR KEP' OROINANC ON THIS P t AN TO BE TINE 30 AT AI. TIMES ou I INSPECTION tNtrISION fMLEASE ©4'S NC)'t APPLY TO COMSTRUCTI0% w�:'�� TS O•e Cti �uB>t.rlr Ttl ow,HT• 4X! WAYs �.•. ,, . �.or�,;ES I~AU3i I~' APPR4wEE1� � 4 r: NOW .r • 0 1 No 4 • $NrtT NO. F 40 100A t Z 3 lit O 1 --_ — -- 84 1 1 � *AIk (PIRST TRACT) A.G. STOW VIOL, 20 p9, pGa ;3 Pj'Pz T- . ` i J i e III ( I . I r I � I a0 4101 I 0MN G'TRIdAL pOiER LINE 9 1 I 1 � , 1NIAW W aI CONCF*TE I SIbE WALK I I I MOI 1 yti ^rr ti. NI i I r 1111111 MLM • ti..l \ . -01 Not NEW \0 1 / / 1 1400 1 1 . FIFlE k k\ t i 6� I I f ►ti .•,,', I-IYDR14Nt _gf 11� !! o, I ' -- E Ill f l � It lot r / / 1 (011 -5T TPkAC+) "� j 1 tI kk �1 ��$ 1 1 / !°�U1LI WE Ic 't` 21''b" Nor k AG. STI !/ 0,k r r r ,� tg, e/36 F'T. (UNSJER Roiv ? k n VOL. 20(D9, F'rs, 23 E4EvAT104+1 - 5'�1' fi 567 1 1 1 1 j I Will .L..I:...L.. .I ti. 1 I � ��T A La I. I 5A94 OF /� 1 568 MEW ? I WWWAW W LOd1711*,A Il I \ I I Ddb r I 876 !I 5fi7 I 1 r1 �.4DI1 5 r 1 °CCKAPEA Ir I /j I i� I Ij! Ihl. PLR ,1 rl 7, 1 I t ` I I • ef'. It INI FUTURIE WARgWOUSE 36' X % Cy. m' ■ 2. I S FT. JL m _ m � m / E UIINNNI M WE10HO` 16' +®11 ! / - ol � 2'�� , 1 S� -- -- 566 — 56� I 41 r 567- fi_.____ _ _ I 563 4 3 q _ -* 1010.02 � __ w -� ... ._„ ...- ..rte ....,_._. - me" toommus DENNIS& moment - .` y I rw ... !. r _... ... I . .L r. T• -- _ 4 - 16, ulto IIIIIIIIIpm =Am _ -• ... .... 1 `rli _, ...J_.,...._...__ . �— ._ I I O�O.— ._.�— USINES$ PARK GJSA 6341 A �ER A/SUILDWS SETBACK PATiro .T. I L0f IR, 151,I&C IR I 1 I PAVE$ a4E WOUSTIRIAL CABINET A, SLIDE 6169 PATiro.t. NORTH GfIAOING 8 ITe PILAN Im' 10' 20' 40' JIM MILLMR lm"4ACLk 0lkCOIgATWG C *1PA Y fpAO* BOX 931115 S+PI 114LAkE, tEXAS 'II ('611) B29y49b2 PPA i 15y: jbw TA`k"LOIR # AssmiATE &WO EOENUObD $TAlk RbAD, SUITE 101 FM I WoWW, TEXAS "I J+t WN TA'I'LOk OWNEIR ($11) 446 -13b4 0 FICt (bii) 446000mdO 1 FA x moves OFFICE / WAFtEII ISM PR44 AMIt DitCOIRATINGS COMPANY WESTIO PARKWA% ` GRAPEVINE, 'I•EXAS PIRaVrIDED 19 z 0 I VG* LOT l0N#0 -` -- Liel7 INDUSTRIAL L EGAL LOT ad 3, FLOCK No 3 Slcx* M`'ER$ 5.06.IN98S PAIaK ADDITION CITY OF &RAI`'EVINE, TEXAS OAT : MAY 12, 2604 r s REVISIONS - — 1* rn n ' I A 46 40 � a • I j Jcab rid. 200441 .sy� . �t�T / r.F1�CK sy JEU DATE: -9 -2004 i Mfw L.• EDWARD FA�#"r'i j .'l% .BEETti''Vt I y 46 i OF �eY if �I OF �eY if SILT I =#NCI MIN, 24" H51GHt AdOV* EXISTING GROUND 2 X 4 0.00 6 PEST 1?R SCONE 4' 9TEEL F91l PdST 6' HAx BPACI 111`101 41, Ei` StOM NT .' IIJIRE HEs�l III -»-- -� Es Ac ING ;3UFIP0IeT I 4�Cd- UJI.4k d INA „ (L 5E 4".7'NLY WHEN III a >ESXdEED BA to) to 1'''IIN IN I---�- ,, 6" MiTrI, NC1-1 BAC*ILL D AND 6� FA6RIC tN -IN CbMPi4C D MIN, SILTATION FIENGIE EROSION CONTRbL O t V I dE o ALE 'I`RICAU POWEF� I � � C�VEI�E�Q _� - r _ T I . • LINE EASE ,. I I od •-.. •... .'.' r ~' ."" + N'...,,, _ ` ,� '.I.. • ~' `• '++. ••� I NSW 4' -eII cokcp* I E ---L -_ , ° -:d i StbE 11 JALIkvv..Vr"h"1 � y. ION IN I do V.N If IN 014 VION .. 1 A «Q� I ddIN Rod 00OF IN RN6414to All 00, doopoll MIN !d> \ \ \\ ,N i I ♦ IR asp -,.,• I WINN r ��� r/ ``'~• -�._ �♦ ♦ �` 1 ��"4` °y,,+ ate' 1\ ORION I 1 ! I Orr • �; 4 I / �. lid y ! /'�"�rr ..�- ��� I ,I'� �,,� 11 ! _ M thlow i �. +y , 4 •. { •� FIFE \ 11 i 6� i 1 // :•'' ,� {'` 4 ' _ I ♦ j �-'�, HYDRANT 1 1 � t f� 6�-. w,,l .l / I' m :. - t . w l ♦ '.J )Pop t _}AL oft"'t L � N IN NION o ter° J L �` 1 WON ul1 ill 1 — 5 I� N { \ I • �y Illoo Vold � I �p - / NO 1 I Ssl OF/ ol ION `N VON (IIRSi' T1ACt) ni �I l \ \11 �l!'r� / 1gt�11LL�Ji HEIGHT 21' -bll ♦ 1\ / 7 I ` ,1 �` `� $ 48` dl" It A.CNI STbNE i�' 1 1 ! 1 FT. (UN15ER lit ) r. 1 \ l TC.�I,l1ER/ I . ` i _ .,10 VOLY 29+09, PG. 23 Y t D.1e,D.d.To l lr r 1 1! 1 %! FIN.I✓L1 EI,,EVATI ION - 5'il� ji �d'� '� !� 1 r i s 1 I 1 doe ! ! go am Mai If al r NINNNNNN INNNNN /r��/ DdCKIAREa ! 1 ' i *!/ !-.t WINN If 567 I SI VJ If r �1 11 >> �� FLp- /1 �! 67. ! I /r 1 l •� dddNN -- r I! 5411 mod — 1 1 / � 1 / f 1,�� «r =_ �= = = _ � � `w ' w I "T 1 ! ` I j U / W 1 3 ' X 60' = 2,106 Sd. FT. �` } �� ©� t�>x ♦y/ �� \\ \` -=�— d �.___ —_� �7g`�, �r -- --- ` °— _�_ �.1_.'' ..1.�.��.. �,� / UILI INC# HEICsH1� 16'x.01, / - _ I It 25 F1�FAR Mal d — � � _ � Voodoo =�--1 -- �-- --- ._ ._: ._ _ .#. _ . _ _ .... _... --- -- � ` VON der"' VVIN Rod 111111116111 � ION IN I'dod" –� Fr �i w rr' si a� _� r i■ ii if 'ire -� �k i� ■� i try err i ■i� i� ii"�i i� i� a`7ri �i "�i i i� �i r �- i ■� rrr ��� , r ' r I `� SIN �- � � i �1 O N rrl ■� r � i 4� ,� �� -._. 1 Q0.02 I � � ICON I � � � �• — . NM I owN .Y+ rr .Y' " r.' '.•:'. ._.. _".a..r....- .r.Y..+'•\ +ww...i...w•r.. r r J- rYw. -r•r• r. r .W. I W— .r� r � "'•" I y .� n.Y•. ri .._. —i .YY. -1 - -- -- 1 I I I I I -- I – – � -- – – _ I Y,Y w_ _ ..i r _ I _ -� i L6T 3; BLbCi4 2 y _ r .. . _ WEs rPO T IN S$ ........r:._ - _ Y_ _ _ _ _ I I � f � I R lEUS E PARK _ w.. – CABIN I I � I 8L� .6341 215' BUFFER YAR)/BUILDIN SET95ACK P.RT,CT Ov4 I I t o I I I "ION i I I flood I I I �I A. , SILTAt.ION S5 " I I TEL 1 NEPWO1c ..c�►�TI�vL s 01 Icy I. +fHE COWTRACTbR $HAIViN fJROl ANb MAIN WIN ER6SId4 CONTROL Dt'lil IN THE AREAS INDICATED CN Ill ER06ION CONTR64 f9LAN OR AN'Y OtHlE1t ALFA AS bI12C1t0' 0Y THE BIERS RE0`RtSENTATIvE* 2. THE :ELECTOICA UTILIT''r, NATURAL CsA .4, TELEf' HOME AND �AOLE YV 6ONTRACTIN SHALL R9moE9TA6LISW A?4Y VIOUSLt ESTAdLISWED ER6816N OON L MEASURE OR DE\46E THAT IS DI$TURj5Eb BY' THEIR �TF�UCTIdN,' INCLUDING VECxtTAtIVE COI/ER. 3. SITE EN RY AN EDIT IT UOCATICiN SHALL 59 MA1NTAtNEb IN A CONDITION I,1jHIdH 1111LL PR9vENT TOZACkIN& Ott FLOWING dF 6EDIMENT dNTd PU1SLId R6AD OF WANYS. ALL SEDIMENT SPILLED, DROPP D, WASHEV, Of* TRACI4ED ONTO A PU6L1C FOAD OF WAY MUST• B# RVI"'10YED IMMEDIATELYY WHEN WASHINl 116 oulf`RIL. IEo �'o *EMbVE SE151M#NT I�:IdR i0 ENTRAIN T6 A PU1:5`d 7 OAD dF WAY, IT SHALL Bit D6NE ON AN ARE;4 6TAkiIn.�w` WITH CRUSHLD TONE WHIC14 IDIkAt1l INTO AN ���-- ,a�::1'!" "c• SEDIMENT BASIN. ALL FINES 1MI asitD F cr; '-i Rol y "..w:Ir�!.� c"` °; . , PUBLIC ROAos SHALL 13Iw 1I'' 45 f3`Y TO7 �. Z1 %I1. k i•'I O 1' :7�E1?!1l 6)9n 6WALL 1!hE twlTiA°E0 witHm;l 14 rl' , ? bliSfUriRtsol &A ANY ARE ArDbITIdNAl� C toISYRGIOi'Ir' ' F �P? ' WIT IN 21 DAY5 CrF ll I_ a g 5. UPdN CGMI�LE `N t: it . _, : DIN?".s CONT*�,ACC "TO� .44 k t •• w 'IANENTLY TA6ILIfE'P,E14 ,I&NV " AN MAINTAIll UN IL A UNIFC7Atrr� C•t��' � �i�: DEWSIT N, A D�T=110MINIED f31' "I'§4I` 'y, a. lid ,I ., IS ACHIE'VEI?ON 6, EROSION CONTROL DEVIC 6 MAY $E ADDED OR 0 t" book E!k IN TWE IyIEL& A� DIAEG'TED BY THE OUJNER'S REPRE4ENTATIVE. 1, HAINTENANtiE- #Ro6iotI CdNTROL $HALL 6E 1E'PAiF'b dR REPLAdED As INSF�ECtION DE #MS NEd:ES6AR'1' DI, A4 DIRECT D oy twe IER'6 m#PRI sENTA7IVE. iACCUMU ARRIVED GILT AT ANY EROSIbN dON"Il C;sa,l IE SHALL SE 0ZM6vEb WHEN IT OEAdHE;� A bEPTI -I 6F 6 ", AND SHALL 1W t ISTOZI15UTED ON Silt IN A mANNeR Ill tONTRItUTING 1`O ADDITIONAL SILUTION. S. THE CONTR$C"l IS StSPONSIBLit FDk Rk- StABLISHING ZANY'. ER6616N 6ON" ROL DOVICk WWIC14 HE DIS'TUR%b$. EACH IrOIrITRAcol SHALL NOTIFr THE dwi011 RE010Sd. ENfATIvE bF ANY 08#ICId?Ol IN T1mml E6TA6L19HE1:� EA06ION CONTR& MkASURES WHICH MAT LEAD TO UNAUTWOR12ED 0186HA OF STl WATER izOLLUTION, SmmeNTA"f ION, Odd OTHER POLLUTANT6. UNAUfHOItIZEb P6LLUTANtS fN6Ll BUT ARE NOT L IMITN t0, EXCItSS CONCIMTE pUMPI Vex op co cR#TE REsbud, PAINT. SbLVENT4j GOS A61E S, LI, sl A, LUBE OIL, PEBTIGIdEs,AND SOLID IkIAS'I'E Y"'1ATtIOIAL.R.S. 't I, UPON C&OO1PLETION �Nz AL.t,. ALL AR AS NOT Pkll`ED b A I.. I 6TRI GTU -:fir Cam EQUIVAL•i HE U, S SI43AIdil et StA':w' , STATUS bl° TI -I!`~ COT!$TRl►iC F IOC l I. N , ..'I ' MUSt MEI~T A MINIMUM DENSITY Idl: ", Nrf" tn i�^I ou4sR'6 �P'R sEmT,� f,%r'E, �t' I't AND SEbIMENT t; N�ItRoL mttk_ yuRE:Ea 11011' T; 2, A N6VIO � oO TEII?MIIVIATibN (NO"IN S44AL14 131 lode iflir.''I' i ;o: EPA WHEN THE SITE HAS 1069. �7F Tl 1ts*TUFM .1.