Loading...
HomeMy WebLinkAboutCOMM2004-2218oe 7 4` X BOTH GLo6eR A O L.ATGrt tiA5 5C}Trt LATGr+ AND C4xI MA5 GL05ER — - ! MEN. �SqL;II;D 4#0 PULL SIDE N } PUSH SIDE plow 51 C4 } � v O } MlN. �► 831 t Q � 41 f X z FWWPORTIONS I 3 4 z ' INTERNATIONAL 5YMBDL OF AGCE55IBILLITY , DRAWN HIGH 1= 0RYYAR0 REACH LIMIT roi MAXIMUM FORWARD REACH OVER AN O55TRIZTION REVISED NOTE= X 5I•IALL BE LESS THAN OR MWAL TO 25 IN; Z SHALL PULL Sam R" SIDE Be GREATER TIAM OR aWAL TO X. np I Z 15 LE55 THAN 20 1N, PULL 910a THIEK Y SHALL BE 46 IN MAX. V44EN X 15 20 TO 25 IN, THEN Y SHALL BE 44 IN MAX �i X IS 20 TO 25 IN, THEN Y SMALL BE 44 IN MAK. � 00000 X. O Q C) 0 2' I 00000 FOR ARI: REACH ;24r P F�D x 8A MI . ti I NOTE: IF Y=60", THEN X =3b" NOTE= Y =54r IF DOOR HAS CLOSER IF Yx54u, THEN X -42" INTERNATIONAL 4rDD 5YMI30L �D ■■■ ( INTERNATIONAL SYM50LOI= ACCESS FOR WEARIN& L055 (c3 kv) F-16 43 . 10142 2' -b" 2' -6" FRONT APPROACH- SWINi51Nb DOORS HINGE 51L7E APF4RDAGi�I- SWIN69Nb DOORS iATGH SIDE APF'ROAGH- SYVII+k51N6 DOORS I Ni1ERNATI ONAL 5YME3oL5 y' SPOUT SHALL BE WITHIN 9" OF FRONT 2`MIN FLOW SHALL BE A MINIMUM OF 4 HIGH c 541, MIN, AND SHALL DIRECT KDA PARALLEL TO FRONT YL fV = Io° MENEM � I � M ff REACH LIMIT'S SI E REACH o (ei CLEAR FLOOR SPACE PARALLEL APPROAG Hi6F�I AND LOW SIDIr MAXIMUM 51D jdj OVER O85TI"TION9 FRONT AtWW4AC"LIVING DOORS SLIDE SIDE FRONT APPROACH- SLIDING DOORS LATCA SIDE FRONT APPRiOAGM- SLIDING DOORS AND FOLDING DOORS AND FOLDING DOORS AND FOLDING DOORS PLAN AT NOTE: ALL DOORS IN ALCOVES �aHALL COMPLY Y�iITi# THE 1✓ R I K I I 6 FOUNTAIN I DE REACH I 2 Gf.EARANGES FOR FRONT APPROAGH�i DEREGTION OF At'PROAGH UVER I N& CLEARANCES AT DOORS 17 -19" • z ym now r = .+. * R n" �L u e z RI V I 112w RAIL MIN, M. 4" 20 MIN, (56 OR CHROME _ SECTION THRIJ 5' 6 ,� co DRINKING FOUL aIN 24„ MAX tL y Qr -j l 1 /2" I, 3' -br I' -b" �� MWIPMENT PERMITTED IN SHADED AREA - o w T.P ' T r OFN�'WIDE 5 D ¢ ToILET Si��UT a CiHT AND (�) - co co - - Q - all 0� FIX`iURE �, kNEE CLEARANCE CLEAR FLOOR SPACE ��}� . .MY _ to q l 1 1 1 ! 72 r2 3011 F I V 21 i H ce ce 1 V TINI 51 FACE OF FINISH FACE OF FiNI5H ELE\/ATI ON �'''''`� FACE OF FINISH FAGS OF FIN15H ��� 4 a! 1J R I NIK. I NUJ FOUNTAINS ANI (b) 51DE AA►LL5 REAR HALL OF STANDARD STALL PLAN AATER GaaLER5 ,(u � 5TANDARD STALL 5TANDAR12 STALL ALTERNATE STALLS MQUNNEEr I N& I$ CLEARANCES o (END OF ROVS) FI&. SO FI(5 21 FOR URINALS 8 � SET5 C����3 �3,��5 � �ATE�' GL.a owl TOILET STALL S •� CONTROL AREA r-1 IN p o MIRROR -- ANY WI TH # q 5 ,. 157 _ m ` E PLANS LANS ARC' N A ° M 5 1' l_L. BACK Ga�IT �a� AA�LL �oR or z_ E CLEAR LOOK SP G OPTIONAL P05T AND DAW 4 I HANOlCAPAEp R SEWED L� AOCESSI PLAN a rrrS THE RESI'oNSt$1LI7Y p� THE J, e) I p�go�LSSroNR E D rA 6'i3Y�" STALL r0 OSrA Lr$L1rL .1 ELEVATION 1N THE NECESSARrY APp�O�R 11rN G4 � 8 Ni . 114X. � 2'I° MAX fiROM THE �EOAZ R SrArL oR 500 MINIMUM ('� j L5 / AGEATEAND/ in 24" 51 DE REACH Pa5515LE CONTROL AREA � F 16 , 52 DATE F 16 r � I SEE PL F Tafi�Y �L. fig' 1�1 5 CLEAR FLOOR SPACE �11 � /�� LAV 0 LAVATORIES Q _ < m PROJECT 4- D ly o 035 01 o SEAT ViALL. BALI (LONG) SIDE �- oPT1ONAL POST AND a as BASE 50" MEN. 50" MIN. 6" MIN. 4 x (b) o SHEET NUMBER ELEVATION PLANS 36" 5Y 6a" STALL ' to (b) NOTE: 5FOW> AD AND WNTIWL AREA MAY BE ON SACK (LONG) Wk% (A5 5HOWW OR ON E 1+M SIVE WALL c� FORViARP REACH REQU I RED LM 1 1 /2" MAX f I 44 F (C3 . 5 I lam ! �t � V U �T ! I `t V qo 1 UtL dEPTH OP STALL � LOGAT I QN 4 H� I BHT A Q.1 IF HE 16HTS CLEARANCES aUNT I N6 CRAB BARS (9 SHDVi ER 'I5- MAx. HaN S (RE& r 4 BRAILLE TEXT) � IACCESS���.�r� O TEL. STALLS f=16* 56 a U SHOVER SE AT DES 1 &N I All I i/}w✓✓. VL i ✓I I s SCALE: 1"= 20' —O" 110401 -1 L= 349.24 R= 2860.00 LC= 349.02 CD= NO3D25'51 "E VY The Texas Board of Architectural Examiners, P.O. Box 1231 Austin Texas 18111 -2337 or 553 Guadalupe, suite 2- 0, Austin, Texas 1810k3g42, (512) 305 -8000, has jurisdiction over individuals Lensed under the Architect's Registratkm Lam, Texas Civil 5tatutes, Article 24qa. MASONRY FENCE TO BE 5RICKCRETE0 HEIGHT, PATTERN, 4 DOLOR TO MATCH EXISTING IF=ENGE ON ADJACENT PROPERTY TO SOUTH - ar ♦ - ice♦ '��. -' -" r. Ikl.rol zre� Am 01 •jai � , �. !' t IF 1 w TO 9" IMAN"M .. 1011'9 COL" LL AL PAI f1'P J1'S TRJAi'i'16 LINE Y ITO r KIM PRIOVIDE ONE! SYMBOL AT M64H ~IGAP AC4MSIBLE STALL. FIM 12 SIDES 4F CURB it"PS r,C ==V% ♦'ltidr. r.110M MVIVE ADI71140NAL. SIGN ?CfW Ds 'VAN ACCEWIEU 0 VAN AIIlLE SPAM r s" MITE LmIW:S SPACE 2'1 APART To IWCATE AczM6 AISLE, MAINTAIN MAX 2% SLOPE FOR Wo °.,PAGES AND AGGE5Es18{.E AISLE ♦ • 1 IF I . ° w OR / MFtaVIVE ONE 5I6K PER MlpICAP STALE. AF` SIGN THESE PLANS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY R IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL /BUILDING OWNER TO OBTAIN THE NECESSARY APPROVALS FROM THE PROPER STATE AND/ OR FEDERAL. AGI` lury In a f� a a I r � W Q W o �w w DATE [PROJECT SHEET NUMBER A0.2 SITE PLAN TOTAL LAND AREA: I52146O S.I=. MAXIMUM IMPERVIOUS AREA: SO% #21,968 S.F. ACTUAL IMPERVIOUS AREA: S.F. MINIMUM OPEN AREA: 20% 3O14Q2 5.F. ACTUAL OPEN AREA: 32% 48,081 S.F. MAXIMUM BUILDING COVERAGE: 609 91,4 6 S.F. ACTUAL. BUILDING CO'v1ERACGE: 2'7� 415"14 S,F, AREA OF SIDEY�IALICS 4o PORGHES6 5,313 S.F. AREA OF PARKING AND FIRELANES: MINIMUM PARKING REWIRED ® 1/500 + 5: 156 51652 S.F. SPACES INCL 5 HG ACTUAL PARK # N& PR <7V) DED : 146 SPACES I NCL 5 HC In a f� a a I r � W Q W o �w w DATE [PROJECT SHEET NUMBER A0.2 SITE PLAN i gg �..� 3 /lbof -II—() If AREAS DOOM. SCHEDULE NINDOA50HEDULE TOTAL BUILDING FOOTPRINT q 668 5Q. FT, 0 MARK 51ZE DE50RIPTION O MARK 51ZE DESCRIPTION PORCHES 116 50• FT• LEA5A"3LE AREA q,152 50. FT• I 51-011X6' -810 EXT, GRADE Al 50- 600X70 -D" FIXED W TE #1 50. 1 =T• 2 510 nX& 1 -811 INT, HOLLOIN GORE B 21"'0 "X6 r -O" FIXED SUITE #2 ."?,225 lt8ql 504 FT, 5 21 -D 11X61 -811 INT. HOLLOW CORE G 3'- O "X6' -O" ARCH TOP, FIXED 4 51- 011X61 -811 CASED OPENINS D 51 - 0"X6'~ O" FIXED 5 11 a 5 —O Xb -8 ENTRY 1"JOOR W/ TRANSOM (9LAS5 t jr r u 2 —O X2 -$ FIXED (DORMIM u u Xb —� PAIR FRENCH DOORS , 11 �, 2 —Q X'7 -O FIXED ENTRY SIDE LIGHT 7 12 1 -b "Xb 1 -S" FAIR INT HOLLOW GORE �1 0(,c. �I I i -, iNALL F LINS LAY. / V � 5' -01" CLEAR TURNING VIAMEMR TYfm. TOILET ROOM SCALE 3/41 '0 =10 -0" 0 X +a rt 4c a m m c m m F� �1 I DATE + 4 H Lr�J1 w F� r� Y cc • cc f� h O V r-�-! w cgs r ■ PROJECT SHEET NUMBER Al A A FLOOR PLAN UPL I GHT I / I I 1 I � I 1 I r I 1 , i I # I i I I I I rl I � I r I 1 � I t I + I � +E I'\ UPL16H� f� 11 Ij 1! r I I 1 I I ! r ! I , r r! i ! I i I 1 I r I i I 1 it UPL I �f �e I� rI i r I 1 � 1 ♦ A 1 of i F� i r\ DUPLEX OUTLET IN ATTIC FOR I PROJECTOR � ra �+ r rV4 1 1 / i i�"' do 0 �� 1 i \ + MA J SUITE #I SUITE #2 — METER BASES 6AS MATERS r 1 i i 1 r i 1 f 1 t f I i'rw///r w'' �. r /+ `rrra 00 60 � rr r r ~— rrrawwr+ r Or r r� � r PANEL i 040 or de de I � I � 1 w 1 + II / � 1 211 1 1 � I �w aw '0' ! / 1 ` 1 , 1 1 do r n f / I r o r 4�" 1 2�� 1 A . Tn 4iw . . _! tt + / r 1 r 1 1 � � 1 l + r r I%% w w w lop r t�F I i r i i/ 1 r 1 rOW 000092 SAITCH � , �' .MOTOR�IZ - "_l_w.. w ..— __r_� — - --_ - -� �ww ~�_� __ -- . - -_—.___— .�../ III F I � TTr.... —� � +r.. - w.r.► a �—„o• wQ • 7 K — s; PZDJEGTION °� r + , DED I GATED i 1 ' PHONE BOARD FI I 1 r 1 II 1 1 m w 1 III r + 1 t 1 � 1 � i r \� 1 n F� I '\ C I 1 SAITCH � , �' .MOTOR�IZ - "_l_w.. w ..— __r_� — - --_ - -� �ww ~�_� __ -- . - -_—.___— .�../ III F I � TTr.... —� � +r.. - w.r.► a �—„o• wQ • 7 K — s; PZDJEGTION °� r + , DED I GATED i 1 ' PHONE BOARD FI I 1 r 1 II 1 1 m w 1 III r + 1 t 1 � 1 � i r \� 1 r + + + f I \ 1 loop i ZZ +r + i 1 + 1 � r r r I WALI.y a�ON )lie (Typot go AV / 1 � i ICATED �op CSI q*1ftw rr1 s r + r / TM .J a Ir 4 II AP 44P Lol I r lulwo oo _ (� r _ _ _ a • w w w ww. —. : r _r rr r::r r r:. _. r rw _ — _ — i I v dop oo + I DOUBLE FLOOD rrr ` [ PHONE, POLYGON DOUBLE FLOOD= r ~ ~rrw:�r _a_a�� I / 2- 3/4" CONDUITS A/ LIGHT IN SOFFIT - 1 DATALINE, 4 ELEC. LIGHT IN SOFFIT ! ® ® I OUTLET IN FLOOR ELEG. BOX 4 STRING I I VERIFY LOCATION W/ OWNER I ! 1 BUILDING ttl ELECTRICAL/ LIGHTING PLAN NOTE: PROVIDE DIMMER5 FOR ALL RECESSED CAN LI6HT5 NOTE: ALL DEVICES TO BE PLACED IN ACCORDANCE YV/ TEXAS ACCESSIBILITY STANDARDS RE: AO.I NOTE: EXTERIOR LI6HT5 TO BE ON PHOTO -DELL CONTROL I� I' II I! : I r - r�-� �ra__r'r�••r r r� - DUPLEX OUTLET •, TELEPHONE/ DATA [o] RECESSED CAN LIGHT 2X4 RECESSED FLUORESCENT HALL SCONCE .� SURFACE MOUNTED INCANDESCENT D LIGHT E � I � I , I i I i � 1 1 1 f ( 1 f f I i I 1 I 11 1 1 ;r 1 r Ir i► . } YPL I CGHT ' I 1 it �r P �1 1 !r I , I I I I I I I, I I I I � I r i I � UPL 16HT I � i JAIE i E r / or ac � w �F � W W W � cc Iti m p-I °D ce z---� W v 0 � IJ] . rma cn x OEM PROJECT u i 04504 wimp r� U SHEET NUMBER All m2mA CTRICAL n F� I '\ C + i t I Iw I 1 1 ! 1 1 � r + + + f I \ 1 loop i ZZ +r + i 1 + 1 � r r r I WALI.y a�ON )lie (Typot go AV / 1 � i ICATED �op CSI q*1ftw rr1 s r + r / TM .J a Ir 4 II AP 44P Lol I r lulwo oo _ (� r _ _ _ a • w w w ww. —. : r _r rr r::r r r:. _. r rw _ — _ — i I v dop oo + I DOUBLE FLOOD rrr ` [ PHONE, POLYGON DOUBLE FLOOD= r ~ ~rrw:�r _a_a�� I / 2- 3/4" CONDUITS A/ LIGHT IN SOFFIT - 1 DATALINE, 4 ELEC. LIGHT IN SOFFIT ! ® ® I OUTLET IN FLOOR ELEG. BOX 4 STRING I I VERIFY LOCATION W/ OWNER I ! 1 BUILDING ttl ELECTRICAL/ LIGHTING PLAN NOTE: PROVIDE DIMMER5 FOR ALL RECESSED CAN LI6HT5 NOTE: ALL DEVICES TO BE PLACED IN ACCORDANCE YV/ TEXAS ACCESSIBILITY STANDARDS RE: AO.I NOTE: EXTERIOR LI6HT5 TO BE ON PHOTO -DELL CONTROL I� I' II I! : I r - r�-� �ra__r'r�••r r r� - DUPLEX OUTLET •, TELEPHONE/ DATA [o] RECESSED CAN LIGHT 2X4 RECESSED FLUORESCENT HALL SCONCE .� SURFACE MOUNTED INCANDESCENT D LIGHT E � I � I , I i I i � 1 1 1 f ( 1 f f I i I 1 I 11 1 1 ;r 1 r Ir i► . } YPL I CGHT ' I 1 it �r P �1 1 !r I , I I I I I I I, I I I I � I r i I � UPL 16HT I � i JAIE i E r / or ac � w �F � W W W � cc Iti m p-I °D ce z---� W v 0 � IJ] . rma cn x OEM PROJECT u i 04504 wimp r� U SHEET NUMBER All m2mA CTRICAL STONE SPED STONE WATER TABLE COMP. ROOFINCG AS SPEC'D CRICKET 12 —ROOF DORMER � 2/12 PITCH 12 � i2 5.5 BRICK AS SPEC'D CRICKET 12 5.5 2' D I A. GABLE 6" CAST 5T0 E 6 " CAST STONE 2' D I A. &ABLm VENT HEADER TTP. HEADER TYP. VENT UPL I &HTSJ �" STONE WA I NSCOAT AS 5PEC'D BRICK AS 5PEC'D 3 BUILDING #I SIDE ELEVATION SCALE 36 " = /1 1' —O" t!1 6" CAST STOI HEADER TYPe STONE WATER TABLE #I REAR SCALE 3/14 " =1' —O" STONE WATER TABLE Gal METERS ELEVATION a� UPL I GJ ROOT; DORM 2/12 PITCH 15.5 BRICK AS SPEC'D BUILDING #I'SIDE ELEVATION SCALE 3/16 " =I' —O" COMP. ROOF I NS AS SPEC'D BRICK AS 5PEC'D CJ - -2 Aga] METER BA5E5, HOUSE METER it TIMER COMP. ROOT~ I NCB AS 5PEG'D CRICKET STONE WA I NSCOA AS 5PEC'D A 4.1 STONE AA I N5GOAT A 5 SPEG'D VJ ` Looiiio 12 UPLI&HTS role UPL I GHTS BTONE AS SPEC'L7 STONE 1NATER TABLE 4 STONE AS SPEC'D STONE WATER TABLE - STONE AS SPEC ID n s � W H H E —� Q m a ka l 0 rwq a Emme � � o �a OMNI w x ❑ ❑ W � DATE Et: ..x STONE WATER TABLE A .MP t� -I Tr. Ur V � STONE BASE A5 5PEC'D m BUILDING #1 FRONT ELEVATION ASSPEO'D SCALE 311C I'--O" 1 PROJECT 1 SHEET NUMBER Al m3wA ELEVATIONS rt o f r_ vrl A00 1 vO t!te) A l -A= T/91AIfr m 1 B 3/16 " =1' -O" I I f f I I 1 1 I POP all too AA: OWN mm Mal mirAp! yk 1 B 3/16 " =1' -O" I I f f I I 1 1 I all 2X6 STICK FRAME SHED - RooF 2Xb STICK FRAME TONER 2Xb STICK FRAME TI::)YVER ! I I I I I I I 1 ! I ! I I t 3000 ; SG *l FT; FEpt 2POE I5P l f I I f I I 1 1 b b. 2X6 STICK FRAME 6A5LE ROOF IL I I I I I I I I I 1 I 1 ill 1 B SUZED IN ROVED SPAN LE K/ 1/2" PLw%'r V SPACER A I I I I I I Kill AO 000 Iii i. � I F i ii li ii Ij ii i� RI KE if ii ii ii`„ `I ISO 11 all mm Mal mirAp! yk Kill AO 000 Iii i. � I F i ii li ii Ij ii i� RI KE if ii ii ii`„ `I ISO 11 STICK FRAME TONER CENTER SHED ROOF 4 VORMER ON AINVOY`k SELON n� a d J d c u g jeY P a � Z lit �1� U z � o . Y.I.