� AIn ,' '' s TA611.. D ANO THk SITE NO LON4ER HAS A $TOFF I IL1 /,T : ?; bl3dHARCsE6 A680CIATl WITH INbUSTIRIAL ACTIVITIES (CONSTOUCATION), OR THE NOT PEi*MIT* EE OR CO�PEIJ"11i rI Hm4I NO I.s011 HOLDS OPtRAtIONAL CONTROL OIL TN>= dON$TRUCTION, ,JIM MILLER PINNACLE 1?ECdRAtINCs COHPANY Poo_ sox 93119 SOUtHLAKE, TEXAS '16992 (81"1) S213.4962 ,JOHN TAYLOR t A66OCIATE 668 6 50ENl`TWO00 STAIR 10OAb, sUl'17m 201 0ORt W6RTIWI, TEXAS 16112 ,JOHN TAYLOR, (IXll (811) 446 -1364 dFFIdE 1811) 446 -1361 FAX PkOACTV � 1 ..._ 4mCE i wAoswcusk PINNACLE DacdRAtING COHPA'qY f F4 WEStPOIU f*ARKWAY PLAN CsRAPEvINE, TEXAS I _ SCALEf I" sk 30' LEGNAL t WY__.. ___.a.......N ..,r_r.• 101 10' �0' s0' 20' 40 LOT - 31 OL.00K - 3 STONd MYERS BUSINESS 00AW41. ADDITION CITY OF 6RAfbE V INE, TEXAS _ i •- —L r.r . . ...�.. w_._..... s ,,,,r,, A ,..— P AN L .,E' r n' ' #� 11 will ••d Y' o i. A i l ?rid . 7oorrf ,ea : vhrm* rr Zlf. •NNN.n. ' I "'�^rr Loc 12 NORTH IGINI N A4d 441 �," 1J1 2® (#IRS�' TkArf) A.Gj STl VOL. 2 &09, PCB. 23 D.ik.D�d.Te IT, WMA M =wolf (01" TFL4Ct) AA;O. STI YoL: 24�f, PG. 23 ■ :-:4!VMF- dloo ' O zfi? EL €cmidAL POdER I 1 I I � l 1 4W 4'^o" coc 4 :RTE I SIbE dJALk , I I ,I,�YY rY► w �YI� J r i� r YLYIY Wool r i� rA .rw +� willow r— wl rl r_ _I r � r � rY wx rY w r_ WIIY _ _ lippol 16, Ut• r_ W .r.. _� � "M + I NNINNI l .II r. all .r j NNINNINI. al _'— ' Jr ri r r_ rt_ Iro r -r M. mol _Y J_n r r. III :r_ W l ullll. Ilrw Jr r_ � rj rlr nllllr I �+ rin I I 26 5UFF5R YA146ASUIl -DING SETIC 1 l k I i I I l LO 1R BL(tCK iR I PAVEdTO4E INDUMIAL CABINET A, 8LIM 8169 PALTZT. NOR SCALES P 11 30' 10' IO' 30 ' .50, $20 4' I 1 4 i l l _l sr ITP OATA r RATIO OF LO+ GRC*S LOT MM �;1>t AdrE� �, �a3 �. Fir. BlL11LC�h►�G b. FTI 14, $ SO. F'I: 3 IL F UTUArz EUILO NG $a PTa 2j SWINNI NG IIm EI -IT: WA W*M 21' TMAL 1MPM401.18 AkEA O 34; 556 Sit. Ft. TdTAL LA4N 6CAft �A: 36,125 60. ltT, j9X �46* y 1 k �IJ a vo 3$' X GPs@' ■ 2, 1O SGT, FT, ISUIL15 NG HEIGHT 16111 COPN6T IUCT 1611 Nd)Tts r , I 1 " r 61 dw �p col T LD L*TEfe AbOV CRE 0 : b" TwIG`IK ciON6REtE I�AV'I IG JITH A ED 18" ON ENTE10 E �AY: ON 2" ION SAND ANb 611 DEEP i� AdTW St11645AAE r p 41a wATT 'H1D WALL ONACK FL66 ` L l"I TA MdUNTtD 14" F&WROrI TC$P C PALS. IN ® LC CATION' OF= UND SE 1 W&E A 0 MEtR ME ® LO ATION OF: i" W, TF:F� wn, eu ,I,y / l,11i. wo. r LINE. : I I " II�G?'1 �U4C- �.'r,lr 'tea A•Y. ,..•. :tk,,r .Its{t „ 'r 'Y,l 1 IY� t A MEfAL 1OU1L; v _rt iWr_hx:,�a._se .yv �u • IIYI' 11 YL ,Vi, _• , .. I u a 11 L y do fPff 1 J" MI LElk a; I t � , I ,R ,ti fDkNAbLE DIr�+T•I1 Crt a• o4 ( k ; Pb* BMX ►311 ' VX0446 *I osi -�� 1� r: .1 to OA 4 A6$6cIA`TE 6 m B4NTiii 0 b StAIR ROAD, bUI1`E 261 Fdw 1� t rH, tE 16112 (81) 446 -�36 lcv C8''1) 446 -' FAX PROJECT EA :: I LaE 64 E ly TI TING dCt*AN�r _ •.,.__.._.:..... ,Yin_....- ,s.,.... _, + Vii,,,_ , YYY S r O I I9 is LV 1 YMIIM+ I r , =,.L.'orrl. hs r�,ll&�7 j$4 ,r,rf,, :`I.r • wNn•wwY•_I:A•„ -. ��' �ia.ba_.IYIx ' � ... .. r Y. .. ' 1 i L■tE&A . r L& 11LOCIK .3 Wbe M*ft" MAINE" FdAIQK At DMON city CAF C ' #EYIN, E, fEXAS i�Atf JUNE 1, 2064 CAM kMiB PWA&E Oe6MATWA CASE kA69*1�C Tr� WbA1104 OLAIT lb PAWUW�1. LOST =940 ft cx *-3, 15TO E JI tJ1A}�EHG�IJS� ARVMWW Ow 1"1•1 i0o �INI , TST l �,�, f ' CAWICW SPACE -s- 2, 20. S Ott. rrb li� �- FftIVA 1511 1 20 100 .tS3�liIR".'Y uJ�1:IL"rTE:: A_�. �• 3•. viol NO v ' 111 �:1 ' �i.:_.Y's'Y..•Inn . , �', ' 4.Ma nnWl. '• -Y - Mmiol Ya.n...., 4. 1, ka•A 1 1 -J fi Y 4y d e. 1 �l A" 1 p - a l # y1,;. ,v I • ; • 1 1, �i IIA, I1 il, :� 6 p F 1W I F h iM i i i 1 1 4. 1, ka•A 1 1 -J fi Y 4y d e. 1 �l A" 1 p - a l # y1,;. ,v I • ; • 1 1, �i IIA, I1 il, :� 6 p F 1W I F h iM i i i CONSTFIR11CroT ION NOT 1 $40 N04 LAMINAIllip "fir, ccusilim, TI },_�y(..pyp�'�',AL bl�/1r��ijeF_�Y�1nW�1IjN TT !E ��J'W ' k1t j•.�-• TYr FLOOR DATAS Ord / . A �. a _A r' e- I it". 'r L . ... ,.. 4 d' 1 k• „y ell 1�go� NI_[y m �y 1' Y Y7 1 r a yY IF lr I!11 G 3 iAf4. J 1 �d .1 ✓' ' +. .. ' r' r'6.n �iJ laaL F1 1:' . hUI$ jV Lt a all IF 4. p ar Fill � Ill , I , '.y 2 $ u! �• H.i ..b xxn 1 Y}d":iiiri r_ e J �a 4' Y Fill � Ill , I , '.y 2 $ u! �• H.i ..b xxn 1 Y}d":iiiri r_ e J �a 1 r It X 408 k isill �' ts4icK °. 71L� CEILa 1 Nor IAF TYPa 6U6p. TlLr= I IN w�rir+r+rr�nlu a t • �� . ," . "' • � . � 1�n�' E�1�1w i 7owoom I It j 1. jfh .0 d) Jc �u .y I' t1 h 1. h Fe E iII14,11,01,311MI11,00,rt,'s 1 AIIIII Iii IV i ., r. �.,..... 1....., nr,.►.... ..,,...L,�.,,.......I�uwnLr,nA. ,...a.r,..a ... , { 1 LICvWT PIXT Mbral+l II r" X lo" x ku' ►i "Y 1Y rLtT OWTOW Id • IA 04 M 400 X IS 7 - r1UTT h'fOWrEiJ FIX llyw'okki Pill �l � GPI{ il4f.., :14... -.r .,r, .,L. nxr.n. 1 r 1•i,p At .11:..a I r�� I« -r Jl�D Nb 2- 13YM �.....LrTw, DAM 610340 A , L 11 •fY 11\\' !,141 i, 1 1 GrAn,w we db && tool a , ELEVATIM OCALM V� ''NNY ESL ■ N Ij I� 2110 X 2tJO X14" 61119L AMBLE CaRr. .\ dd • a.. 1 f � � 4 �1 DETAIL w ,...X � M..r,.r,. 1 iA, YW1�X�WY .ey1•i••'yy,M'�,YY,',n ^'� .. - .- 1 •11.111 Mi •IN�YWMW�WYX,Yn••yn.re. u. .r r . rWriYNYYr1YwYYX /�Xa�lr'Xrr.J WYYMr'� X..Inr- - nr.e 1� •11111�Y Jl 1111111111111XIIIIII .nX1111••••1•viM 5:L `Id 4 Vk IL �r '1 L GiYr' � I 4 r n• I `,w �!, d 11 1 If ' ,Y A 1� n.. �hli 1 .'1 i l: ar'r woo 2-0-0443 JIPE7 r�Yw Yr�r�Yd Wr1e,c Xlr.nr .,,. .- C CK ©V . i_rn DAT_, io i, � I oY. I + r 1 F`. tea" s �I d� lil I. �` MMIL .���� �a • �� II II IIIi�► HAir2DWAitE RE1" (ARKS I�I� ■ REMARKS 1 - S '0 40 l 41111010 METAL 1� - 110 - •• .. i i .. _ • 1 2 i - 40 1 - 5 3' -0" X 6' -8" X 13/411 'L 1p METAL 1 2 K 6 3' -0" X 6'ow8" X 1 3 /411MIN � METAL 1 3 E rt 3' -0" X 6' -8" X 13/411 HOLLOW. METAL mmgom 14 E 3'-•m" X 6' -8" X 1 3/4" HOLLOW METAL 4 9,10 3' -0" X V-8" X 13/41' SOLID METAL 3 11,12 3' -0" X �' -8" X 13/4" SOLID METAL 3 i E 13 3' -0" X 6' -8" X 13/411 SOLID METAL 1 3 ,� rt E 1415 3' -0" X 6' -8" X 13/4" SOLID METAL 1 3 � E 16 2• -3' -0" X 6' -8" X 1 3/4" SOLID METAL 4 5 D 11 IJPf 0" XI Z� -0" ALUM METAL 16 10' -0" X 10' -0" ALUM METAL v■■■ ■ ■■ ■e ■ ■■ ■ ■m■■ ■ ■■ ■m■ ■■■ - -- ■■■■ DOOR Oil AND FRAME SCHEDULE NO. DOOR SIZE II 1R�4MES HAir2DWAitE RE1" (ARKS TDi�Pes 1 2 -3' -0" X 1' -0" X 1 314" GLASS METAL 1� 6 110 A 23,4 3' -0" X I' -0" X 1 3/4" METAL METAL 1 2 6 1 5 3' -0" X 6' -8" X 13/411 'L 1p METAL 1 2 K 6 3' -0" X 6'ow8" X 1 3 /411MIN � METAL 1 3 E rt 3' -0" X 6' -8" X 13/411 HOLLOW. METAL mmgom 14 E 3'-•m" X 6' -8" X 1 3/4" HOLLOW METAL 4 9,10 3' -0" X V-8" X 13/41' SOLID METAL 3 11,12 3' -0" X �' -8" X 13/4" SOLID METAL 3 i E 13 3' -0" X 6' -8" X 13/411 SOLID METAL 1 3 ,� rt E 1415 3' -0" X 6' -8" X 13/4" SOLID METAL 1 3 � E 16 2• -3' -0" X 6' -8" X 1 3/4" SOLID METAL 4 5 D 11 IJPf 0" XI Z� -0" ALUM METAL 16 10' -0" X 10' -0" ALUM METAL NOTED ALL SOLID CORE WOOD DOORS ARSE 20 MIN, UL -F11t RATED. q at DUTCH DOOR DOOR. TYPES going SCALE 1/4 f M wffmly •.-o� 4���1i SCAM 1/4" = 1' FIN_ FLOOR 1/4'' THK. 1=D IIIN�O1► (LOyB) RATED FLUSH WOOD MK* POLISHED GLASS 1 R /I � RED I II O a i1 i m CONSTRUCTION NOTES kill, 11111111111111 LL I. DOOR SELF CLOSED, EQUAL TO NORTON Now 8301 H, COLOR DARK DROWN 2. PANIC i2XIT oEYICE, EQUAL TO 'TALE NO. 2000 5RONZE COLOR 3. DOOR HANDLE WITH LOCKy EOIF)A., 'VALE SATIN CHROME 260 Nc >, AL540"1 i 4. DOOR HANDLE NO LOCK, EQUAL TO YALE SATIN 260 NO. AL5301L -26D 5. SECURtE ONE LEAFmiFLUSH WITH STILE 6. ALUMINUM THRESHOLD I =SADr,'..�; 1YPE 1/4" X 411, EQUAL TO (NC'IP) NO. 413 -72" AND 413• -3 (0" 1. WALL BUMPEP, STOPS' '2 .1r111 1I IA CHROME NO. 2617 S. PULL PLATE 3 1/2" X 151, X 050 CHROME NO., 2617 "H PLATE: 1/2" X 1rp" X 4050 CHROME NO. 26D 9• DEAD WLT LOCK, CAOUIBLE KEY 10. EXTERIOR; PULL HANDLE r REVISIONS i. E� dl rill `' 7�6 r p �r M fooling 0 O aD m �. . ly ,. r :rr.. q� o O r N 4:k. -11r - u E� r L ,h I a. . k. �k, II r - m ! oy - !!ll�i __......._.. 1E T ":,,E C� SHE �. OF !' x E I F /•/'v a. =dO CI AQUMUO. SN IAI N V -X 26 GA. R — PANEL IETAL ROOF WITH RAI INYL INSULATION ZEE 2V2 "X8"X14GA+ METAL PURLIN SEC] ION 1 SCALE. 