{ w E5 c� ONO x x 4/12/04 SHEET NUMBER A1.4 ROOF FRAMING all mm ,PAP r. STICK FRAME TONER CENTER SHED ROOF 4 VORMER ON AINVOY`k SELON n� a d J d c u g jeY P a � Z lit �1� U z � o . Y.I.{ w E5 c� ONO x x 4/12/04 SHEET NUMBER A1.4 ROOF FRAMING UPLI LK� UPL I iE :424, C11ZRDE. w AIL 1�aj L} YL N 2rb•ii ZY bziz' BUILDING ttI C FfLINCjOISTIA`�DI.iTPIAN `A i K kJj «����4 1 3/16 ° =1' -O" NOTE: PROVIDE PIMMER5 FOR ALL RECESSED OAN LIGHTS NOTE: ALL DEVICES TO BE PLACED IN ACCORDANCE W/ TEXA5 ACCESSIBILITY STANDARDS RE: AO.I NOTE: EXTERIOR LIGHTS TO BE ON PHOTO —CELL CONTROL owl IH T'l Ir Bi11LQ11YG [`rnr, �vtr �= DUPLEX cok ao8 A, Fol TELR P N By °QES Nfw r .-..., ICae+...._.. DIylSloni ac colvs uc `SE WA6 Ep •L �6 e si 2X4 RE6E55UD FLUORESCENT �' NALL SCONCE . � 5URFACE MOUNTED INCANDESCENT I &HT i BHT 16HT LI a J 0.. 40 m c� m ca a �7. E—i �.7 F � � W Q W � m PLO 40 cQ M U � 0 :;5 .r A ..WM4 o �a OMNI x x DD W DATE 4/12/04 PROJECT t 11 11$146 -1 SHEET NUMBER A1.5 CEILING FRAMING COMP. SHINGLES ON 1/2" PLYWD. OR O.S-B- DECK =TERS 24" DRAFT STOP DETAIL 1 1 /2" =p..0„ COMP. SHINGLES ON 1/24' PLYWD. OR O -S -B- DECK 2X WOOD RAFTER MTL. EDGE-- "---�- 2X8 WD. TRIM NOTE: BLDG #IES TO BI STONE VENEER e TOWER. BLDGS #2,324 TO BE BRICK VENEER 2X4 WOOD PONY WALL 2X WOOD CEILING— JOIST POLY FLASHING W EDGE .. A .' IX2 WD TRIM -- 1/2" SOFFIT BO H O FLAT It Q WOOD RAC:KE' RE: IL 1.1 0 P W z 3 w t— CL O i WEEP HOLES 48" O_C- CAST STONE — HEADER CAST STONE SI STONE VENEER Wl— TIES 9 IV O.C. VERT_ Is 11 D.C. HORIZ. 1/2" EXT. SHEATHING WEEP HOLES s—`—� 48" O.C. i 1/2" BRICK LEDGE TYP. s TOWER LOCATIONS CONC. SLAB Lip PSUM BOARD rO DECK I 4LY _ING JOISTS (P BD CEILING – l LAYER 5/8" TYP- 'X' GYP. BD. 2 -2X8 HEADER W/ 3/4" PLYWOOD SPACER LUMINUM WINDOW HEAD LUMINUM WINDOW SILL WALL SE=CTION � TOWER —R -13 BATT INSULATION /8" 'X' GYP, BOARD TYP. WOOD BASE w Z uj H Q IL c O cr TOWER ELEMENT BEYOND COMP. SHINGLES ON 1/2" PLYWD. OR O.S.B. DECK 2X WOOD RAFTER MTL. EDGE 2X8 FASCIA IX2 WD. TRIM — tEkpNT. SOFFIT I12" SOFFIT BOA BRICK VENEER W/ -•- TIES 9 I6" O.C. VERT. 18" O.C. HORIZ. 1/2" EXT, SHE G ANCHOR BOLTS (REFER TO STRUCTURAL) WEEP HOLES 9 48° O-c- POLY FLASHING CONC. SLAB - SECTION 4 �pp:. v I LAYER 5/8" TYP. 'X' GYP. BD- �R -13 GATT INSULATION B" 'X# GYP. BOARD P. WOOD BASE COMP. 5HIl ON 1/2" PL DECK MTL- EDGE 2X8 FASCI IX2 WD. TF WOOD BRA RE: 3 /Alal 2 -2X12 BEj W/ 1/2" SP COMP. SHINGLES ON I/2" PLYWD. OR 0.5.8. DECK PA 2,. O" MTL. EDGE 2X8 FASC IX2 WD. T WOOD BRACKE RE: 3 /Al.I SIM. BRICK VENEER W/ --- TIES 9 16" O.C. VERT. I8" D.C. HORIZ- 1/2" EXT. SHEATHING: ANCHOR BOLTS (REFER TO STRUCTURAL) FRAME WEEP HOLES i D ROOF 48" O.C. POLY FLASHING CONC. SLAB -- WALL SECTION 59174 T ro COMP. SHINGLES ON 1/2" PLYWD. OR O:S.B. DECK 2X WOOD RAFTER 2X WOOD CEILING JOIST MTL. EDGE .. A .' w Z uj H Q IL c O cr TOWER ELEMENT BEYOND COMP. SHINGLES ON 1/2" PLYWD. OR O.S.B. DECK 2X WOOD RAFTER MTL. EDGE 2X8 FASCIA IX2 WD. TRIM — tEkpNT. SOFFIT I12" SOFFIT BOA BRICK VENEER W/ -•- TIES 9 I6" O.C. VERT. 18" O.C. HORIZ. 1/2" EXT, SHE G ANCHOR BOLTS (REFER TO STRUCTURAL) WEEP HOLES 9 48° O-c- POLY FLASHING CONC. SLAB - SECTION 4 �pp:. v I LAYER 5/8" TYP. 'X' GYP. BD- �R -13 GATT INSULATION B" 'X# GYP. BOARD P. WOOD BASE COMP. 5HIl ON 1/2" PL DECK MTL- EDGE 2X8 FASCI IX2 WD. TF WOOD BRA RE: 3 /Alal 2 -2X12 BEj W/ 1/2" SP COMP. SHINGLES ON I/2" PLYWD. OR 0.5.8. DECK PA 2,. O" MTL. EDGE 2X8 FASC IX2 WD. T WOOD BRACKE RE: 3 /Al.I SIM. BRICK VENEER W/ --- TIES 9 16" O.C. VERT. I8" D.C. HORIZ- 1/2" EXT. SHEATHING: ANCHOR BOLTS (REFER TO STRUCTURAL) FRAME WEEP HOLES i D ROOF 48" O.C. POLY FLASHING CONC. SLAB -- WALL SECTION 59174 T ro COMP. SHINGLES ON 1/2" PLYWD. OR O:S.B. DECK 2X WOOD RAFTER 2X WOOD CEILING JOIST MTL. EDGE 2X8 FASCIA ---- IX2 WD TRIM -- 1/2" SOFFIT BO LINE O FLAT It BEYOND WOOD RAC:KE' RE: 3/ 1.1 SIM. W 2: a_o ju LEER W/ % VERT, HORIZ, a R 4 ml BRICK VENEER W/ TIES I6" O.C. VERT. EL POST 18" O.C. HORIZ. 1/2" EXT. SHEATHING — VENEER i ANCHOR BOLTS (REFER TO STRUCTURAL) w. SLAB WEEP HOLES � --- -� 48" O.C. TYPICAL SOFFIT COLUMN SECTION SHED ROOF 3/4 to --I O POLY FLASHING CONC. SLAB -- SECTION � 2 2X6 STICK FRAME �— SHED ROOF �EkfNT. SOFFi R�13 BATT INSULATION 5/8" 'X' GYP. BOARD BASE AS SPEC'D BY OWNER i MTL. EDo 2X8 FAS 1/2" SOF BOARD IX2 WD. BEYOND WOOD B3 RE: 3 /A' SHED ROOF 1 LAYER 5/8' TYPO 'X' GYP. BD .B. CER =R TO rRD ING it STONE WATER TABLE a P2 R -13 GATT INSULATION � i a -- STONE WAINSCOT 5f8" ` B'OAYRD c4 � as ASE AS SPEC'D ' BY OWNER CONC. SLAB G d wiw A rrr. d' :.' d . O m ' OVE=RHANG SECTION � GABLE COLUMN 'F a H SHEET NUMBER WALL SECTIONS u 0 w w w � r a i� • � � � • r � � ELE I X6 TRTD. VV, BACKER :ONT OF EA5C AN6LED TRT, SUPPORT 2X4 TRT o VO SUPPORT IX6 TRTD. VV BACKER R pACE OE 3 BRACKET DETAIL SCALE I I /]' =I' —O" O cn SECTION I VIEW BUILION6 til I I NOTE: FOR ALL MOUNTING HEIGHTS AND GLEAR/S.NGES RE: AO.I 1 TYP. TOILET ROOM SCALE 3/9 " -I' -O" HUNG CLEAR TURNIN6 ETER (Typ) 1 u � 1 . I. "l =;/A, I =II DBL. 2X12 BEAM ABOVE STONE WATER TABLE a MATERIAL TRANSITION BELOW NOTE COLUMN TO BE STONE VENEER 0 5LD65 #1,345 W/ TIES a 16" D.G. HORIZ. 4 18" O.G. VERT. ' IN6 SIZE BRICK VENEER 5LD65 #:244 W/ TIES _ ,_, _ v 16" O.G. HORIZ. 4 IS" rO.G. VERT. 2 COLUMN PLAN SECTION SCALE I I /2 " =P -0" 3" VIA, STEEL POST TO AL16N A/ BEAM 4 STUD WALL Ai30VE STONE VENEER BASE BELOW 4 r1 r n: a m 4 w • I� H DATE i, PROJECT 03501 SHEET NUMBER A7.1 DETAILS } NOTES: j 1) All Beams shall be 10 "W x 26 'D 2) This foundation plan requires A 89 post — tensioning tendons. 3) This design is based on geotechnical I report # 40L110CAC {N provided by WILLIAM P. DAHLIN dated 2/19/04 Refer to report for additional Information. 