1/2" w 1' -&' iloy" X 26 GA. R - P,41VEL METAL ROOF WITH R -1i VINI._Y N&ILATION YOM 1U." Y All X 14 GA. a A E fl' ' ANCHOR EACH SIDE OF COLU**N SECTION 5 SCAL s tail 8 I, -m" ji :IGID FRAME r�a A cap EXTEND METAL 1510ACE TO BOTTOM OF PURL INS EVERY : -m,I ON CENTER }C2 -Il INSULATION 24" x AS" &*P. TILL CEILMGs 6/8" THICX GYPSUM 8#wS, BOTH SIDE S 5/8" X 24 GA. METAL STUDS SPACED Zia" ON CENTER 4" VINYL BAW LLCONCRETE SLAB ■��I��II III Y II IYYW�IYtlYYIYI. LWX SCALE: 1/2" I'di s g ty2" X 76 GA- R - PANEL METAL FZ00F WITH R -19 VINYL INSULATION 14 X 26 GA, R - PANEL METAL. ROOF WITH R -11 VINLY INSULATION -'-`1 �=If tTinKI ZEE 2I j'" X19" X 14 GA. METAL 1°URLIN C04NMR E}.ASHING EQUAL ('FRY "P" VINYLOK FLASHING RETAINER RIGID FRAME SECTION 5 SCALE: I/2" 1'mi deddid rid i i EXTEND LIAL.L TO BOTTOM OF DECK S /8" T�fICK GYPSUM ISRDS- ..'•"'r TYPE - "X" Ek7i1 -I SIDE 6" X 20 dA. METAL 67=06 MCXXWA 6" X 29� GA. METAL STUD* SPACED 16" ON CENTESti"t 11/2" X 26 GA. R - PANEL METAL ROOF WIT14 R -11 VINYL INSULATION PUDDLE WELD ROOF PANEL TO PLATE CONT. CUTTER TOP OF EAVE 6TRU1' PLATE 1 /211 X 51/2" X 1411 WITH 2J/2" X S" ANCHORS (PLATE SPACED 4' -ra" ON CANTER PRECAST GONG, PANELS COUNTER #LASHING EQJAL TO (FRY '"" VNYLOK F LASHING RETAINER' --� ZEE 2y2" X 8" X 14 GA: METAL PUftIN WAR S11 X6"X I�uJ C INT. ANGLE bye" THICK PRECAST CONCRETE PANELS - KEY = -- SECTION 4 SCALE: 1/2" I' —V" 3 DOWEL 0 18" ON CENTER REVISIONS f cl C6 wm m c� O °u r 1~" rj lid '� Y naa�i� •.. . �• 'elf �. _ i f� i. I i1� d' rr Q �d? d �4 � x w u � Cal lu ,0 t� JOB Nfh� YL11Ci.Y!.liY T B a CHECK )>3 c : pr )?A'I`L: i r v ' dill i Ott *!` ,' Ij EDWARD FAGGCTT ..\HU \ \1 1 Luu4u \u' 09 � t SHEET JKc, I t. dL i f cl C6 wm m c� O °u r 1~" rj lid '� Y naa�i� •.. . �• 'elf �. _ i f� i. I i1� d' rr Q �d? d �4 � x w u � Cal lu ,0 t� JOB Nfh� YL11Ci.Y!.liY T B a CHECK )>3 c : pr )?A'I`L: i r v ' dill i Ott *!` ,' Ij EDWARD FAGGCTT ..\HU \ \1 1 Luu4u \u' 09 � t SHEET JKc, TOILET STALLS r r w r • - i/ -a r r - 14 c 11415m 0 I r - • -, r -. - .• r w -,. I lop .-r ♦ r -. a -. i r - -.r . ,. r A I �w ;3r - -.I . . _ • _ IN till ♦ • r E _ • ,r .r r _ r' • / r� rII I -Jr ■II I r dp - �r r ■ r I w :r • - r / w - - ♦" r Ir • I w . - • r - r r _ • I ♦ _ TAS SECTIONS 4J82 - WIGI•IT • _ • - -^ r r - • .•I . r _ r .I / ♦ 6:11 r � — — ♦ r r • C - TAS SECTIONS 441"14!!5 - 1$" CEhITER OF WAT�'t CLOSET TOILET WOLDER RAR'1 DAR- MEN 42' LONE. Uk*04 was Ld"JJw1Ck M� ►r �A rJAraI1� - MAIN A 4p - A/S • I it 49 _ - op, - • ■ L - —.. ■ / -r r _ r — — q I r I; - 111114 I'll r - - lr r r r ► ' r — Y Y . , . . , Y , , A , r A , , , i 1 Y • r 14" MIN. / w • r ik r r r r v r %TIT • r I • r r r - w r- . r r r r - [ • - r -. r TT r • - r -.1 r `.♦ �r :4 . r _ 40 w WATER CLOSETS TAb bEcti" 4Jb.2 - CLEAR FLOOR SPA= AAr CLEAR FLOOR SPACE 1W WATER CLOSETS NOT M 6 TALL 6WALL DIE PROVIDED AS FOLLO j MroW AF'PRUACk - 48" MR WIDE X 66" M +L LONG 610E APMWA4CN - b6" MINY TO >' tOW OF TOILE X48" MIN. WADE MOT14 ApI°'ROA 04 - 60' MIN. WIDE X b6" MIN LGNCY TAS WCTION6 4J61 - WEIGHT :RIFF. DETAIL 1 i 2) A. THE HEIQIW TO THLs TOI" O" " "TOILET SEAT SHALL BE R7" - 19" ,ABOVE FLOOR L SEATS SHALL NOT BE SPIRLM TO RETLWN TO A LIFTED POSITIOWY - TAS SECTIONS 4J6Y4, 436 - GO"IS DARS r REFY 1 4 2) AY 1"OR WATER CLOSETS NOT LOCATED IN TOILET STALLS, THE FOLLOWINCs GRAD BARS 614ALL BE PROVIDED. 33' • S6" A" L 610E WALLS 42" LOWS MIR 12" FROM SACK WALL. 2. 964M WALL= 36" LONG MIN. K& SIDE OF WATER CLOSET CENTERLII,111s. 2x OLOC& KM 36" MM 2 I Oil AFF1 LAVATIiW -, [1 r4�7 -., ■ E ■ b X d2 67EEL :HANVEL IBASTENM N WALL WRAP WATER AND DRAM PIPE UXTI-I ADA !TYPICAL ON ALL PD(tIRES) TAS SECTIONS 4J6b, 4421A - FUJbH GONT'ROLb A. CONTROLA SHALL 06 44" MAX APP wT410 ^ I _ _ _ r ■ r w _ r r- ♦ - - • -.r - A .fir w ♦ '.r r . r -.I 54" M 42" MIN 3 " M,4 _.._ ._ DAR cn 1n s OILET r GIS1°IENSER 9! 01 r _ _ -�IIII — r r -r • • r_ w -.r OF - r - ;""m Ill — r _ ♦ ,mow r r .♦ °•I 3r • r — � — r I • -• I i r " ♦ • r • w r • r ♦ MIN X ff Y , • J Y . A . . Y Y . I rm NOTE: X = 12" IF DUQR HAS NOTE: X = 36" MINIMUM IF Y ■ 60" X ■ 42" MINIMUM IF Y ■ 54" 54" MIN A r . A .' A , r ■ 1y � • 3 � • NO'T'E: Y = 48" MIN IF DOOR HAS BOTH A LATcu AND cL08ER HINGE SIDE APPROACHES - SWNGING P001 5!.240 A . • . . . r r . i . A r r , 1 NOTE: Y ■ 54" MIN IF DOOR HAS CLOSER NOTE: ''r = 4$" M1N IF DOOR HAS CLOSER LATCH SIDE APf"ROACHES - SWINGING D00RS L =I ING CL EQUIPMENT PERMITTED TN SHADED AREA DETAIL I THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY IT IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL / BUILDING OWNER TO OBTAIN THE NECESSARY APPROVALS FROM THE PROPER STATE AND /OR FEDERAL AGENCY SPDUT HE *W AND KNEE CLEARANCE 48" MTN I'I W � O � • g , 4 1 , r� r MAX s fir MIN� FfME STANDING FOUNTAIN OR COOLED DETAIL 2 I3UILt -IN FOUNTAIN OR 000L Eftt s f tl i V � 1 4t of y4• 4 .• ,f s 4J,,• 1 F' W VJ t; � rs bd JOB No. 20!0'4-23 aiRAIIrN Sys -- „ 49T r JB cwxx my JET„ DATE= &m,34004 n: •.... \. q.. V , Y.1Y YY1I `■ EDWARb FAGMTI' o.� .,�w ... .r PM�1Y1111Y1- WVP.�n•v -., .n. ,w Y... i. ;, YYYrYYlYWY1, Y— nsw ,y�YY�YV'�wenw.ul "'VePSn- n+YUO. .. '{ 11 i AYA- M•_..wr.Y— x.u.un y V � 1 4t of y4• 4 .• ,f s 4J,,• 1 F' W VJ t; � rs bd JOB No. 20!0'4-23 aiRAIIrN Sys -- „ 49T r JB cwxx my JET„ DATE= &m,34004 n: •.... \. q.. V , Y.1Y YY1I `■ EDWARb FAGMTI' o.� .,�w ... .r a 8 -- 24" DIA. PIERl?m 98' -e" FLR ELEV. T iD 1 b 1 � N m s 1 ma N 1 24" DIA. PI�R>/5+ 2411 DIA. Mal 4" DIAL. PIER 3` it 'e" FLR ELEV. a 9 1 i 24" DIA. PIER %g) N 24" DIA, PI 4A, LR. ELE 24" DIA, 4" THK CONC, STOOP WITH 0 3 16" O/C E. W. �l d A 1 �Ayll F III "15, -Jflll moll 25' -e" 25l_®tt -e" FLR ELEV. 9B' - ®" FL.R ELEV. 98' -I FLR FLR EL Y. I w► I L _J 4' -e" LEAVE OUT L..J +f Lt 1-o" 25,_o11 FOUNDA NORTH $GALE: 11811 , 11 -0" r LON 91 215 well r mmar i FLR, EL%V. 6N � �u• 11 2Fi 1 � ®11 r- -I Ir I 25 on pt cc-AST �couUC�� paar�.s �Na�r�r�r�o a� $71�F1E6 �.Y. �•�:I�:�.ST pAJ� CtsM17Ahiy CONST CT I O 1C)" I I w. , ! r I OONCRETE: A, CONCRETE $HALL BE PORTLAND (:Emm4T 6R �:ojA TO MEET THE p gMtRED 3�e..PA.l_ AT 281H 0A'Y -�_W. •.,. _,w•.,: MIN"JM C4MPRE66IvB 6TREhI&A. 5 SAcK6 OF 1"11X. M . Y�YYYW .Y�....Yngn- „WM1kX...r._r•, e•1.::. r a. B. C '""I SHALL CONFORM TO A'STH -CI5e, TYPE I. C. WATER USED I=t7R CONCRETE SHALL BE MtkED WITH 24” DfA, PIE 3lc�N 13i r1. MEAN WATER AND FI"'EE FROM IN.OURIOUS AMOUNITS ; OF oiLer ACLDB ALKALINE$ OftANIC OR C)THER -® FLR V. DELEtl=RIOUS 9UQSTANCEB —. D. THE CONTRACTOR SHALL. 1.18E READY MII CONCRETE. —i- _ A 9, FRESHLY POURED CONCRETE SHALL BE TAP'!tr-�ED INTO -1 PLACED 15Y STEEL. RAMMER, SIMICWG TOOL$ OR C.o'4G.- MACHANICAL VIBRATORS, LIN'TIL '664CRETE IS THo- S TF, P ROUGHLY COMPACT AND WITHOUT VOID. r°. CONCRETE SHALL HAVE A $LV P KAWsE C* 4" TO 51. zmm 1 SI o REII�OI�GEMENTB: M A. ALL REINFnORCNG STEEL SHALL, BE DEFORM TYPE 24" DIA. PIER 3` mt TSAR$ AND CONFO e1 TO ASTM -A 615, GRAOE 6e, 1.,R ELEV, MAC 90 IN THE TOP 1 1121' OF ESL.I 1 112" ON $OTH SIDES OF FOOTING AND CHIME x'33 INCHES FROM N WTTOM Or" ROOTI s, EXCEPT CTI-yElUSE NOTED IN 1 PARAtsRAPH f S y,� E, ,9 15. ALL TIES AND STIRRUPS SHALL' Cd' W"ORM TO THE : � RIzC�LIIIEMENTS OF ASTI 6s. ADE 4c. 4. G. REINFORC*EMMT STEEL, BARS 1A D W1mE FAF3mic SIj�4R6.L. BE THOROUGHL`! I CLEANitD ftTml VE' PIM I AMO 1 AGAIN ISSFORE tHE CONCRETE 19 ObLACED, 014AL..!- et � 2dk6 ' ACCURATELY POSITIONED AND #ECI IN +A METAL SPACE" SHALL ee USED tO $i*C:UqE THE N PROPtR 15RACING CF THV $TEE1;,, 7`l cs�^!"UPS ;•�•f.• LL. Vic: ACCURATELY AND SECUPEL�I W1 D TO BAIL ,n IT WT14 tOP AND t50TTOM: NO ' 1 II OR p C' Wv I MATERIALS MAY BE USED TO SLilPCi"I SHE STEEL O THk GROUND T IL L 24" bIA. PIE114 3�s "69Ll .�X um ,� ... -e FIMR. ELEV. 01 B MM, •° F _ ,xw M �w ILI1� P,ddlpo ..