00 M 1500 PI m 27 4) MODIFICATION OF THIS STRUCTURAL DESIGN WITHOUT PRIOR WRITTEN C CONSENT OF GRAHAM — MARTIN, INC. WILL VOID ANY RESPONSIBILITY BY GRAHAM— UARN4, INC. WITH REGARD TO LIABILITY ASSOCIATED WITH THE PERFORMANCE OF THIS MINEERED FOUNDATION. L DOUBLE LIVE END ko +I 7 L 1 L 4 X81 FE ALL BEAMS MUST BED A MINIMUM OF 6" INTO UNDISTURBED SOILS OR PROPERLY COMPACTED FILL. PRESTRESS SLAB WITHIN 24 TO 48 HOURS AFTER POUR, 152' -5" 17'--0" 118' -5" 17' -0" " 8 SPACES ®3' 8 1/4" 8 SPACES 0 3' -6 1/2 "t 9 SPACES 4' --0 "t 8 SPACES 3' -6 1/2 "± 8 SPACE 0 3' -8 1/4 "� g h r+ a� IN I A I � I I {N FQ U, C L 1 L 4 X81 FE ALL BEAMS MUST BED A MINIMUM OF 6" INTO UNDISTURBED SOILS OR PROPERLY COMPACTED FILL. PRESTRESS SLAB WITHIN 24 TO 48 HOURS AFTER POUR, 152' -5" 17'--0" 118' -5" 17' -0" " 8 SPACES ®3' 8 1/4" 8 SPACES 0 3' -6 1/2 "t 9 SPACES 4' --0 "t 8 SPACES 3' -6 1/2 "± 8 SPACE 0 3' -8 1/4 "� g I II II II I II II fl I II II II I II !I II L__ ..J L..._.___ _,___J _I L______ _ i II II II I II it II I I I I I I I TOOL JOINT I i t I I I I OR ME 7& KEYWAY 1 I I I I I I I L_____ .__J L J L L.___.___ _ I I I I I ! II II II ! I I I I I I I II I! II ! II !I II I I f I I ! I L__ - - - -_J L L L_______.. ! I! !! I! I I # ! I I ! II II II I I I I I I I II II II i fl I I II II II I II II �� ll I II II I1 I II ll Il -- --JIL- 1.._.�_4__lJL__I 0 15' -3" 14•--9" 14' -1 1/2 ' 17' -0" 40' -4 1/2 it h r+ BY IN !0 A I II II II I II II fl I II II II I II !I II L__ ..J L..._.___ _,___J _I L______ _ i II II II I II it II I I I I I I I TOOL JOINT I i t I I I I OR ME 7& KEYWAY 1 I I I I I I I L_____ .__J L J L L.___.___ _ I I I I I ! II II II ! I I I I I I I II I! II ! II !I II I I f I I ! I L__ - - - -_J L L L_______.. ! I! !! I! I I # ! I I ! II II II I I I I I I I II II II i fl I I II II II I II II �� ll I II II I1 I II ll Il -- --JIL- 1.._.�_4__lJL__I 0 15' -3" 14•--9" 14' -1 1/2 ' 17' -0" 40' -4 1/2 it RT'"JISIONS BY IN !0 A SIN Ii I I {N FQ I II II II I II II fl I II II II I II !I II L__ ..J L..._.___ _,___J _I L______ _ i II II II I II it II I I I I I I I TOOL JOINT I i t I I I I OR ME 7& KEYWAY 1 I I I I I I I L_____ .__J L J L L.___.___ _ I I I I I ! II II II ! I I I I I I I II I! II ! II !I II I I f I I ! I L__ - - - -_J L L L_______.. ! I! !! I! I I # ! I I ! II II II I I I I I I I II II II i fl I I II II II I II II �� ll I II II I1 I II ll Il -- --JIL- 1.._.�_4__lJL__I 0 15' -3" 14•--9" 14' -1 1/2 ' 17' -0" 40' -4 1/2 it RT'"JISIONS BY IN !0 A SIN IN (n I II II II I II II fl I II II II I II !I II L__ ..J L..._.___ _,___J _I L______ _ i II II II I II it II I I I I I I I TOOL JOINT I i t I I I I OR ME 7& KEYWAY 1 I I I I I I I L_____ .__J L J L L.___.___ _ I I I I I ! II II II ! I I I I I I I II I! II ! II !I II I I f I I ! I L__ - - - -_J L L L_______.. ! I! !! I! I I # ! I I ! II II II I I I I I I I II II II i fl I I II II II I II II �� ll I II II I1 I II ll Il -- --JIL- 1.._.�_4__lJL__I 0 15' -3" 14•--9" 14' -1 1/2 ' 17' -0" 40' -4 1/2 it II II II II 11 II II II !I II Il II !! II II Il II II II II II II II I! J L___ li II II II II II II II II II II II II !# II it II ll II II II !k II II J J L II II II II II II II II II II I# !I II II II II II Ii !I !1 II !# II II II II II II II II it i# II I! Il 1! I! II II II II II II II II II kl II II II II 1! I II II I 11 !I II II li !I ll II ! I 4 s 4a- 00 min ! k (TYP.) I I I I I I L J L_ _____J L______J ...__ 71 - _.__.. _-� __ ,.._ r 4 I I1 II `n in _Am 840 IL 14' -1 1/2" 11' -11 1/2" 11' -11 1/2" 37 �...8" I 11' -11 1 vi %0 A N N to N P A I II II !! I II II II I li II II I << !I !I II I �° II II II � .J L__ --- -._._J L______ _ _J L_______ 11 I! II j II II II I TOOL JawT I I I I I I # l KEYW Y 1 1 I I I I I II II II I II II ll I J L L .. ___ ...___J _ _ __ .r __ Itzn<D II II II I II II Ik ! �oc II II !I ! �4M II II !I II II II 1 - -- ...___J L L L J li II II I Il II II I I I I I I! I II !I II ! II Il II � A. CITY OF GRAPEVU III II !� RELEASED �_� II II CQINSTRUC I D� o� cl _ J L - - - IS NOT AUTHORIZE ANY W I A ING C zONIh ORD C i4R i PAMES H 1 8 L Tipp WE 1.1 ,NO I ,SP�:c110N 1)1V WING REL S 1 "3ED h;071P APPLY 160 J!� h;IIj.iI:LEJ 1111 * ICE APP yVEU 14' -1 1 14' -1 1/2" 40'- 4 1/2" I w !. 1 RT'"JISIONS BY IN !0 I0 S4 II II II II 11 II II II !I II Il II !! II II Il II II II II II II II I! J L___ li II II II II II II II II II II II II !# II it II ll II II II !k II II J J L II II II II II II II II II II I# !I II II II II II Ii !I !1 II !# II II II II II II II II it i# II I! Il 1! I! II II II II II II II II II kl II II II II 1! I II II I 11 !I II II li !I ll II ! I 4 s 4a- 00 min ! k (TYP.) I I I I I I L J L_ _____J L______J ...__ 71 - _.__.. _-� __ ,.._ r 4 I I1 II `n in _Am 840 IL 14' -1 1/2" 11' -11 1/2" 11' -11 1/2" 37 �...8" I 11' -11 1 vi %0 A N N to N P A I II II !! I II II II I li II II I << !I !I II I �° II II II � .J L__ --- -._._J L______ _ _J L_______ 11 I! II j II II II I TOOL JawT I I I I I I # l KEYW Y 1 1 I I I I I II II II I II II ll I J L L .. ___ ...___J _ _ __ .r __ Itzn<D II II II I II II Ik ! �oc II II !I ! �4M II II !I II II II 1 - -- ...___J L L L J li II II I Il II II I I I I I I! I II !I II ! II Il II � A. CITY OF GRAPEVU III II !� RELEASED �_� II II CQINSTRUC I D� o� cl _ J L - - - IS NOT AUTHORIZE ANY W I A ING C zONIh ORD C i4R i PAMES H 1 8 L Tipp WE 1.1 ,NO I ,SP�:c110N 1)1V WING REL S 1 "3ED h;071P APPLY 160 J!� h;IIj.iI:LEJ 1111 * ICE APP yVEU 14' -1 1 14' -1 1/2" 40'- 4 1/2" I w !. 1 RT'"JISIONS BY H h x at a 1.,.! N z C4o ._ _ ; `10 Q !W ' 5 U Z _ 5 2 } Z N tai Z Z pQW W naM3/10/04 etas 1 wuwn:TR/ 986 w&020336 sxesr I 2 or smm #4 CONT. • FOOTING, REQUIRED SLAB STRAND 1 REVJ.SIO.! U :B SLAB W S 2 — #4 s - AS REu D. N. q C w 6+ STRANDS Ca:aNT OF O MASONRY SLAB (S�E PLAN W 12 "+ SLAB W 6'+ SLAB a SLAB FIREPLACE ONLY' STRANDS l=oft LOCATION) 5i RANDS STRANDS STEM f 4 Sf>tANDS OPT10NAL BRICK N B.L i0 1 (TYP.) WALL - Z - ` iD LEDGE p O rn i a o, o \ W SLAB �.� OFFSET W 11111116 (TYP. N N N [! V• .