� o A =411 FOP M1 ` 1 I� " DIA. PIER 1316 •V"Flown EV/ DIA. 24" DIA, IN Not i as s co S 1 * r 1 , f , 1 y 1 I r � � 4" THIC CONC. sLAs WITH N3 40 16" OTC. EA. WAY ON 36" THICK C)MPACTEb SELECT #ILL SPE AL INSPECTIONS REQUIRED PEA SEC 3 W1 UI�IIFORM B I feN MID E FOR 4rommat LA a 4L S -- -. AND _' �ti jrI Y 1p`-01 INSPECTIONS SHALL SE SUBMITTED I� J..nING OFFI!'lAI_ . A FINAISIGNFD L'; 6 6 1 `` %,11 4. nF 8081 'OTTED, STATING T IliAT _. ' �!J`1r •���� j..• .. P'M� 41 d" F,� � fv�w i-" 'n 1 N INS€�'ECTI��KI ;., THE Araxa�3Vr= :^C..Arwl; II~tl;) -NS. THE SPECI�,I., _ +.: 4C4"ROVED BY THE BLDG, OFFICIAL, Q' 1p �l1 s� ,�d�'X ,• III Z !� pt k; LII IN 4t I f ,F t� .tae NO. �}/J'{/JI� ��yy 2q%Y/a Iii myt � 1 CWXK " X O PV' DATES Ong 6=MMMMWMMMMMINO Q - J ^ F IRfir✓"7 y d�A^^nw' Ma, , -e,1 oam Cdr IN. I :,X, ndWYYa• �� .�1 ime. OF l'I"ll. 'a� +ItldLL'WN'JCUr. , •• �l1 JL g—p SA GUT JONTS SAW C IT JOINTS SAW CUT JOINTS SAW CUT JOINTS SAW CUT JOINTS !34111 CUT JOINTS 5" THICK CONC. 51.45 WITH 03 SPACED 16" O.G. EA. WAY ON 2" CUSI SAND mammammam ON 18" THICK COMPACTED 6ELECT FILIM . OR R.Xm ELEV.11 iW' =O" Q a B +SALU SAW CUT JOINTS SAW CUT JONTS �� Cut O" �� SAW CUT JOINTS r SAW CUT JONT$ SAID C= JOISr1T$ I1 99' ,V FLR ELEV. 99'- "FLR EL V, -ID" FLR E EV. 99' -e" LR E EV. -e" F R .X I SAW CUT JOINTS SAW GUT JONTS SAW CUt JON" SAW CUT JON" SAW CUT JOINTS SA11) CtiJ'i' JOINTS e" 4' -e" LEAVE OUT 1 F4 L KOLO Kfy J of 0 "rylp. 25,_o11 FOUNDA NORTH $GALE: 11811 , 11 -0" r LON 91 215 well r mmar i FLR, EL%V. 6N � �u• 11 2Fi 1 � ®11 r- -I Ir I 25 on pt cc-AST �couUC�� paar�.s �Na�r�r�r�o a� $71�F1E6 �.Y. �•�:I�:�.ST pAJ� CtsM17Ahiy CONST CT I O 1C)" I I w. , ! r I OONCRETE: A, CONCRETE $HALL BE PORTLAND (:Emm4T 6R �:ojA TO MEET THE p gMtRED 3�e..PA.l_ AT 281H 0A'Y -�_W. •.,. _,w•.,: MIN"JM C4MPRE66IvB 6TREhI&A. 5 SAcK6 OF 1"11X. M . Y�YYYW .Y�....Yngn- „WM1kX...r._r•, e•1.::. r a. B. C '""I SHALL CONFORM TO A'STH -CI5e, TYPE I. C. WATER USED I=t7R CONCRETE SHALL BE MtkED WITH 24” DfA, PIE 3lc�N 13i r1. MEAN WATER AND FI"'EE FROM IN.OURIOUS AMOUNITS ; OF oiLer ACLDB ALKALINE$ OftANIC OR C)THER -® FLR V. DELEtl=RIOUS 9UQSTANCEB —. D. THE CONTRACTOR SHALL. 1.18E READY MII CONCRETE. —i- _ A 9, FRESHLY POURED CONCRETE SHALL BE TAP'!tr-�ED INTO -1 PLACED 15Y STEEL. RAMMER, SIMICWG TOOL$ OR C.o'4G.- MACHANICAL VIBRATORS, LIN'TIL '664CRETE IS THo- S TF, P ROUGHLY COMPACT AND WITHOUT VOID. r°. CONCRETE SHALL HAVE A $LV P KAWsE C* 4" TO 51. zmm 1 SI o REII�OI�GEMENTB: M A. ALL REINFnORCNG STEEL SHALL, BE DEFORM TYPE 24" DIA. PIER 3` mt TSAR$ AND CONFO e1 TO ASTM -A 615, GRAOE 6e, 1.,R ELEV, MAC 90 IN THE TOP 1 1121' OF ESL.I 1 112" ON $OTH SIDES OF FOOTING AND CHIME x'33 INCHES FROM N WTTOM Or" ROOTI s, EXCEPT CTI-yElUSE NOTED IN 1 PARAtsRAPH f S y,� E, ,9 15. ALL TIES AND STIRRUPS SHALL' Cd' W"ORM TO THE : � RIzC�LIIIEMENTS OF ASTI 6s. ADE 4c. 4. G. REINFORC*EMMT STEEL, BARS 1A D W1mE FAF3mic SIj�4R6.L. BE THOROUGHL`! I CLEANitD ftTml VE' PIM I AMO 1 AGAIN ISSFORE tHE CONCRETE 19 ObLACED, 014AL..!- et � 2dk6 ' ACCURATELY POSITIONED AND #ECI IN +A METAL SPACE" SHALL ee USED tO $i*C:UqE THE N PROPtR 15RACING CF THV $TEE1;,, 7`l cs�^!"UPS ;•�•f.• LL. Vic: ACCURATELY AND SECUPEL�I W1 D TO BAIL ,n IT WT14 tOP AND t50TTOM: NO ' 1 II OR p C' Wv I MATERIALS MAY BE USED TO SLilPCi"I SHE STEEL O THk GROUND T IL L 24" bIA. PIE114 3�s "69Ll .�X um ,� ... -e FIMR. ELEV. 01 B MM, •° F _ ,xw M �w ILI1� P,ddlpo ..� o A =411 FOP M1 ` 1 I� " DIA. PIER 1316 •V"Flown EV/ DIA. 24" DIA, IN Not i as s co S 1 * r 1 , f , 1 y 1 I r � � 4" THIC CONC. sLAs WITH N3 40 16" OTC. EA. WAY ON 36" THICK C)MPACTEb SELECT #ILL SPE AL INSPECTIONS REQUIRED PEA SEC 3 W1 UI�IIFORM B I feN MID E FOR 4rommat LA a 4L S -- -. AND _' �ti jrI Y 1p`-01 INSPECTIONS SHALL SE SUBMITTED I� J..nING OFFI!'lAI_ . A FINAISIGNFD L'; 6 6 1 `` %,11 4. nF 8081 'OTTED, STATING T IliAT _. ' �!J`1r •���� j..• .. P'M� 41 d" F,� � fv�w i-" 'n 1 N INS€�'ECTI��KI ;., THE Araxa�3Vr= :^C..Arwl; II~tl;) -NS. THE SPECI�,I., _ +.: 4C4"ROVED BY THE BLDG, OFFICIAL, Q' 1p �l1 s� ,�d�'X ,• III Z !� pt k; LII IN 4t I f ,F t� .tae NO. �}/J'{/JI� ��yy 2q%Y/a Iii myt � 1 CWXK " X O PV' DATES Ong 6=MMMMWMMMMMINO Q - J ^ F IRfir✓"7 y d�A^^nw' Ma, , -e,1 oam Cdr IN. I :,X, ndWYYa• �� .�1 ime. OF l'I"ll. 'a� +ItldLL'WN'JCUr. , •• �l1 V " SAW CUT 5" THICK JOINTS IN SLAB GONG. SLAB * SEAL JOINTS - �!!lIII- 11- llil� -�Illi � SECTION 10 (TYPICAL) - 2 r s4 TOP s 2 -•4 MID 4" THICK CONC, SLAB W/ • 3 • 18" O.C. EACH WAY • 3 TIES —/ SPACED 30" O.G. SECTION '11 2" THICK CUSHION SAND COMPACTED SELECTED FILL ceef Moe _81PANT1 NoIW 2111104 SOT 4" THICK CONC, STOOP IUITH 3 • 1611 ON CENTER EACH WAY II'1 ' " \ r * $ GRADE ..% : � = \ III .4Y• \ 2" THICK CU$HIOH SAND ', „,: \ me ..4 NOTE: VERIFY HE*W OF STEMS WITH FIN18W GRADE r zi F.� w Im” SECTION s 150TT40M OF ,BEAM OR TIL WALL (TOP OF PIER) I iY 4 I I 24" DIA. / CAGE 20" 5 - • 5 INERT: WITW + 3 TWO HORN # 18" ON r(' CENTER W/ 18" CAGE �% y 31 —f — — GREYISH -DROWN I 1 . SAND" CLAY I .a I I � • ;wjn METAL --� 41-®" � 5��1//21' F"�RECAST CONCRETE .... PANEL KEY DOWEL i T �" A 0 , n 6- • 4 HORIZ VAO" LOWS (TOTAL OF 6) 3 •5 DENT TOTAL OF 6 "' 24" ROMD PIER SECTION 4 (SEE DETAIL -3) 5 1/20 PRECAST CONCOST'E PANEL LEAVE 011T KOLD • 3 DOWELS KEY JOINT 16" ON CENTER x4" I 6" VOID ECTION 12 mmnrnlal�- KOLD KEY I I f fl r. I 1 i I.i-' TI- -- r 1 -6" L L *1s old z 1B" O*CY CAGE. Is" STEEL COLUMN 6 I I f 24" PIER WITH I I 6 -' 5 vew,, WITH I • 3 TIES WdRIZ. 40 I8" ON CENTER 2011 CAGE r w —r r — wm EEO 021 rrr a FOUNDATION DETAILS 11 L 12" x 16" x Vi" BASE IOLATE W/ 6 -tt" x r -0" LCs1*LSON STUDS TYP. /• r � ^� , t C t SASE PLATE I / 44" PIER w, X14 X14" WELDED CUP AkGLES ". CAST CONC. PANEL [DETAIL 1 ape ;: I1 I. r It" X16 "x+2 "BASE � ti PLATE .MOA --24" PIER ,I �PraE =CAST ICG�IC. PANEL (`TAIL 2 L1/2 I DOCK " k 4" X 8" PLATE «3 Ir 16" O/C — m,4; I SECTION 6 (TYPICAL AT OVERHEAD DOORS AND 3' -0" i Pnvc Mj. Q _y �n DETAIL 3 5 1/2" PRECAST CONCRETE �NPANEL 4' -VIII LEAVE OUT COW, KOLD KItY 1 I • 3 DOWELS • 16' ON CENTER I METAL KOLD —, — ,18" I KI:Y JOINT �11 SECTION 7 FR 6, GRADE REVISIONS qqJ ,,,.t,� r' , w.r I �I Nil i Jul Lb k a z^ O I idB No.�r2.��4-2� �y i C _ JET •�Y•�'�•y .1• q � . �Y.�.e too E ii.1 1� td SI�EE'T` �0 OF 3 I\ �n DETAIL 3 5 1/2" PRECAST CONCRETE �NPANEL 4' -VIII LEAVE OUT COW, KOLD KItY 1 I • 3 DOWELS • 16' ON CENTER I METAL KOLD —, — ,18" I KI:Y JOINT �11 SECTION 7 FR 6, GRADE REVISIONS qqJ ,,,.t,� r' , w.r I �I Nil i Jul Lb k a z^ O I idB No.�r2.��4-2� �y i C _ JET •�Y•�'�•y .1• q � . �Y.�.e too E ii.1 1� td SI�EE'T` �0 OF 3 r 4 t I s k 3 2bl'0r 2501 2biwou 2561 r&P op l*ANIt Ls ?.off oi CONSTRUCTION NOTES STEEL RAMINGI A. SHALL CONFORM TO ASTM A -36 AND THE STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION EIGHTH EDITION Be WELDING SHALL CONFORM TO AWS D161, STRUCTURAL WELDING CODE, LATEST EDITION, WELDS NOT CALLED OUT ON THE DRAWING SHALL BE 3/16" MIN, CONTINOUS FILLET WELDS, WELDING ELECTRODES SHALL CONFORM TO AW$ A5,1 OR A5,5 E70XX, Co ANCHOR BOLTS SHALL CONFORM TO ASTM A -3b FOR HOOKED ANCHOR BOLTS, AND SHALL BE SET WITH RIDGED TEMPLATES, D, ALL FRAMING MEMBERS SHALL BE SHOP— FABRICATED FOR BOLTED FIELD ASSEMBLY, UNLESS NOTED OTHER- WISE. ALL FRAMING MEMBER BOLTS SHALL BE HIGH STRENGTH MEETING ASTM A -307 OR A -325, E, ALL STRUCTRRAL MEMBERS SHLL BE CLEANED TO REMOVE ALL DIRT, GREASE, OIL AND LOOSE MILL SCALE, AND GIVEN ONE SHOP COAT OF PRIMER PAINT, PRIMER SHALL BE EQUAL TO OR EXCEED THE END PERFORMANCE REQUIREMENTS OF FEDERAL SPEC, TTP -636. ROOF PURLINSI A, ALL ROOF PURLINS SHALL BE COLD FORMED FROM STEEL WITH A MINUMUM YIELD STRENGTH OF 50 KSI AND WILL CONFORM TO THE PHYSICAL SPECIFICATIONS OF ASTM . A -607, GRADE 50. NOTESS 1, METAL BUILDING. DESIGNED AND ENGINEERED BY METAL EZILDING COMPANY 2, METAL BUILDING 15 DESIGNED FOR 130 i" IPi-k WIND AND EXPOWRE "C" WITHd NO REDUCTIONS 3. DES16N LOADS: THE STEEL FRAME SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING LOAD COMBINATIONS: W + D di LL W + D D *LL TYPO IdD GiA. W/ 2 di MACH. DOLTS i4" /2Nd X 2 141 MACH.150LT BRACZ 1 i X 11/2" X 1/4' f tMod X 2 In" MACH, DOLT IBM A CE DETAIL REVISIONS NO jib C4 r F� w n u .....- ...A . _ ffir • Did • i i khN' dim JOB NO /p� 200 4edi 1/1 Wd sYi JLT CNEM !v pAil"E. _ died i y.��ii Ni..�.i uiu• EDWARD FAGGE .9s..., $72091 ,. 6/9Iov SHEET i co fum vid d r 'ti 1 !4 hQ d{ JTER CUT 0Mces Ddo 17 m� VALE ©Pfics or ica Ctoest WG-i 4 LAVA v Ili Tom. FLUM511ING FIX TURES MUMISIM WCA EaJAL TO GCE: NM WYh'IONT 18"f WATER'C.LOW I LOI7*ATEDMM4 OPEWPR[)W SEAT434CIM 1. ALL P I�1111W8 15 SG1P11:D JbF+ALL 0A Flt}4MI"D COMP E1"E W'i'W ALL LiIGizCiI~iCs ? "w UNrr 6HALL MEE PJWISMM WITH ADEQJAfE IPPICIENT LAW I C.OUNTEI�'d MC7lJh1T�D LAY�4TORY- MARSLI* l`INISH TOP, SPLdBH BOARD ANU I�C71+IT, 34" AFF. AND CI'rYourATEE AND NATIaNALT L PL"MCsI aODE0S 4ALL BE MET 15Y I�rcAT,cN CONTRACTOR I UR -I URINAL "FaJAL tO MANE MODEL NO. 1-109 MANHATTAN COLOR Whim E, FLUSN VALVE SLOA14 `ROYAL" Mft (3/4 ") LfCENSE$► Af I r ' 1. THE C6NT'RACT6R SMALL PAY FOIE ALL PLUIDISIG AND MWER PERMITS ALL WORK 614ALL Ca*OW Tb THE PLU"O NS CC7DES AND THE t NWOW I'BUILIDWMS CODEsk• I E 26 ALL HOT WATER PIPES r' 44LL w INw. AT =o with v2m pin INBIJLArION L -- - - —- IMII#MRAG. FIBERJ I I 1 I I I I 1 r , r ELE w 4TER r I to R N ATTIC E { 1 I `I E I I I I r r I 1 I Operation 4fifice I WAREHOUSE I I I I I I l � era, 1259 6Q,1 =T. f KiLcXxdn I I I I I , I I 4" lull r I r _ I i i I I I 1 1 I I I r I 1 � I I , I r I I I I i I I I r r I I i r I I i I I 1 i I I I I I I I r I I I I I I I ! I I I I I f I E I I I 'A - rmwms I N_ N01RTH SCALE: 1/S" • I' -O" C )N BETE. DOCK 46" AWVE PAVING 21/#" HOT WATLR-llllI ` F' VALTV WAtZR PtEQttS � D 1,4CrtR4M I mull u, Flu . ■ -. r �r w .r LN .fir TANk COLD WATER 3/4" PELECTRIC WATER WEATIER x 1/2" W.B. DRAIN _s --SIN. FLOOR Ll1 J .� ITI'IS DErPTIOW DESCRIP'I ION NU BERG MJ AG11]Nk1 =R VA M W EI, K o MODEL NO., G `667 3 0 cdPAClrr d1ALLONB � RdCOVERY GPW AT 40 RISE VOLTS do GEI"CE ELOCTRIC WaTTB s, b� _• ` L�lION FLOW �.•.MN�� r�I sm a 4m .VYr �.. � u.. 1 r .N rw r.�11Y' Alp - r M111Y p, 41 - ..- ...x__.1...,_ ..-. x A, e I Flu .— .I�Wr.ur•.V.Wae...rlrW.r.n�r .,....nr ..4.p . n ._ ...n..a..�, ..r.,,. wx.•.Y ,..,.....,' 1 V/ o r 1 "Mill �7 dn,.,.. jam N r A /NrNry r�' n I1ti�litijArNNr��N�N'�61ofi#�.•sV !r~�NrN1NIN�r 8Et PLAN ! R ~"- --1/40 YA$tD bi# OF PIPE WA GRAVEL DOMESTIC WATER VALVE 6OX SUNK W t SR C x W TE PAC? � I=INIs�HED } CAST IDIOM milli LU OR Pvc n U CA AS" Bob a" PLAIN FOR � SIZE OF I°' PE DOUIBU5 CLt:AN OUT n CAWXMG ftRI JLE I COWTEk Id" X Id" X 6" D OAR SIC 60pa U min daNGfR>? I PAD I O!� Ct'rirEllt �Mr GRADE :DCA SEALANT 1HDI '" r - ids Now 200443 ■ um. ■ JET CWCK BY JET TEx Illlll��r - A.y . LEGEND CCILYD MM" LINE W - - Hdrt WATER LINE 86 8.*ITARY 8kWER LII 4CME CO WIIJ IT14 NOK IdEMOVAC LE VACUUM ISMEAKER cco �ennpy�{ V&SLE CLEAN ow IhD ® ALL FLOOR DIRAMb URT14 TRA16 AND f"f�t'IEfRt _ 4"v a NO*1W 1 w _ TO wm QC 9 u -^. n O SW Q 7v TO wm 1 9 u -^. SW I .r M k� PP it LAE• r } CONSTRUCTION NOTES r + ' • Ir 1 • M 07 ' — r / =tr — + ♦'■ ■ r XjMrI rC I,ar A - - Is '.r r - • - Ir ad MI - it -. f • rr r r w r— w —-•— i • r - r JIL 4. ALL GY67EMS GWAL.L ME GROUNDED IN ACCADFCANCE UTH THE NATIONAL. ELECTRICAL CAME, ARTICLE Nov '.I - - iiiiiiiiiiiiiii r Ir . - - • [PrdP AIL I I Z411II fil f I r - A d 1111 • r NZ61W4 - low • — I ++, — r WI AN I In • 1} lie ALL OUTLETS SWALL IM WTAwLED AT 12" 3• FINISHED FLOM E - ♦ ■ 12w THE FINAL LOCATION CP ALL tl! • / LIGHTS TECnMtAL } } IPA] - -� • ism, • � do a PIT, r , r WK -. ■ r lop -. �1tr =fir • Ir - - r r- r r r r 6W ar r - I r — I rI � I■ J Ir .w "air I �I � ■ I I r .i • r — i i 1 C r I IY r / I r N • Ir • � �. - r r I r! - - r' I Ir • LEGEND DIIPLIo)C}}��IIECi+ P tACLIe WITH: Gm90 m �i✓ 11.2111 AI Ic c UINIMR WIG W POCEPTACLE WITH GROLNO . 3 THREE WAY TOGGLE 6WITCH, MOUWMD 41-®" A BI T046LE WALL SWITCH, MOINMD 4t -0" AM ® 290 WATT (HID KwOODLIGMT) MMUL 50 120, 1=PI MkLITE GAT O'LIIIIII u LAMP TYPE PL'I-ald S" © EX T LIGHT, GwaLE IMP LE 11WR8 EXIT LIGHT W" k 48" (4 -40 WATT LAMPS) IpL[LIRE- SCENT LIGHT FIxruRP. BuppAcE ACRYLIC LIGHT WITH PRIbMATIC LW* c ;VM W X 40" (2 "96 WATT LAMP) LIIGHT PIXTEIRE P� 50 WATT NC.ANDESCONT LIGHT LJ � � t _ � �r ♦ r r REVISIONS i— f c+1 N I IE 4 q. .i i s 1 I I I Ir I JQd Nov 2@O4-23 JET CMECK MV JET DATER (o-c3-2004 SHEET NO. OF 2 of OL GQri15Tfi Wc,tlbN NbTE6 i 0 ►Si n • I RNqL< =� I EJ *0 g I!.:-* &JP FAdE MbWED 115" X 19)" X 216 WA'tT Mf!RCLIRY Vol L16HT OIXTURE • R R. ill eel iv" X 48"%moj 2 - 40 UTATT WALL MOUNTEb FLUOPOE9GENT WGHt FIXTURE dXNAUST OAN V M40 Tb 011 ' SIC�E 240 X 48"k 3/6" THICK &MOENdED FILE . bEILNG WWAtE MOUNTED fEE I4VAIONS W V L3 * A rr � R � A r + VI � n _ � hex` - PATES SwItEt N6. 0 A ! * LCX:rATION s If VICINI NORTH N 64d 410 (#IRS T*4Ct) ABC, STONE VOL. 2d09, PCB. 23 D* D *d.T. 116'X is, d:mu- DU IMTE#? !UI`fN WOOD FENCE (PIRSt Tr OACt) AaC. STONE VOL: 26ft, PG. 23 j711110t .b460T. 04,SRPE�0 EL ' C'1,R1G L.14�1� MdLU 4' -0" CC 04CR TE SIbE dJALk 1 � � 1 Z �. ..� r.. r j nor � 16, uto ohm .r. r. .rn L .... ..� .L. I .... ..N wL �. +nJ_ rr 4. not 4. w.. dl.. � . 1 2V OFFER YAF!'1MSUILDiNCs SET *ACk I 1 1L4 1 1 LG�' iR, BL6CI[ 1R I � fOAVE6TOWE 11%bUSTRIAL C-AS eT A, SUDS SWcj PALTacvT. NORTH SCALES 1" i 1 1 �j1 I bI S �I cn w C) POO vo s 36' X &V . 2, 100 sits PLAN SCALES 1" i 1 1 �j1 I bI S �I cn w C) POO vo s 36' X &V . 2, 100 SQ PT. EgUILMN6 NEIGH'S 1614PIVp kUA1�E1.1 7U8 1'i, Ste, PT, MA WO WI - 9) dwide e*AdE 21200 ea, Ir, epAkKNG -1) PUtU4 BLDG, ,„wa,.: 2, kDO 6a FT: (PAW%WG - 1) F,�VI�JIpN� f M , • E 7 e� r F "I I + i 1� e I C4rilSTPldGt f C)N NdTE6 1l S4" #404 LOW NAltC> MwASTIG COW*R TOP. is. Irl V-&� + '7 �za Qg� LLJ FLOOR DATA IV • M 4 - 1- JtT , OATEs 6 - 3- 2,184 ed .... G�9�o4� •M DOOR AND FRAME SCHEDULE NO. DOOR SIZE FRAMES 'AMES HARDWARE '' MAFRKS DOOR TTyrts I w do r w ■ • I 1 2 w r 10 � w � i w I 1 2 � • ♦ � r C7 + i 1 w 5 3' -0" X &' -S" X 1 3/4" METAL 1121 E 6 3' =0" X &' -S" X 13/411 �j(�� 1� METAL 1 113 rt 3' -0" X 6' -8"' X 13/411 HOLLOW METAL 4 1 1 E 9 3' -0" X �i' -$" X 13/411 HOLLOW METAL 4 E S,1013'-011 X 61-81' X 1 3/4" SOLID METAL 1 3 7 11,12 3'-O" X 96'=S" X 13/4" . SOLID METAL 3 1 15 3' -0" X 6' -S" X 13/4@1 SOLID METAL 1 3 6 E 1415 3'-O" X b' -8" X 1 3/4'f SOLID METAL 1 1 3 E 16 2 -1' -O" X V ow8" X 13/4" SOLID METAL 4 5 D 11 op s,60 X I AA -0"" ALUM IMETAL 10' -0" X 10' -0" ALUM METAL DOOR AND FRAME SCHEDULE NO. DOOR SIZE FRAMES 'AMES HARDWARE '' MAFRKS DOOR TTyrts I 2 -t' -0" X T 0" X 13/4" CsLASS METAL 1 2 6 10 a 2,i,4 3' -0" X T 0 " X 1 3/4" METAL METAL 1 2 1 5 3' -0" X &' -S" X 1 3/4" METAL 1121 E 6 3' =0" X &' -S" X 13/411 �j(�� 1� METAL 1 113 rt 3' -0" X 6' -8"' X 13/411 HOLLOW METAL 4 1 1 E 9 3' -0" X �i' -$" X 13/411 HOLLOW METAL 4 E S,1013'-011 X 61-81' X 1 3/4" SOLID METAL 1 3 7 11,12 3'-O" X 96'=S" X 13/4" . SOLID METAL 3 1 15 3' -0" X 6' -S" X 13/4@1 SOLID METAL 1 3 6 E 1415 3'-O" X b' -8" X 1 3/4'f SOLID METAL 1 1 3 E 16 2 -1' -O" X V ow8" X 13/4" SOLID METAL 4 5 D 11 op s,60 X I AA -0"" ALUM IMETAL 10' -0" X 10' -0" ALUM METAL NOTIE.m ALL SOLID GORE WOOD DOCMS A -i -; - r _....11� 10, 14AFP -14 �►..... yt =►'l:. _ ti.f ..X.1`t.. -."PY 0 i pq �• r 1 00 Q O DUf'CH DOOR DOOR TYPE SWE 1/4 b tq 1' o� FIN_ FLOOR momm uio 11611al ram jwiym Al 1/4'' T4 TEMPE$ CLASS C l 1/4" $ I$.on nUSH WOOD VMS goo :8 1 a �7 ON OF CONSTRUCTION NOTES DOOR HA 1. DOOR SELF CLOSED:, EQUAL TO NORTON NO. 8301 H, COLOR DARK BROWN 2. PANIC EXIT DEVICE, EQUAL TO YALE NO, 2000 BRONZE WLOI 3. DOOR HANDLE WITH Lam, EQUAL TO 'ALE 6ATIN C 4RO"'1E 2160 NO. AU540'1 4. DOOR HANDLE NO LOCK EQUAL TO YALE SATIN CWROME 26D NO. AU5301L -26D 5. SECUFet ONE LEAF WAFLUSH WITH StILE 6. ALUMINUM THRESHOLD• SADDLE TYPE 1/4" X 4", EQUAL TO (NC�P) NO. 413- 12" AND 413 -36" to MALL BUMPER STOP 2 1/2 t" OIA CHROME NO. 260 S. BULL PLATE 11/21, X 15"X 0050 CHROMIE NO. 260 PUSH PLATE t 1/2" X 1s" X .050 CHROMIE NO. 261 9. DEAD BOLT i.00K, DOUSL.E KE'r 10. EXTERIOR PULL HANDLE REVISIONS NTS 602S4 0 w c k m o ..) " s _1 ,V TOP QFTEAVE -STRUT Mumma , 5V2" THICK PRECAST CONCRETE PANELS- WALK I A I I ` COUNTER FLASHING EQUAL TO (FRY "P" VINYLOK FLASHING RETAINER CONY, FLASHING WITH IY X 26 GA, R -PANEL /rImmu seR CLOSURE METAL ROOF WITH R -1l VINYL INSULATION ZEE 2/2j1 X S" X 14 GA_ METAL FURL IN IGID FRAME 1 *)c 2' X 114JI AN <4 UcS 074 s1rNE 5vLTr.t> Ta cr t t p' A. NCatIY5 11411 -MAC -N R—Il INSULATION II L!i 24 "x48" BUSP. TILE !I CEILING n !I n -11 INSULATION h II It $/8" THICK G'Y'PSUM BADS, II !1 2W X 24 GA. METAL STUDS 11 8PACED 24" ON CENTER !1 mmmmm�m AIR SPACE 1! ry4" VINYL BASE SECTION 1 SCALE: 1/l" It 1' —O" @I 9 s A Itg" X 26 GA. R - PANEL METAL ROOF WITH Rotl VINYY MSULA.TION ZEE 21/2" X 8" X 14 GA, METAL PURLIN STEEL COLUMN 3/4" 12" ANCHOR BOLT EACH SIDE OF COLUMN SECTION 5 SCAL 1/ " . 