- STRANDS r - + 20+j - - r8EA 12 + fi o 12 + 6� BEAM ST. SEAM :.ST. MfN. BEAM , ST. idiN. � BEAM ST. MASONe� c� 7. MIN. IF REQ'D. ° 11 REQ'D. IF RE4 D. 1F REQ'D. W BEAM o FlREPLAC E Tom' SEE DETAIL 1 SEE DETAIL -+ SEE DETAtI: SEE DETAIL — ST. IF ONLY {�4's O' 12" DETAIL "R" FOR "R" FOR v R FOR . � "R" FOR: . — REQ'i}, O.C.E.W. % r' PROFILE PROFILE 1 PRQf11E PROFILE ''s , , BEAM BEYOND '� "R" FOR PROFILE BEAM STRAND ! I �� IF REQUIRED f Mn tL I'GOTING REQUIRED o � - REQUiR£n � o MASONRY FIREPLACE ONLY k• Q - 4 CONT. REQ'D J 4 CONT. REQ D K A L' 24 24 RECESSES .OVER � BEAM 4's O 12' AT RECESSES AT RECESSES D�S 4 24' ONLY _ ANCHORS MAY N (f O.GE.w.' OVER 4' DEEP 1:4 SLOPE $' W _ SLAB \ �r 1:4. w BE PLACED SIDE SLAB ! .,}• 7o STRANDS BY SIDE STRAND SLOPE -j � _ - � � III, N STRAND'S f fj3 Tat3 m — ev C1t 11 SLAB ' fin ® _ STRANDS Ill #3 ST7RRUP5 "' 1 N �Cd 14 M WtIDTI+ OF 0 BEAM ST. 04 O 1$" O.0 BEAM ST y3 c �' G05 ASONRY 1 1F REQ'0. IF Ri<Qb. 64'a l I ° I SLAB STRAND r, "d I HORIZ AS SEE DETAIL SLAB STRANDS j Oy�,l ANCHOR ALTERNATE M "R" FOR LOCATION CIS PROFILE BEAM F REQ'D. ' yf ; 7 STRESSING OR DEAD END ICI l� 1: 4 SLOPE BEAM END DETAIL, r f" CLIP, PLASTIC POCKET FORMER P�j (SECURE AGAINST WOOD -u +♦: BEAM STRAND �c 1 %AS STRAND DRAPED BEAM STRAND DETAIL � 4 FORM) - R m o Q: BEAM STRAND ONLY t1.� lA O CLR. MIN. �•f' _ b SLAB STRAND 12" �- ANCHOR ANCHOR v AS REQUIRED •�:: w - ra NO EXPOSED BARE y 16 12 STRAND AT LIVE END t 4 3' —O" MAX. (TI �. " ILI IL 0 N ASAREQ D AND BEAM STRAND STRAND �• " .- BEAM STRAND 20 2D .� . -BEAM `• - I - AS REQ D. — 'C� Z NAILS NAILS �; � t; w00b FORMS WOOD FORMS Z I f' —O" (DRAPE) €IE3 SUPPORTS O 3' -0' O.G. MAX. fi' -0" (DRAPE) �� i •, 43 DEAD END .ANCHOR STRESSING ANCHOR BEAM DEPTH$ LESS THAN 36" BEAM DEPTHS LESS THAN 3B' � 0-0 �-. ..1 iNA1ERIALS {1) All concrete sholl- have d rninimum compressive strength f'c 8.) Coheslonless soils (sand..and silt): compact to a relative (12) Provide 1 1/2" clearance to strand at all plumbing stacks, 3000 psi at 28 'days. Compressive strength-at time. of density between 75% and 85': at a moisture content -above blcckouts, etc, Horizontal deviations shall be stressing, f'c1, shall be at least 2500.psi, preferably within transitioned at o 1:6 minimum. 7 -10 days of concrete Fdacerpent. The concrete mix, designs shall be proportioned to. minimize the Compacted fill shall extend a minimum of 5' -0 ".beyond (13) Concrete placement shall be done in such a manner as to insure adverse affects of climate at the time of year the concrete the foundation perimeter. Is placed. Use 'of workability admixtures and "air entrainment that the alignment of strands & reinforcing steel does not change. is permitted, -land must be noted on mix deslgns. Admixtures, if (3) Trenches for plumbing lines shall not be located directly used, should import the properties of low water -content. good under (parallel to) grade beams. Place plumbing lines (14) Strand placement Shall. conform to the fallowing tolerances: r flowabi►ity, minimum bleed end expansion if desired. Its perpendicular to beams. Place backfill in comformance with 1/2" vertical, 12" horizontal (6:1 transition -required) in formulation should contain `no chemicals that may note 21 slab and 1" vertical, 1" horizontal In beams. have harmful effects on the'ptestressing -Steel or cement. - d Admixtures containing chlorides, fluorides, sailohites and (15) Insure proper vibration of-'concrete around nil anchorages. nitrates are not permitted.. FI ash permitted only ith (4) Alf beam soffits must be founded a minimum o.f & Inches into written approval of mix design by engineer of record, undisturbed soil or properly' compacted fill, unless- specified Anchors and . grarnmets must be securely fastened to farm boards to prevent .entry of .cement paste into wedge seating area. _ � otherwise by a Geo — technical engineer. Beam depths may - - - (2) All reinforcing steel shall be new billet steel conforming to be increased to a maximum of 34 in. to meet minimum depth (16) All stressing .shall be done with a hydraulic jack equipped A.S.T.M. A -615 grade 60 except #3 bars may be grade 40, requirements without additional reinforcement. Refer to All an accurate, calibrated pressure gauge. Strands .shall Reinforcement shall be free of rust and deleterious materials, detail "S" for beams over 34 inches in depth'. be cut at 1" from the wedges and all stressing pockets shall (3) The post — tensioning system and materials shall conform to the. (5) If firm rock is encountered during trenching for beams. be ,clean of grease and dirt and filled with grout within beam depth may be reduced. Beams need to penetrate seven days after stressing operation. Post— Tensioning institute (PTI) specifications for unbonded rock only to achieve a minimum beam depth of 12 in. single strand tendons Report shall also conform to ACl 318 with a minimum rock embedment of 4. in. Depth to "solid' (17) Graham — Martin, inc. recommends tool joints in exterior Chapter 18 or ACl Report #423, 3R — 83. rock" shall be determined by Geo - technical, engineer. brick veneer at opproximately,?O & -0" on center. All prestressing steel shall be 1/2" diameter, 270 ksi seven (6) biers may be used only when specifically designed and " DESIGN CITY OF GRAPEVINE wire low— relaxation strand:- manufactured in accordance with detailed on plans. Partial piering of foundation is strictly E L E A S D ASTM A - 416, free from corrosion and coated .with a corrosion forbidden. {1) The post = tensioned design of this foundation .structure has FO It protective coating (grease), and shell be sheathed in a' been evaluated using the latest recommendations as set CONSTRUCTIOIN high density polyethylene or poly propy;ene. Minimum -sheathing (7) Delivery of post - tensioning materials should be sheduled to fgrth b the Post - Tensidnin Institete in their f Y g publication: thickness shall be 0.025 ", insure that materials are not exposed to weather for an DESIGN AND CONSTRUCTION OF POST - TENSIONED. SLAB ON SHEET .OF .. extended period. GROUND, first edition, 1980 and standard engineering All tendons shall be stressed to B09a GUTS and anchored practices. RELEASE DOES NOT AUTHORIZE ANY WORK IN CON .. _ at 709. GUTS as per ACE. ($) All