1' -m" STefpL k t(gLD FRAME EX'T'END METAL 5AACE TO BOTTOM OF PURL INS EVERY ro -O" ON CENTER RAT INgWLATION 24" x 48" SUSP, TILE CEILING S/8" THICK GYPSUM DRDS. i OTH SIDE 115/6" X 24 GA. MAL STUDO 6PACED *w ON CENTER 4" VINYL PARE CONCRETE SLAP —. �.mb mI ... r. SCALE: 1/2" • 1'-d0" IY X 26 GA. R - PANEL METAL ROOF WITH RAI VINLY INSULATION ZEE 21/2" x 8" X 14 GA. METAL FURLIN a 24" x 48" SUSP. TILE CEILING y OFFICE ip 4" VINYL lv2" X 26 GA. R - PANEL METAL ROOF WITH R 401i VINYL INSULAT'ICN ZEE 21" X 8" X 14 GA, METAL PURLIN COUNTER FI,.ASHINCs EQUAL (FRY "P" VINYLOK FLASHING RETAINER RIGID FRAME SECTION 6 SCALE:' 1/2" ■ 1' 4SP0" EXTEND WALL TO 180T7OM CF DECK :-VF- 5/8" THICK GYPSUM SRDS_ TYPE -"X" BOTH SIDE 6" X 20 GA, METAL STUDS BLOCKING 1 b" X 26 GA. METAL STUDS SPACED 16" ON CENTER b" X 26 GA. METAL STUDS SPACED 16" ON CENTER 5/8" THICK GYPSUM EROS. 11 • "X" BOTH SIDE FULL ZATT R - IS INSULATION 1rI :ti FLOOR TO REAM n/b A 1 L^ _ f Mf 11 _ 11 ..111 III" X 26 GA, R - PANEL METAL ROOF WITH R -11 VINYL INSULATION ---� PUDDLE WELD ROOF PANEL TO PLATE ••- CONT. GUTTER TOP OF E AVE STRUT PLATE 1/2" X 51/2" X 14" WITH 2 W l/2" X 8" ANCHORS (PLATE SPACED 4 11010 ON CrENTER PRECAST CONCY. PANELS COUNTER OLASHINIG EQUAL TO (FRY "P" VINYLOK FLASHING RETAINER --N, ZEE 21/2 " X 8" X 14 GA: METAL PURLIN WAR bit X13j'XV2 "J CCSNT. ANGLE Cr- ... - 5V" THICK PRECAST 00INIC1ETE PANELS USE SECTION 4 SCALE: 1/2" p_011 " 3 0OlW1EL 6 18" ON CENTER Q REVISIONS i. -b... f A r Frr im t�l r � A w .Y � A 1, • 1� it I i I`I1.1111��1�1. JD114 Nov 274 -23 DRAWN BY: JET CEgCK BY AT DA'Z'E. Lj b- 9 -2P�J4 ', d �A.,,. Y, .,,•• •igY�i'`�•�,�1Yi� •.I Y'�Y YkyT�. 1 IM10 •r N1111541 YHYHµ YY SHEET N0. C]F � KEY SECTION 4 SCALE: 1/2" p_011 " 3 0OlW1EL 6 18" ON CENTER Q REVISIONS i. -b... f A r Frr im t�l r � A w .Y � A 1, • 1� it I i I`I1.1111��1�1. JD114 Nov 274 -23 DRAWN BY: JET CEgCK BY AT DA'Z'E. Lj b- 9 -2P�J4 ', d �A.,,. Y, .,,•• •igY�i'`�•�,�1Yi� •.I Y'�Y YkyT�. 1 IM10 •r N1111541 YHYHµ YY SHEET N0. C]F � c�v s 1 0 SCALE: V8" 1' -ID" U 0 4 P e 11. —�tl _ IIlSF -�II Y1fV/ in 16/ � m 0 SCALE: V8" 1' -ID" U 0 4 P e 0 = IIlSF -�II Y1fV/ in 16/ � 0 21' -I ST ELJ A A A A A A A III A 21' -7 V2" 21'- "I1/ =" 21'- ,1._11 2P -"lv :N 21' -"I 3/4" IO I9 I2 0 1 C4 13 14 �� �6 17 18 a 16/ � - 21' -I ST ELJ A A A A A A A III A 21' -7 V2" 21'- "I1/ =" 21'- ,1._11 2P -"lv :N 21' -"I 3/4" IO I9 I2 0 1 C4 13 14 �� �6 17 18 a 1 SV2 TNK PRECAST 1 I CONC. PANELS 1 ' r I , _�.___ -___ _�.___------ ____.�- �._.�_ Bea e�._�._.�_______- a B- _ a 1- ¢I— II 1— A !— N 1. !— N 1- N 4t. !I ,— 0 1 -g It ' 11' -1fd" 3' -du 61 -Sys 11 r 0[ 1 .4 _ FINISH FLOOR N 7' -il 3/4" 3 -4" 9' -I ®" 5ta" TWK PRECAST I CONC, PANELS � � P 1 I it 1 � f e = s JIL 21' -I ST ELJ A A A A A A A III A 21' -7 V2" 21'- "I1/ =" 21'- ,1._11 2P -"lv :N 21' -"I 3/4" IO I9 I2 0 1 C4 13 14 �� �6 17 18 a r.l 21' -1 31 I9 SCALE: i /8" . I' —mN A A A A A A A A 211 +71/x" 21' -i 21' -IV2" zm 21 sz 21' —II/L 11 23 1111 A i 11 24 _ Q �� ss llCo 0 rt Q m IL 1U �F2A% A— C6X8.5Xm' -p "LONG WITH 2—lWz" X 1' —m" LONG NELSON STUDS D - 4 X 6 X 3/8" PLATE UJITH 2- 3/6" x 4" LONG NELSON STUDS X (o X 3/6" PLATE WITH 4 - 4" LONG NELSON STUDS NOTE: CONTRACTOR SHALL VERIFY LOCATION AND SIZES OF OTHER EMBEDDED PLATES NOT SHOUINED. 1-• 5 PERIMETER 2—O I F I I I PERT. I I - I ' % `. I B — E ' ' — — _2_19 5 WORIZ. I E I I i i LONG I � I c CENTER REINFORCING: +� 4 12" O/C EACW WAY ' I " 3 DOWELS I , +� 16" O/C I I 40, 1 2- 5 WORM , ANN _ A 5 4' -fin A LONG TYPICAL PANEL (PANELS ENGINEERED AND DESIGNED BY OTHER) 'E o ® Q o 0 Cd SPECIAL INSPECTIONS REQUIRED PER SM 3060 1991 U01FORIQUILDRiG COE FOR � IL tIqlmd% �Nft JA WENT 1000M AND _ _ _ G) nI°a) ',rblC INSPECTIONS SHALL BE SUBMITTED ID I.. 1, , 1LOING OFFIC,AI_. A FINAL SI+GNED Ci E P J,F'l `. 4- iAL1.. ICE: SUBMITTED, STATING THAT Gels ,d aIAL. INSPECTIONS PANELS VIEWS PROMIN609WAVEMMED PLANS AN THE SPECIAL. IN;C'i "rm�cr roA o HALL PE APPROVED BY THE BLDG, OFFICIAL. NOW SCALE: Ir8" . 1'_MII �A o I REVISIONS cn lu ommumul V! ~ 4W 1� r O W N O p z 4a x IT u Lu r 0 > W N 'Q OL 0 1 SV2 TNK PRECAST I CONC. PANELS 1 ' r I , _�.___ -___ _�.___------ ____.�- �._.�_ Bea e�._�._.�_______- a B- a 1- ¢I— II 1— A !— N 1. !— N 1- N 4t. !I ,— 0 1 -g It ' 11' -1fd" 3' -du 61 -Sys 11 r 0[ 1 .4 _ FINISH FLOOR 1 it 1 r.l 21' -1 31 I9 SCALE: i /8" . I' —mN A A A A A A A A 211 +71/x" 21' -i 21' -IV2" zm 21 sz 21' —II/L 11 23 1111 A i 11 24 _ Q �� ss llCo 0 rt Q m IL 1U �F2A% A— C6X8.5Xm' -p "LONG WITH 2—lWz" X 1' —m" LONG NELSON STUDS D - 4 X 6 X 3/8" PLATE UJITH 2- 3/6" x 4" LONG NELSON STUDS X (o X 3/6" PLATE WITH 4 - 4" LONG NELSON STUDS NOTE: CONTRACTOR SHALL VERIFY LOCATION AND SIZES OF OTHER EMBEDDED PLATES NOT SHOUINED. 1-• 5 PERIMETER 2—O I F I I I PERT. I I - I ' % `. I B — E ' ' — — _2_19 5 WORIZ. I E I I i i LONG I � I c CENTER REINFORCING: +� 4 12" O/C EACW WAY ' I " 3 DOWELS I , +� 16" O/C I I 40, 1 2- 5 WORM , ANN _ A 5 4' -fin A LONG TYPICAL PANEL (PANELS ENGINEERED AND DESIGNED BY OTHER) 'E o ® Q o 0 Cd SPECIAL INSPECTIONS REQUIRED PER SM 3060 1991 U01FORIQUILDRiG COE FOR � IL tIqlmd% �Nft JA WENT 1000M AND _ _ _ G) nI°a) ',rblC INSPECTIONS SHALL BE SUBMITTED ID I.. 1, , 1LOING OFFIC,AI_. A FINAL SI+GNED Ci E P J,F'l `. 4- iAL1.. ICE: SUBMITTED, STATING THAT Gels ,d aIAL. INSPECTIONS PANELS VIEWS PROMIN609WAVEMMED PLANS AN THE SPECIAL. IN;C'i "rm�cr roA o HALL PE APPROVED BY THE BLDG, OFFICIAL. NOW SCALE: Ir8" . 1'_MII �A o I REVISIONS cn lu ommumul V! ~ 4W 1� r O W N O p z 4a x IT u Lu r 0 > W N 'Q OL 0 WATER GUT OW VALVE 1 I/2" WATER L � 4" SEWER LNE U Qv I Z H c� W N� LLJ Z 0 C7 Y ~� SO Z W ZS m W gpw Viz= _; Lim. w t� V N � T �l �J n u OL cl r r JOB we 2004 -23 DRAUN IDY: C�Mdc BY DATES 14 2004 dW .�, NAIr .., .. .. 15373 a'00 00 44;00 ` w{"� FN ° v, 26 tolVi a e44EEt NO. LI [l V " SAW CUT 5" THICK JOINTS M SLAB CONC. SLA 4t SEAL JOINTS "II�im SECTION 10 (TYPICAL) f r444AL. __- rT 40 1140 2_04 TOP 4" THICK CONC. SLAB W/ 0 3 f 18" O.C. EACH WAY - • ¢ m MID eft a 3 TIES SPACED 30" O.G. SECTION 11 r"Y 2" THICK CUSHION SAND �- COMPACTED SELECTED FILL vut4VAaTt 2- 0 4 BOT 4" THICK CONC, STOOP 2ATH 0 3 • 16" ON CENTER EACH WAY 11" X• r.... • 04 F GRADE :r. . a 2" THICK CUSHION SAND � � a .r, 4f � II NOTE: VERIFY HEIGHT OF STEPS WITH FINISH 10„ GRADE SECTION 3 �4 i i' slur BOTTOM OF SEAM OR TIL WALL (TOP OF PIER) f I 4 — — � 24" DIA, I CAGE 20" f 3, rt 3" T4w& 4� L I } w � r• r 5- 0 5 VERT. WITS! 0 3 TIES HOIRR,Z IS" ON Cg NTER W/ IS" CAGE GREYISH-BROWN SANDY CLAY 4' -0" 5 1/2" PRECAST CONCRETE PANEL KEY KOLDJ 4 -04 DOWELS i r a Fv LONG (TOTAL 0 6) men � • 5 BENT TOTAL OF b � 1 E + _ 4mw r -� ��= Ii molm I ! I !f k r``•�I ! h, I r \� 24" ROLIND TI- _ 1 r PIER SECTION 4 (SEE DETAIL -$) 5 0 5 VERT, WITH 3 TIES HOAIZ +0 Is" OTC, CAGE IS" 5 1/2" PRECAST CONCRETE PANEL LEAVE OUT STEEL COLUMN KOLD KEY 1.3I' -b' Im ON i I I I f 24" PIER WITH I — •-! 