strands shall be color or numi7er Coded to ensure' easy WITH THE BUILDING CODE OR ZONING ORDINAN placement in the field. (2) The post- tensioned slab —on —grade design shown reflects the THIS PLAN T� BE DEPT CAN CONSTRUCT10N ... minimum requirements needed to allow this structural system % (9)' All strand placement and stressing shall be under the td adequately perform `In Cot1}unctlon with thq sail parameters TH JO •AT AI. TIMES' 1 - Before proceeding with an work- or ordering of materials, supervision of an individual quallfe"d and experienced in the S () p 9 Y 9 provided 5y the Geo— technical engineer. The Intent is not the contractor and /or sub - -contractors shall verify all post— tensioned industry. Dead ends -and stressing ends may to eliminate, but instead. to -limit excessive foundatign (}q�E � gY OAS. dimensions and location of .building. components. Coordinate be reversed at contractors option. Construction joints flexure so that differential movement will not cause with architectural drawings s far, n o enin s, dro s etc. BU L iN I VISION 9 4 Y R g P are not permitted unless specifically detailed on plans. ynreasonable .distress. , ~ RE�.I DOES t� TI7UC 2 Ai! fill material shall have a plasticity 1O If strand sheathing i damaged and the •strand is exposed () •" EASVAEN1"ro� , + —Wim SCALE: ( .) p y index of 20 or less and ) " g s damn p 3 Framework above the foundation shoit„b.e �l¢Igned to must be compacted as follows unless specified otherwise by. a more than 2 it should 'be. repaired to peeveni bonding of resist differential movements ass t, ted: with. the existing AEI, c�Ml --- BE A EG. concrete to strand. This does net a f within 1$" of the dead plastic soils. This should inciu ar�slon joirtts''in. Bs DRAWN: Geo — technical engineer: pp Y , end anchor. No exposed bore strand Is permitter! 'close- to the brick veneer. .".. A. Cohesive soils clo - stressing anchor. (Refer to detaii Q.) (" Y)= JOB: — Slob on grade : compact 'to min. 95% of standard proctor' (4) Care should be taken to maintain an ever; sail moisture density. (11) Sufficient support bars and chairs shall be provided to content around the fdundati so that dUferentiaf' r Gd - "Pfered .: compact to grain. 907: of standard proctor maintain proper strand profile Burin concrete *sal; �.�•� Sit FET R p g soli movements are limited. rading . and drainage. should �y �� �� 'density, placement. Strand' and tsars shall be supported on chairs and Conform to ASTIuf 0698 and FHA sheet 79G. Maintain moisture tied at all Intersections at 3' -0" maximum spacing, bd provided. so that water does not collect` near or under the founation. Heavy vegetation (such as trees) lip at 3x to 4x above optimum. within 10 ftf of th'd •perfrneter Lof the 'fabric'ation may "cause excessive dessication of the surrounding soils. Isi3EETS • w�rriwwarw. REFR4ERATION LINES .i, SHALL K SUED PCR EXTERIOR WALL YYEAIKER-PROOF �N� pT TO SCALE L cEI ORADI TAILPIECE EXHAUST FAN 3 ROOF CAP DETAIL NOT TO SCALE HANGER RGOS HUNG - EXHAUST FAN EXHAUST GRILLE -- FURNISHED 8Y FAN MANUFACTURER 4}- O SC NOT 70 SCALE CHANNELS - TO STRUCTURE FLEMBLE CONNECTION CEILING 1 L TRANSIT ON ii 60• MECHANICAL_ - GENERAL_NQM. 1, ALL MECHANICAL INSTALLATIONS SHALL BE IN STRICT COMPLIANCE WITH THE 2000 INTERNATIONAL MECHANICAL CODE, INTERNATIONAL ENERGY CONSERVATION CODE 2001, AND ALL LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION, 20 ALL INSTALLATIONS SHALL COMPLY WITH THE INTERNATIONAL ENERGY CONSERVATION CODE 2001. EQUIPMENT EFFICIENCIES SHALL MEET MINIMUM REQUIREMENTS OF 10.0 SEER, DUCT INSULATION IN UNCONDITIONED SPACES SHALL HAVE A MINIMUM R6 VALUE, EXTERIOR DUCT INSULATION SHALL HAVE MINIMUM R8 VALUE. 3, REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT CEILING DIFFUSER LOCATIONS AND ELEVATIONS. 4. ALL THERMOSTATS, SENSORS, CONTROLS, AND CONTROL WIRING (50 VOLTS OR LESS) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR, THERMOSTAT SHALL BE 24 HOUR /7 DAY FULLY PROGRAMMABLE TYPE, SIMILAR TO: HONEYWELL T7300. 5. CONDENSATE DRAIN PIPING SHALL BE SLOPED 1/8 INCH PER FOOT THERMOSTAT MINIMUM HUMIDISTAT D CONDENSATE DRAIN j 90 DEGREE ELBOW DOWN t� AND ELBOW UP BE —;T INSTALLED ROUND FLEXIBLE o_ BY MECHANICAL LINED DUCTWORK ROUND NECK CEILING DIFFUSER N CONTRACTOR. ®_ SUPPLY DUCT RISER RETURN AIR DUCT RISER ® EXHAUST DUCT RISER 6. VENTILATION FLUES FOR ALL COMBUSTION EQUIPMENT BY MECHANICAL CONTRACTOR. 7. ALL DUCTWORK DIMENSIONS ARE CLEAR, INSIDE DIMENSIONS. DUCTWORK SHALL BE GALVANIZED STEEL AND SHALL MEET MINIMUM S.M,A.C,N.A. CONSTRUCTION STANDARDS. 8. MAINTAIN ALL DUCTWORK CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC CODE ABOVE ALL ELECTRICAL PANELS. COORDINATE WITH ELECTRICAL CONTRACTOR, 9. DUCTWORK LAYOUT ON DRAWINGS IS SCHEMATIC IN NATURE. FIELD VERIFY ALL STRUCTURAL SUPPORTS AND BEAMS AND AVOID DUCTWORK CONFLICTS, 10. OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10' -0" FROM ALL EXHAUST SOURCES. 11. SMOKE DETECTORS SHALL BE INSTALL IN THE SUPPLY AND RETURN DUCTS OF ALL UNIT GREATER THAN tolDn2weFM, SMOKE DETECTORS SHALL BE THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED BY THE MECHANICAL CONTRACTOR. 12. MECHANICAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND SYSTEMS PER MANUFACTURER'S INSTRUCTIONS, MAINTAIN REQUIRED ACCESS PER MECHANICAL CODE AND MANUFACTURER'S SERVICE RECOMMENDATIONS, 13. ROOF VENTS FOR COMBUSTION AIR SHALL INCLUDE INSECT SCREEN. SEAL VENTS WATERTIGHT PER MANUFACTURERS INSTRUCTIONS. HVAC SYMBOLS SYMBOL DESCRIPTION T THERMOSTAT HUMIDISTAT D CONDENSATE DRAIN j 90 DEGREE ELBOW DOWN t� 90 DEGREE ELBOW UP FULL RADIUS ELBOW —;T SHAPE TRANSITION ROUND FLEXIBLE o_ DUCT LINED DUCTWORK ROUND NECK CEILING DIFFUSER N SQUARE NECK CEILING DIFFUSER ®_ SUPPLY DUCT RISER RETURN AIR DUCT RISER ® EXHAUST DUCT RISER —$- ® CEILING RETURN AIR GRILLE MANUAL VOLUME w DAMPER -f=t_ OFD FIRE DAMPER -�-�SD SMOKE DAMPER ALL SYMBOLS ON THIS LIST ARE NOT NECESSARILY USED ON THIS JOB I I I I I i I I I i I I I L� I E L_— __._.....J 0 CEILING EXHAUST FAN, 100 CFM, 120/1/60 WITH WALL ON —OFF SWITCH. 6 39 0 EXHAUST DUCT UP TO DISCHARGE CAP ON ROOF. O%V4" CONDENSATE DRAIN LINE DOWN AND CONNECT TO LAVATORY TAILPIECE. PROVIDE AUXILIARY DRAIN PAN WITH %Y4" OVERFLOW DRAIN. EXTEND Y4" DRAIN LINE THROUGH SOFFIT AT THE BACK OF THE BUILDING. )8 41 0 EXHAUST DUCT UP TO DISCHARGE CAP ON ROOF, O7 "0 OUTSIDE AIR DUCT, CONNECT TO RETURN DUCT AND UP TO CAP ON ROOF WITH MOTORIZED DAMPER AND MANUAL VOLUME DAMPER. e�7 18 "0 COMBUSTION AIR DUCT DOWN TO 12" ABOVE INSULATION AND UP TO INTAKE HOOD ON ROOF, O18 "0 COMBUSTION AIR OPENING WITH INTAKE HOOD ON ROOF, SET UNIT ON (4" CONCRETE PA (TYPICAL OF 7). F -I I I I 1 SCALE: 1/8'-11-0 FLO FX'X'Xl INDICATES SUPPLY AIR CFM IPM <?; z 4 0 HVAC AIR HANDLING UNIT: {NOM 5_10N , HORIZONTAL GAS FURNACE WITH S —TON DX COOLING COIL, Y4 HP MOTOR, 120/1/60 AND GAS INPUT OF 79,000 BTUH, AIR ]HANDLING UNIT: (NOM 4 TON), HORIZONTAL GAS FURNACE WITH 4 —TON DX COOLING COIL, fi HP MOTOR, 120/1/60 AND GAS INPUT OF 64,000 BTUH, AIR HANDLING UNIT: (NOM 3 T,QN), HORIZONTAL GAS FURNACE WITH 3 -TON OX COOLING COIL, 35 HP MOTOR, 120/1/60 AND GAS INPUT OF 47,000 BTUH. CONQFNONQ I,NIJ: sNOM 5 TON), COMPRESSOR: 28.9 AMPS, CONDENSER FAN: 1.4 AMPS, MINIMUM MCA = 37.5, MAX FUSE SIZE = 60, 240/1/60. QQNDENSING UNIT: (NOM 4 TON), COMPRESSOR: 24.4 AMPS, CONDENSER FAN: 1.4 AMPS, MINIMUM MCA = 31.9, MAX FUSE SIZE = 50, 240/1/60. CQNDENSING UNIT, (NOM 3 TON), COMPRESSOR: 14.8 AMPS, CONDENSER FAN: 1.4 AMPS, MINIMUM MCA = 19.9, MAX FUSE SIZE = 30, 240/1/60. EUH-1 THRU EQH- 8, LOCATED IN ATTIC, ELECTRIC UNIT HEATER, 3.0 KW, 240 /1/60 WITH THERMOSTAT SET AT 407, I I I I { ri �M o cy �LO I X co 00 Z O N o CD � X U um N W U t° � z a© I w o CO U z (n V- 5-' OD UJI W �\ N W V? z rn QOZ �z D U W am ........................... KURT G. PENNER 80722 ral dk w Z o_ N w sr ISSUE DATE 07/06/04 SHEET NO. m 1 OF 2 PLUMBING EQUIPMENT SCHEDULE M FLOOR MOUNTED, ELONGATED BOWL, TANK TYPE WATER CLOSET, ADA COMPLIANT. LAY WHITE TOTO "PROVINCIAL" SINK WITH 8 "CENTER SETS, S1Ll'cS STAINLESS STEEL, DOUBLE BOWL DROP -IN SINK, DELTA CHROME FAUCET #2172 WITH CHROME H25 LEVER HANDLES, PROVIDE WITH GARBAGE DISPOSAL, Wj GAS WATER HEATER, 40 GALLONS TANK WITH GAS INPUT OF 40,000 BTUH, GP DOMESTIC HOT WATER CIRCULATING PUMP, IN- LINE TYPE, 7 GPM, 10FT. HEAD, 1/6 HP MOTOR, 1750 RPM, 120/l/60. I' PLUMBING SYMBOLS SYMBOL DESCRIPTION ABBR. mss-- SANITARY SEWER PIPING S5 - - - - -- VENT PIPING V --�-- GAS LINE G ---- - -- DOMESTIC COLD WATER CW - - --- DOMESTIC HOT WATER HW - - - - - - DOMESTIC HOT WATER RETURN HWR - --{- -- GATE VALVE GV Dom- GLOBE VALVE GLV CHECK VALVE CKV —a— CONDENSATE OR INDIRECT DRAIN D ---+0 ELBOW UP --T -D ELBOW DOWN 0 FLOOR CLEANOUT FCO - -� GRADE CLEANOUT GCO ABBREVIATIONS ABBR. -- ABOVE FINISHED FLOOR AFF -- ACCESS PANEL AP -- BELOW FINISHED FLOOR BFF -- BOTTOM OF PIPE BOP -- DOUBLE CLEANOUT DCO -- EXISTING E -- FINISHED FIN -- FLOOR FLR -- INDIRECT DRAIN D -- INVERT ELEVATION OR FLOW LINE INV. FL -- NORMALLY CLOSED NC -- ROOF DRAIN RD --- SOFT WATER Sw -- TRAP VALVE PRIMER TVP -- TYPICAL TYP -"" VENT THROUGH ROOF VTR - HOT WATER RETURN HWR -- TWO -WAY CLEANOUT DCO -- HAMMER ARRESTER HA ALL SYMBOLS NOT NECESSARILY USED ON THIS JOB GFP'IGE #5 A5515T fJ I l 4" SANITARY SEWER REFER TO CIVIL DRAWINGS SHEET C5.1 FOR CONTINUATION I OFMGE #4 � I I I F� ROME d0b, win 4" 1" INCOMING DOMESTIC 1 j 51iPPLY „ LA 2 -- i 2 "J OFFICE #g IE AHU1 -2 GAS INPUT= 79,000 BTUH OFFICE #7 r - --1 1 3 "V'T'R HW _ r _ w GIVING WORK ROOM 4" 1 K— .•.. - -- — — SS«...... — 1 KITC THEN G1�.� 17 fV4" / 1 II �" / A G OVER OFFICE #5 OFFICE #q OFFICE X10 AHU1 -4 GAS INPUT= 79,000 BTUH OFFICE #II 1 Y2 GAS MANIFOLD GAS METER (TYP. OF 3) TOTAL BUILDING LOW PRESSURE GAS DEMAND = 546,000 BTUH G LOW PRESSURE 1Ys" GAS PIPING IN G Gj ATTIC (TYPICAL) OFFICE W-7 I G 1 III 11A 'Y4» —� OFFfGE alg OFFICE 420 OFFICE 021 OFFICE #22 3 I c.�...... AG LA Yz" HOT WATIR G BCD RETURN -- Y�" LA of o YYI _ M — Fr..._ Y NOR, W Yr .W 7 — " F' OFFICE #15 OFFICE #1.1 OFFICE #16 OFFICE X15 4 ;Y4 FCO 1 4 ROME ENRON _ 2LAV� G '44" -- ARE -- -- -- Hw- 1 "" —. of 1" 241v 12 J I I sr - AHU1 -6 GAS INPUT= 64,000 BTUH lj RAW, +I„ RESERVOIR I L, '4" I P j 2 3 "VTR j AHU, GAS INPUT= I 47,000 BTUH j -- — ss - —� -- -*a 4 I GCO " r' COLD WATER. REFER j ;Y 4 GLO GgypUT� �4 4" I TO CIVIL DRAWINGS PLUMEIN� -- GENERAL NOTES: 4 tLi 79,000 BTU OFFICE #13 SHEET C5.1 FOR 1 AHU I , O II 1, ALL PLUMBING INSTALLATIONS SHALL BE IN STRICT COMPLIANCE WITH THE CONTINUATION. OFFICE #3 INTERNATIONAL PLUMBING CODE 2000 AND ALL STATE AND LOCAL GOVERNING I GAS INPUT = OFFICE #2 RECEPTION II GAS COCK CONFERENCE �2 AUTHORITIES HAVING JURISDICTION. 79,000 BTUH AHU1 -3 2 GAS INPUT = (TYPICAL) GLO 2, ALL INSTALLATIONS SMALL COMPLY WITH THE INTERNATIONAL ENERGY I 79,000 BTUH El CONSERVATION CODE 2001, DOMESTIC HOT AND COLD WATER PIPES SHALL HAVE A MINIMUM 1" THICK INSULATION UP TO 2" PIPE SIZE AND 1Yz" THICK I GONFEtiCrvGE >~t II I INSULATION ABOVE 2 PIPE SIZE, ALL WATER HEATERS NOT SERVED BY A CIRCULATING PUMP SHALL HAVE HEAT TRAPS. j OFFICE #I OFFICE #14 3. SANITARY SEWER LINES 4 INCH AND GREATER SHALL BE SLOPED AT V4 INCH PER FOOT. 4• PLUMBING CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, LOCATION, AND ELEVATION OF ALL EXISTING PLUMBING LINES AND UTILITIES. - 5. PLUMBING CONTRACTOR SHALL REFER TO SHOP DRAWINGS OF EQUIPMENT FOR ROUGH -IN OPENINGS PRIOR TO BEGINNING WORK, I 6. ALL HANDICAPPED ACCESSIBLE FIXTURES SHALL BE APPROVED TYPES WITH I "— 4 REQUIRED CONTROLS AND INSTALLED TO HEIGHTS AND CLEARANCES AS PRESCRIBED BY AMERICAN DISABILITIES ACT (ADA) AND TEXAS ACCESSIBILITY - - - - - STANDARD (TAS). REFER TO ARCHITECTURAL DRAWINGS FOR ALL PLUMBING NOTES BY SYMBOL: ' ®' DIMENSIONED ADA MOUNTING HEIGHTS AND SPECIFIED CLEARANCES, 7, ALL WHEELCHAIR LAVATORIES AND SINKS EXPOSED PIPING SHALL BE I SHUT -OFF VALVE IN VALVE BOX AT GRADE, INSULATED, OFFSET DRAIN FITTINGS ARE REQUIRED TO PROVIDE MINIMUM 2 Y4 "HW AND bi "CW DOWN TO SINK, CLEARANCES, BUILDING 1 FLOOR PLAN --" PLUMBING GAS WATER W=ATER N, EX LOCATED IN 8, SELECT HANDICAPPED WATER CLOSET FLUSH LEVER OPPOSITE RESTROOM GRAB ATTIC WITH DRAIN PAN. EXTEND T D IP BARS. — — RELIEF VALVE DISCHARGE LINE TO EXTERIOR PRO 9, MAINTAIN PIPING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC CODE SCALE: 1 /8 "--1 0" WALL AND TERMINATE AT 6" ABOVE GRADE, ABOVE ELECTRICAL PANELS, FIELD COORDINATE WITH ELECTRICAL (D CONTRACTOR. 