5 -0 5 V w, WITH 1 I 0,3 TIES HGRIZ i 18" ON CENTER 200 CAGE SECTION 5 OVERHEAD moll ... - to FOUNDATION DETAILS Tl'F5. Ili x112 x I4" WELDED CLIP ANGLES DETAIL 1 12"x 16" x V_" 15ASE PLATE W/ b -" x 1' -m" L& NELSON STUDS r.-.r � BASE PLAT r `-24" PIER k 00 rY_ GAST CONC. PANEL [r� %' •.. ` 1�" x 1b" x ta" BAeC J 1 PLATE 1 ' 24 PIER PIEk DETAIL. - 2 caNC, I DOCK #" 4" X 8" PLATE 03 +0 16" O/C I$i, SECTION 6 (TYPICAL AT OVERHEAD DOORS AND 3' -P9" DOORS) KOLD KEY JOINT 011 POWEL6 lb" dN CENTER 24" Igo I 6" VOID SIOACE SECTION 12 s p M t COWL . Pry+ Mu `ll I �o�'►GR�.��:7���f�7�. Iot�A�,�j'JO�`1 PLUS Z 5 1/2" THICK PRECAST PANELS IiM DETAIL 3 8 1/2" PRECAST CONCRETE PANEL CONT, KOLD KEY I I 0 3 DOWELS • 16' ON CENTER f METAL I KOLD 11$" # KEY JOINT 6" VOID SPACE 8ECT1ON 7 CON(. PANEL FIN. GRADE u Y u REVISIONS MEN w:rrr✓r_.._.... 1w.r._rrrr.� • - s r - rr X 1too1J Q n U 7� h r Ilu 'Q F■N JET / JS ■ .,.irrr..._Y_..r..w EM 6=14004 . *.. be be* 0....x...00.. . I:D1ii�IRD I~3TT 166068:6640 0 •• •.. 4 0•....•..110 N LY..• SHEET N0. S2 0�' 3 5 TON CONDENSErR LINrr N SCALE: 1/8" = 1' — &' DX SPLIT AIR CONE 11TION ING UNIT SCHEDULE UNIT # DESCRI LION TOT CFM Q.A. CFM FAN HP COO BTU NG R HEATING BTU/HR VOLTS/PH MCA MCO WEIGH LBS REMARKS TRANS U.N.O. CU -1 CONDENS G UNIT/COiL NIA NIA NIA 60, N/A 20813 23 35 - TiA060 AHU -1 AIR HANDLER / COIL 2000 200 1/2 WA 17.6 KW 20813 43 45 -- TWE060 C wc CY_ "' C W Lu w 9 M Z ¢o, W a. l- z to co :z=� d um w— Q W VJ w F C DC Q h O L� ■ y I � f I 1 ' t I .JOB NO. 200443 MWN BY: ri C,WECK By JET PATWo 6 -9 -2004 OF r�xgs�f �* '•. �r aw ow FcOBERT FillAS i 15373 •��i JB 44 Ni O ��.: 1 Sj' •••• i A swsr=T 110. m 1 I i1� ='/GF1 EXTEND 308, 010(:&,, 3/4 "C. A —IC FROM 3P -60A. NEMA 3R DISCONNECT AT CU -I TO A- 311391AI. wwww r - - -� Cll -1 I I 1 A -2 A -2 A -2 A -2 Ii A -4 � GfficE A -4 A -24 A -4 i, r A -4 A -26 A -26 i A -24 A -6 II GFi'iCe '�" A -6 A -22 A -6 A -6 A -24 1011 1101 A -22 A -22 A -2® A -22 Oper6tior5 A -O ` OFFiGe Am& , A -7® OFfice A -B A -8 A 40 A -18 Kitchen A- 8 A48 I ns Wit. A -18 A -16 A-I1V `If' c A -16 A -16 AwIV A -I® A -16 Z AWU A_ 2 i i� 1 U I � I L- - - - - -- EXTEND 3%. 0813., I "C. FROM 3P -60A. DISCONNECT AT A44U -1 TO A- 38/40/42. Mrs A -12 PANEL 'A' A -I4 6T0R4rsE AREA 446111 A -26 I f I *4G" I 9 A -24 r •� - EXTEND 20121 012Cx., 314 "C. FROM Jmf5OX AT WATER + NEATER TO A- 341360 PROVIDE AND INSTALL LOCIC[..lT CIRCUIT BREAKER t A-2® I f48,1 ! I I i A -16 { +4S" A- 14 +4B" +46" A -14 A -14 A -12 I I i I I I I I I I I a I I I A -3@ A iw .AA X1.1 ►. .A ►, 'S" Y A -26 I I I +I I I I I PROPOSED OFFICE EWOUSE I 200 123 Ga I`T. I I 1 I I INSIDE I I i PANEL A 400A MAIN 301 ' 400 I SETS OF 4 #1 10, #H GROUND PER NEC I I I I I I A -3® A 4*0 4, w,*4SH A -28 c I ! k t I I I I OU IDE I 400A 'N3R - 30 F.Q. 3R tiw� A -28 METERING AS REQUIRED BY U11uTY CO. wwwwl 2 SETS OF 4 #1/01 #6G., 2 "C. 1 I A -3/'J I A -3® A 448" � +48" r CONCRETE DOCK 4&11 ABOVE PAVING A -28 44s" A -28 +48" GROUND A -3® X48" CONSTRUCT I ON NOTES 4 •'- r • • - • . r w w IN • ■ — . ■ ■ Op - - M ■ r 1 dli • - ,/ 'A w r « - A r■ r - - - - r r A .. w Ir •.- +r r - ♦ it "410 4dvp rw 40 s r - _:a■ a AN .. w. - w - = w - - w ♦ «- - - r r A s- • •: r r r — 4p 1p r - - = w ,r • r r - r ■ r' - r - « Y r r ■ : a • • - . -.. 10 _ - w. r r r r _ r • tr ♦ r �r r A ♦ ♦ A • r ti ■ . - r r Im, ORION — -. ♦ w ♦ - r « w • tr _ - w ol ;1 40 41P w i■ r r - -.• r r or w - .w r r - - r 4p P r r .w jW41P • • « r r r- • r r w- LEGEND i {4 ■ c r r - - rr ♦ - w r Ili •. 0 < z uj Lu W � Z � W d LOL Q � x- Z Q z Q c e cm N .,iminMsa r iii a� W V/ "F O r Iu m e, I. I z � • I II I im Now 2004 -23 amt" SYS PATE. '� M4 �Q� a� r�kt�� �✓ 14 - Y � �S If � f. ..: *r. R03ERT FiRIAS 010 15373 1: 4:x- .f 2, `3.04( 3I=EEt NO. OF 2 i PANEL VOLTAGE : 120 /208PHASE: 3 BUS: 400 A WIRE: 4 MAIN: MLO SURFACE SEC 10F 2 AIC: 10K LOCATION DESCRIPTION WIRE LOAD BREAKER CIRCUIT BREAKER LOAD WIRE SIZE A POLE AMP NUMBER POLEAMP SIZE DESCRIPTION L.IG"NG #1211500 1 1 20 1 2 1 20 720 012 RECEPTACLES LUGHIING #12115001 1 20 3 4 1 20 720 112 RECEPTACLES UGH71NG 012115M 1 1 20 5 6 1 20 720 121 RECEPTACLES LIGHTING #12115001 1 20 7 8 1 20 720 JL2 RECEPTACLES LIGHTING 12 1000 1 20 9 10 1 20 720 12 RECEPTACLES LIGHTING 012 10DOI 1 20 11 12 1 20 720 #12 RECEPTACLES LK#1IING JL2 1000 1 20 13 14 1 20 720 Lt2 RECEPTACLES LUGFfTING JL2 1000 1 20 15 16 1 20 720 12 RECEPTACLES LIGHTING #12 1000 1 20 17 18 1 20 720 012 RECEPTACLES LIGHTING 12 1000 1 20 19 20 1 20 720 14112 RECEPTACLES LIGHTING �,#121 10001 1 20 21 22 1 20 720 1012 RECEPTACLES LIGHTING I 12 10oo 1 20 1 23 24 1 20 720 1412 RECEPTACLES LIGHTING JL2 1000 1 20 25 26 1 20 720 #12 RECEPTACLES L*MNG In 1000 1 20 27 28 1 20 720 JL2 RECEPTACLES SPARE 1 20 29 30 1 20 720 12 RECEPTACLES SPARE 1 20 31 32 1 1 1 20 SPARE SPARE 1 20 33 341 2 1 20 1500 WATER HEATER SPARE 1 1 20 35 36 -- -- 1500 CU -1 2205 3 35 37 38 3 45 4128 MI 2208 -- -- 39 40 -- -- 4128 2208 -- -- 41 42 -- -- 4128 REFER TO SECTION 2 PANEL VOLTAGE: 120 /208PHASE: 3 BUS: MLO A WIRE: 4 MAIN: 400 SURFACE SEC 2 OF 2 AIC: 10K LOCATION: DESCRIPTION WIRE LOAD BREAKER CIRCUIT BREAKER LOAD WIRE A POLE AMP NUMBER POLEAMPS KVA DESCRIPTION SPACE 43 44 SPACE SPACE 45 46 SPACE SPACE 47 48 SPACE SPACE 49 50 SPACE SPACE 51 52 SPACE SPACE 153 541 SPACE SPACE 55 56 SPACE SPACE 57 58 SPACE SPACE 59 60 SPAS CONNECTED LOAD KVA DIVERSIFIED LOAD VA LIGHTING 17.00 K1,25 X1.0 X1.0 X140 x1.0 X665 x1.0 X.25 2115 CONN. LOAD AMP 13826 HEATING 15.38 15,38 DIVERSIFIM LOAD AMP 154.85 COOLING 6662 8.62 RECEPTACLE 10.80 10.80 MIST. 0600 0.00 PHASE A AMP 132.8 KITCHEN 0600 0000 PHASE B AMP 141.1 MOTOR 0.00 0.00 PHASE C AMP 141.1 LARGEST MOTOR 6.62 1.68 TOTAL LOAD KVA 49.81 55.71 ft NOTE: I1= 0 ❑• 0 L =I \\ A EXIT LIGNt _......__ -___j7r jN..IL 1218)o+ 24" X 46" IaCESSED FLUORESCENT LIGw FIXN1e, 3 -82 WARI LAMPS &AWACE MOUNTED 16" X 16" X 2bC WATT METAL HALIDE LlGW FIXTURE LAllad 6" X 48" X 2 - 32 WATT WALL MOUNTED PLUOREBCENT I..IGsr14T I=IXTURE I a. 24" X 4811 X 5!6" THICK SUSPENCeD TILE CIEILNG SURFACE MOUNTED TEE .� SUIPACIE MOLWW EMER3&4CY SAMI tY LIGW UNIT CONNECTED TO NEAREST CIRCUIT TOGGLE WALL BEWTC 4o MOUNTED 4' -0" AFB THIREE WAY TOGGLE SWITc44 Mt7UrITED 4' -0" APP. z �© m �n W �� 0 C44 L7 px� Z 40_ c W a 0 iLi Z Q :Z =J LL' °mj° g LL 400 Q W 'V 1 g c+r � r 7 W ETII r • � 1 I T I � � . I I 1 1 ■ � I 1 JOB mo. 200443 DRAUIN eye . _ JET/ CWCK 15Y JET .,. DATEs b -9 -2004 OF xt O,ERTFRIAS .. . .. ......15373 . .. Q O a ■ I 251111 ®e CONSTRUCT ION NOTES Q $41' WIGH LAMINATEL7 PLASTIC C LINTER 70P. OF METAL 0ECIC UJIT14 11 Pg�"Xw IRE PATER CCsYf? SRDS. WTN SIDES, n3 DIRE 9XTW.*LI1SNEf@ IN CATS NET THESE PLANS ARE NC3 r REVIEWED FOR HANDICAPPED ACCESSIBILITY IT IS THE REST ONI;181LITY OF THE DESIGiN PROFESSIONAL / t MJILNNG OWNER TO OBTAIN THE NECESSARY APPROVALS FROM THE PROPER STATE AND /OR FEDERAL AGENCY ALL CHANGES REQUIRE APPROVAL OF REVISED PLANS 1 APPROVED PLANS SHALL BE KEPT ON JOBSITE AT ALL TIMES ciTV or crtnrevinc RELEASED FOR CONSTRUCTION' r 1 i t4 Y % �I . m ANY UEi m tN COMM OR IOMNIG CMI"AMI BE Kr" cm Am inmEs L ✓' ou"w"Q ""KCTON rwism RamsE Do Fs ! w oPi..Y m a}NS' FtkiG'I! m IN EASEMENTS OR ON PUBLIC_RIGHITr OF-WAY h5 FLOOR DATA. r _. r" a ., r .. i7y7f.,XIIIIIIIIIIII mmmmmmm ,A • . r RSVi$ION3 1 REVISED 11 -8-04 OFFICE SPACE ! ! y N Q N � Q O V t ^O in 01 �P • It 0 U Cs: i I I 0 s ! F MRSr TRACT) A..C. STC E YOL. 2009, Imo. ;3 Pj;tP9I i I I 00 I I 0 � CTRICAL }°�OIIJER LIMP 9 t 1 I I AAAI� -�' y = �,` `_ � I SIDE WALK I 1 \ 1 56 ► v � 11 1, UNANNANNI AN `Qll`NANA s�► ~~ r �AAI ANI r 1�, f AI ~~ ~.I 1 f c+ � � AI I rm > Ape WYDRANT lie Air �+� ANN Al Joe 1w Toww; lip (011-1CST TAAC+) j t! �1 11 `S 8 ! ! �U1L± 11 NEJC*4f 21' -6" Al STONE .. j TDlIJE1R II - - -� r I / �� FT. iiiN�eR r' f YOL.D.t . 23 X11 �� 1 - 1 1/ � A` rt1 L FLI E4EYATIOW - b1 ;` ✓ r ( 569 I` 567 l l 130 -0" ✓ I +I t 56$ 1 �. ..1I oe I t Inds OWA r 1 87. 