10, SANITARY PIPING SHALL BE PVC, DOMESTIC HOT AND COLD WATER SHALL BE COPPER. NATURAL GAS PIPING SHALL BE BLACK STEEL. 1 3" VTR ED P 3" VTR 2 JIL 1` AIL I I 31. 3,/ I I HW CW HW CW CW I CW HW CW CW CW HW CW HW CW Hw CW HW CW CW CW HW CW CW HW CW CW I HW CW 1 /2" 1 /2n 1/2 " I 1 /2" 3/4n 1/2 » 1 /2" 1 /2" 1 /2» 1 /2» 1 /2" 1 /2" 1 /21f 1 /2" 1 /2" 1 /2" 1 /2» 3/4" 1 /2" I 1 /2" 1 /2n 1/2 I I I 3/4" I I I 1 1 2" I I 3" ' 3n 1 1 2„ 1 2» I I 1 1 1 i 1 2" I 1 1 2» 1 I 1 ., 1 » I 1 " TT� - - -- ---- {,�------ r---- •�----- -_ -�_� - T- ,......•._- .-.? T r- .- .- .....- - ...6� - ------ -I - -_- T - -�- --rte =? --F�- - .... -3- I2 I 1 I I i I I I I I i I I I I 1 I I 1 I I 1 I I I I n " ,. „ I I I I I n n I n " 1 I I I I 1 1 I I 1 1 » n » I I 1 2 r 2 2 2 r 2 I 2 I 2 I ' 2 1 1 2 1 1 2 I 1 2 1 1 2 I I 2" 1 2» I I 1 1 " I » ,�,� ,� I 2 1 2 i� 2 1 2 ' r i I DISHWASHER I r ' i 1 I I I DISHWASHER 1111 1 I DRAIN HOSE I I I I DISHWASHER I I I DRAIN HOSE I I I � ( � � DRAIN HD5 1 I I I I E� I I 1 I I CONNECTION ( I I I i ' GARBAGE ' 1 1 I I CONNECTION I I i t 1 1 1 I I 1 I DISPOSAL I � � 1 I t I I GARBAGE I I 1 I i I I CONNECTION 1 GARBAGE 1 ' I I LAV I I LAV I I (I SINK D L I i I I I I SINK I I DISPOSAL I I i I i I SINK DISPOSAL i I LAV LAV LAV LAV V I I I � LA � I 1 I � I I LAV 1 I i 1 I � I 1 1 I I I I 1 r l i I 1 I or I r I I ' 1 ' CO ' I Co " I I " I I „ ' c0 1 2" I I " ' Co "' co .' co " ' co I I ' co I ' Col 1 1/2 1/2 1/2 1/2 / 1/2 1 1 2 1 1 2 2 1/2 " ! " " " I ' GO I / � / � � 1 2 I 1 2 1 2 pl/2" r I r r / / I 1 2 » I �+ 1 / » 1 2 ' » I 1 T T I I I I I I 1 /2 1/2 / � I 1 I ! I l I T 1 1 1 I 1 I I i i I I I 1/2 ' I 1 I ( �l 1 I 1 I I 1 1 � 1 ` i L_ _ -I L_ _ __-_1 L_ _ 1 L.. J .. _ - J L_: 9 0 _ __J L..... TO 0 TO DCO WC WC DISHWASHER y1WC WC DISHWASHER WC WC WC D SHWASHER WC NOVEMBER EMISSION 2" 2" 2" 2" 2" 2" 2" 2" n 2 2" 4 4" 4'� 4» 4» 4 4n " 4" 41. 4" 4" 4" �_ 4/. �4" 4" PLUMBING RISER DIAGRAM SCALE: NONE GCO RONNIE ca pi) C, N I co rTOO— o0 z \ � N a � X aQ �LA. N 0 r— w En CD Ld � Z �O I U Z N oa! y' GD J Ld Ld $ N w 0 ? lrn _ Z to 0 �U W (L KURT G. PENNER -o•. $0722 'il•. A L • • Iloilo r ERROR ORION • z O ERROR W ISSUE DATE 07/06/04 SHEET NO. P1 OF 2 1L"^ A uA ^ nA .tee•. r ". r ". r i BUILDING SCALE: 1 /8 " =1' -0" 1 FLOOR LIGHT NG NOTES INDICATED BY SYMBOL I D ALL EMERGENCY FIXTURES AND EXIT LIGHTS SHALL BE �—/ CONNECTED TO THE UNSWITCHED HOMERUN OF THE LOCAL LIGHTING CIRCUIT FOR CONSTANT 'ON' OPERATION. FIXTURE SHALL BE CONTROLLED BY COMBINATION OF PHOTOCELL AND TIME CLOCK. PHOTOCELL SHALL TURN FIXTURE 'ON' AND TIMER SHALL TURN FIXTURE 'OFF'. �3 ALL LIGHT SWITCHES SHALL BE INSTALLED AT 48" A.F.F. TO ACCOMMODATE A.D.A. REQUIREMENTS, UNLESS NOTED OTHERWISE, REMOTE EMERGENCY FIXTURE SHALL BE CONNECTED TO THE LOAD SIDE OF EMERGENCY BATTERY PACK INDICATED. OWALL SWITCH OCCUPANCY SENSOR SHALL BE EQUAL TO WATT STOPPER WS --200. FRANCIS P. McGUIRE HY • •. • IL • •••1IIIIY H 1111H1111 H t 919(X} pwcENS. w a V W V) Z O V) W O! ISSUE DATE 07/06/04 SHEET NO. E1 OF 6 { I I I i I I I I I I I I 4 11MECLOCK AND CONTACTOR Cl FOR HOUSE LIGHTING H1 -5 %k L. — — — J HOUSE METER AND DISCONNECT -TENANT METERS I P1 A -37/39 PlA -41 /41 PlA -45/47 r,,. P1 A -49/51 P113-9/11 IL PIS -13/15 3OA /2P/NF /WP NORTH (Tj),.EBUlLDlN,GWWWW.,Do#1 FLOOR P & SIGNAL sto P.011 SCALEql/8 =1 ELECTRICAL POWER AHO SIGNAL NOTES _INDICATEI_] BY SYMQ9 ; '(i ; ( ALL RECEPTACLES SHALL BE INSTALLED AT 15" A.F.F. TO ACCOMMODATE A.D.A. REQUIREMENTS, UNLESS NOTED OTHERWISE. ALL RECEPTACLES NOTED AS * SHALL BE INSTALLED ABOVE A COUNTER OR WORK SURFACE, THE MOUNTING HEIGHT SHALL BE VERIFIED AND COORDINATED WITH ARCHITECTURAL DETAILS. ALL RECEPTACLES WITHIN 60 -0" OF A SINK OR LAVATORY SHALL BE 'G.F.I.' PROTECTED. COMBINATION TELEPHONE /DATA OUTLETS SHALL BE INSTALLED AT 15" A.F.F. TO ACCOMMODATE A.D.A. REQUIREMENTS, UNLESS NOTED OTHERWISE, . (D ALL TELEPHONE, DATA, AND SIGNAL OUTLETS (UNLESS NOTED OTHERWISE) SHALL INCLUDE A RECESSED, FOUR SQUARE METAL BACKBOX, COVERPLATE, V4" E.M.T. CONDUIT RISER WITH NYLON BUSHINGS ON EACH END AND PULL STRING, THE CONDUIT RISER SHALL BE TERMINATED IN AN ACCESSIBLE CEILING SPACE, FINAL TELEPHONE, DATA, OR SIGNAL WIRING SHALL INSTALLED IN A SEPARATE CONTRACT. (D REFER TO SHEET E5 FOR ELECTRICAL RISER DIAGRAM. L_ . ,_. _S I f I I I 1 I 1 I I o �y � to n tp co r— w- 00 o CA � n o� oc X U � C4 C) ui La 1.� > d I Q 4D © CO Z 0 ? Too w 0.1 \ ,J N _ LAJ J le 0) Z C to a W ►, CL r; , ............................... RANCiS P. McGUIRE 9190D M*os- S O 0 w a V W WIND r V3 Z _O LIJ w i� ISSUE DATE 07%06/04 SHEET N0. E 2 OF 6 ••• rR as •, R � •1 •I• news .1f•.i1•Yiii•I. •••..,. •I FRA CIS PI MCGUIR .IY. N• • ii•YIi1Y 111. •1..Yry Ads 91900 /C `�4 Ira' du w i 41 V) Z _0 V) .Y.. w Of ISSUE DATE 07/06/04 SHEET N0. E 5 OF 6 (D M o N � tr) r cD 1 00 0o z� Q N O41 aX LL 0 Wash Llj W U N Z � I c� z Ln WO. CK W W —+N � LL.I W Z Y ..J Z C.D co d a W MCL . %OE •. ++ MOM s4• _ Y�I •.IMY •{.Y Y... YIIYY Y.M Y1i FRA CIS P. McGUIRE .a.. 91900 f .� �� s c N S� A "MEL A w • r A V/ Z _0 LAml ISSUE DATE 07/06/04 SHEET NO. E6 OF 6 � M � N Ln L0 h to xx � OD Z C] N Q IM OC Q X U Q 4.. cV a 41 U bi W a O I Q C 0 00 Z w >- OD VM � a _J W N LJ W W Z �e ,1 Z aG 0U W ►nd . d Y .YY..Y Y1i Ji11.111YYY.Y.Y.1YY111. FR A aS1.P_. M GUIRE 1 ,/C do 0 4tdw 7 r' rol a - - r a W Z 0 V) W ISSUE DATE 07/06/04 SHEET N0, ME1 OF 1