1 /i I l !f I f// 5fi7 I o I ! WADIM�b ! I /I 1 1 ,, t s AREA .,. -- =- = L.QAb AI !Po JAW AI f1' -• 'AAAAAAAAI U\ owe ANN NI or 000, / l I 5 6. _w _ _ 25 R Air NI -- \ A AI 3 ` '� 567' _ r �� _ _ -- —� -- -- '' - 563 4 ' 3 „ W - , 1 00 /q► . w i rr • .•_ w rr _ r r w .L rr I w .- r r it I 1111111111111111110 ..r �. ..x J. Mr wr w I I I�. rn -xr �� �. I r/ r.w i� r� w w rn 1. i _ w r AY. r +� r� .r. w� r.� r �A. I wx• �I w JI_ .rn w .IL r r� �. rn .r_ ..� w r. _N ww.r �'^ A ExPFER YARIMBU1LDING WTSACK - I Lot Im BLbCK We PAYW04 thbUSTRIAL - 4 C ADWET A, WOO 5169 PAT'Nic.T. NORTH 0 ADING SITE PILAN - - SCI P i 30' F-o 1 ii r! )000 48' 41" It a r 100 Oa Fr. OUILL5M W14"T 16 11116011 maw JIM HILLItR PINNACLk L'a1tCOkATWs COMPAN"r P.o. sox 931114 SOUTPLAKE, tEXAS 't60912 ($I'I) 825y4' 2 PREPARr=O 13Yw Jbl-IN TA'I"LO t t ASSl CIATE (OUP6 131 SWWO60 STAIR ROAD, SUITE 101 FM WOIkTK TEXAS 16112 JONImIN. TA`I'LO `', OIUNEIi (btV 446 -1364 00FICt (611) 446 - 1361 FAX CIMICE / WAi I -I�USI PINNACLE i # =*ATINCx COMPANY MtOTOORT PAW4UAY QRAPEYINlr, TEXAS PA NCs. MEWIRE I I 1 - 11 F'OV'IDED 19 ZOO INN LOT 2ON &D L d44T NOUST1$IAL LEGAL A A LOT 31 16LOM y 3 StIONt h'I'f'E 100.I56 PAFktC ADDITION CITY OF djRAIME%/INE, T1=>tm C>A 1 ev MAY 121 2&704 REV161Cx*IS w T� w Inl "�7 m1 � T w • • STI •' 8 \1 Ir $ILT F#NC# MIN. 24" HVIGHt At 01 EXISTING GROUND 2 X 4 WbOI> POST 6R 4' STEEL F#NCIt P66T &' MAX SPIiiss s ,I' MIN. SHBPlDMkNT WIPE MI �• BAcKINc 4k4wLUl.4, WcyS,�EA ONL i ,___,_I I Iy___,_I I I�,...I I I�.. ".• .•w I I �_.......�I ICI f I 6" MIN. NCH 15ACKI�ILL D AND cbMPAc D ' S` �- Fm Ric TOlk -IN MIN, WHEN XCEEE� 3.6 0) 6" MIN SILTAtlON FtNCt ERbS(ON GOIVtRbL Dt=1CId;E 100 L TRiCAL F'dWEi� I - dVEPk4;A9> *L � LINE EA T I I _ uj - _ N#W 4'=0" COlIICR*TE ■ 811,7E WALik I � i ♦ 1 mil\ \1 \ � ■ ■ .. .�' ,,. 1 i. y � 76 41t 44 N4 %I 41V / roo, � NEW 11111 . J f 1 I I ` ±;1:y�;0 6 I • 0 00 It HYDRANT 111 I ` f r�.. a It _ ♦ � } ' Y Ids I 1 111 6� 1' 01 If I' • vo • ll�f J J I I l _ _ x ...... ._ .... _ .. — s..^ _ `yg� G I ., III I 6�IJ� III � r � -' > !3 11 III I jJ Ij /I WAM /f U 1 rOIRS`r T,ac #) �� 11 11 �I rJ rJ �IrIILt�JINd iEIGH1' 2i' -b° , 111 y TvR/ 1 of A.C. STbNE �' — 1 J Fi. (UNE5ER R06F) I VOL. 2609, PG, 23 t� I r=LEVATION - r I ! y I 1 1 J 1 1 IF ! n ! I LOADPf;'s 1 I I^ I/ 1 1 f LdAc>m 1 II 1 5 i J J Dd]CK AREA fl I f I .PLR LpAb `4 _ I O0( lop / off- � > If f i IL �' 25�AR I31. y T . _ _ _ . _ . _ r _ .._ . =•..� _ _�. _ _ ._ _. _ . _ _ fi .. _ y.. - -�- f,, Q .r fq..Ar� / �� �s • V � 4* 1 fir♦ ` 1! I � u 1 1 q f 1 1 1 1 � [ 1 a l 1 1 03 WiL )J 10 _ -- 1 — _ �■ i� ■ ■ ■r ■ Ym ■ i iF y ■ �1-a a( i■ i� i i�` ire- -s ii�� ■ dr rr� ■ Mira �r �" wi *Akf4 3`I'I"!1J . @P 100 42 -- y �r 1 25' BUFFER YARO/BUILDING SET113ACK NORTH 0810 SCALEi 1" at 30' Im' 101 30' 50, 21 el 40' MIMI 1 I y I I I I SILT PEI•ICE i 1 I f j I I LI c r I 4. 2 mass,, 48' 41" E 110 040 / 36 X 6C 2, 1090 Sd. FT. 6UILIJING HEIGHT 16'10" f LC T 3i BLOCK 2 WESTPORT PSUS[ 4EB$ PARK CAB.A, SLY 90341 P.R.T.0 T. .rr SILTAt1ON Egkz ldt4 eaLl D YItz REVISIONS SIGN CoGIN'TIgoL 8ftdFI:►tl0N6 I. twe CONTRACTbR tHA(LL FIROWI00 ANt7 MAINlfAIN ER6SION 6 . doN'ngoL DLVIdES IN THE AREAS INDICATED ON tHE ERC'JS10N GONTR6L, PLAN OR AN•Y otHrmik APNEA AS bIRECTI OY THE OWNER9 REIc'�SENTATIVE. wl rL M I ■ 2, tHE ELECTRICAL. uTILIT'i►', NATUPkAL GAS, TELEPHONE AND pA6LE TV 6ONtRrACTI SHALL R#- E°3TA6LISW ANY PREVIOUSL`1' ESTAdLiSWED EROsidN CONTROL MEASUI;E OR PE'OSE THAT IS D ISTUR3ED B"# ' T141E IR CONSTRUCTION, INCLUDING vEG>I;TAtIVE COVER. 3. SITE EN RY AN6 EXIT LOCATION SWALP3E MAINTAINEb IN A CONDITION WHICI -1 WILL PRilvENIT TKAC IN& OPT FLOWING dF SEDIMENT dNTG Publassld ROAD OF WAYS. ALL SEDIMENT SPILLED, DR6PPkO, WASHI 00 TRACKED ONTO A PUbLId ROAD OF WAY Hust Bit RtmoyED IMMEDIATELY. WH #N WASHING 18 REQOIR- D TO PkEid IbVE SEbII'1ENT PR16R tO ENTRANCIE Tb A PUBLIC AD dF WAY, IT SHALL BE 06NE ON AN AREA STABILIZED ITH CRUSH #.D saidI U1141C 4 D*,41t 5 INTO AN A"OVED 9 DIMENT BASIN. ALL FINES IMOOStO OOR TRACKING (bNTb , BLIC ROADS SHALL ISE PAm) B`1` THE cmTRAcFI i 4, tEM1000ARt SEEDING (M bTI MET140D OF $TASILIZATION SHALL PiE 1NITIATI WItHM 14 [SAY$ 00 THE LAST .; bIStUR6ANCE ON. ANY AREA CO T SITE, I,INLItSS ADDITIONAL CZNSTRUdTION Orj THlk AfkEA IS 9XPIkCTED UJITI -IIN 21 DAYS OF tHE LASY DISTukBANGE!. 'C 5. UPdN Ct7M0LEtION OF DINE DING 6Y LAVING AND 4 drRADINC•s GONT:ACTOR, ALL A AS NOT 6`17 <I11SE i0EI�MANIENYLY STA161LitED SH LL 015 $EMEO ANID M A INTA INE I� UN'' I L k� UN IFOPM dOY'E E OF 10% f'�'I IN IML4 IDESIT`�', A$$ 09TEAMINIrD 93Y tHE O�ER't "PREgENTATIvE, °v ACHIEVED., 6, ERCSION CbNTOZOL DEVICdS MAY 13E ADbED OR REr�UCIID IN THE PIEL15 AS oiOE&ED BY THE OWNEP�'S REF}RE°�ENTAtIWE. �... rt, �'IAINTENAr16E- ERO6I0N CC INTROL 6HALL ESE REPAIRED dR REPLAdED AS 1NSI6ECTION DEkMS NEdEsdARY OPe AS DIRECTED 6Y tHE OUNER't RItPRSENTAm IVE. ACCU (ULATI $ILT AT AN%T` EROSIbN dONtROL DEVICE SHALL ISE PkEMbvEb WHEN IT FtSA(tWE$ A bEP:�TH OF w, AND SHALL I E 01STIRIEWTED ON Silt IN A MANNER NOT 6ONTR19WTING to ADDITIONAL SILTATION. S. 'THE CONTRACTOR IS RkSPONSIML9 FOR 1*E- S+ASLISHING ZANY ERb8IC5N C oNi'ROL{ DEVICE W4IC4••I HE DiSY1,(Rl<7S. EACH CO TRACI SHALL NCi )TIF1' THE C, WNER'S REf6RESENTATIVE ANY DEOICIdIII I:S IN THE EtTA1I:3LISHEO EROSIM dONTRdL MkASURES WHICH MAI' LtAD TO UNAUTHOR(IED DIS HA OF STCjRM WATER OLLUTION, SEVIMENTAtION, 09 bTHER OLLUTANTS. UNAUtHOPkIZEI> POLLUTANTS INCLUDII, BUT ARk NdT LIMITED t0, ItXCESS GONG "' TE DUMpiNes OIL dOrICR*TE OE3IDu #, PAINTS, sbLVtNTS, GREASES, FUEL, ANL? LUPSk OIL, PESTICIOES,AND SOLID U1A5tE HATI�RIALS. OI AL $TA&UzATON ANI. Tl#RH AldN OF 6TdRI~'I IUA1 Pt 0I6GW ,4UTWO I AtION I. upm COMPLETION bF ALL SOIL DI$TU051W.s CONSiRCU"I" I, qq qq ALL AR#AS NOT PAk/ED OFI COVERED BY PEFOMANENT STRI CTU S OR EQUIVALENT PtRMANENT STA61LIZAT16N Q HEA$U 6 SHALL BE STABILIZED WITH A UNIFORM IDEv'ENNIAL Z VEGkTA ivE coVe t FbR tER I INAtIO! OF INDUSTRIAL STATUS bF Ti••IE 6ON13TRUCTION 61TE, THE vEGE'TATIVE COVER MUSE MEET A MIIVIMLIM DENSITY OF 10 %.AS bETERMINEt) MY � C4 � 4 � +HE OWNERS REP SENTAtivE. ALL TEMPORARY ER66ION �- AND SEWIMISNT (tONtROL MtASURE5 MUST 6E PEMbVEb,, } 2. A NdTICE 00 TERMINATION CNOT) SMALL BE SU6M1TtED TO o 9 Lu PA WHEN THE SITE .HAS IObte CAF THE 1, )ISTURBED ALAS �' c 6TA16ILI1E0 ANO THE SITE NO LONGER WAS A STORM WATER Q � 01664AO GE5 A5806IATI WITH (NC)USTI ACTIVITIES (CONSTRUCATION), OR TkE NOT PSIOMIT•I'EE OR Co -iPEP missid E NO L +ONdsER HOLDS Of=tRAT10NAL Coo TROL Olin TaaE CONSTRICTION. ,JIM (MILLER PINNACLE DECC*AtINC's COHPANY Peov W* 93119 SOUtHLAKE, TEXAS ` &M2 (811) 829 -4cj62 Job Nd. 2004"23 JgT I c e,R P ,JOHN TAAYLdR ; ASSOCIATE SET L '` 16 WO BOEN�TWOOD STAIR ROAD, SUITE 201 0ORt WdF"ZT4 -I, TEkA9 16112 JOHN TAYLOR, 6LI (811) 446-•1364 dFF16E (811) 446 -13901 FAX OF � go ,ate / It It f=AJ5CT0 Aft FAIMM fyr.�iD.Wir. yi..r.9 • +'�717G'IV� OFFICE l WA#eEW0US# PINNACLE DECdRAtlWj COI"IPANY WEStPOI 16ARKWA'Y 4— GRAPEVINE, TEXAS LE( ;AL t 6WEET Now LOST - 31 PSLOdK - 3 STONE MYERS BUSIN956 020 14K AbOltION CITY OF dRA#EvINE, TEXAS OF 2 1-Il 1- alit LOCATION wobYr�o�lr r�cr. NORTH N 64d 41' J�6 ►► W (*IRSt T1kACt) AC,o STd)NE voL. 2 09, Pax 23 wk Djct t 116" x Is' 4MU ----- Dul"TEIR WITH W000 FENCE atl"t TkAcao A:C. STd1I YvL: 2, PG. 23 O.}EC'T'1QIA1. 1'm4Dlt1R LINE 1� NdW 4' -m" t SI1JE WALk r4 r. rll, raw -w � . . ..� a I �� I Igo' U3t. I "Rim .. I ......:.. _. ........a, s. ..� 2W BLPPER YAFt1�BUILDiNG wwToAcK Hof W, Mb(X lle II Pomvr r n�DUSTRIAL ' CABWET A, OIL 1015 81[ 9 19 t� rAtTicoT. 02 NORTH SCALE] III A �► 10'� 20' 40' C] r� 0' X 60' ■ 2, 10%0 Sa FT. 6JILE5M HEIGHT 1614119p►t ;WAI EHI 1'T, t0m 60, FT, CPAOKIW.. = W dppidE a mACtr= - 2, 200 Sa, OT, (PAkKII - 1) MtI ISLE *, 2, 100 8a. FT. (PAWING = 1) ,► a R t1 7 r1 e