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835 Atlantic Blvd i.' , r fi , r.. .+t � ,: 3' .", rT.�'Mi! ��r -'• `'.Cart . - a y , < t- i F , x a. n r, t • l r r :• ilk T ill, Fw 'Mom. AJAL T"r,. r, ,. £ .. � .,,.-, .. .. � , ��.,.. i • as,4i ,u R`—It ,-rst .,tea '-, ��_ -� - - - .n f.� � .. .... '.. "ti. .•,�. Y:.:,'.:... Oft 44 oo , ti. i 4 + M� n �;• ^ i � ,y s II 1 x <c =ry III I , _ .r Ii GP's— �•' _ � ., •t •'A a � it 1 .j Y4 _ _ '- '�S Q f�• • +fir r-.'+. } • qq , , 3a " 5 , aaas Ft3' , , 'CYC' I a , _ e � .A • k . , `q£ r. rF -,18 d3NO314O '000a t73AM38 51119121 7-Iv '*DNI 's3slada31N3 s,ANNos fI8 NM VNO OX7 .(FJ O31 V'JYJ 10/91/01 -'31 VG NOISM3& 1%0/80 -.31 SLkNN u�'Id a,LIS W N W W CD I CANOPY LOCATED PER CUSTOMERS INSTRUCTIONS. r I 3 POINT TURN MAYBE REQUIRED TO ENTER CONVEYOR. ao , f75�1 LL -- - r-------------------'-------1 , Y / � C 1 I I 1 1 I 1 ��,I 1 � r �•� 1 � ,rr/ 1 L.—A'1 y I I , a SITE LAYOUT PROVIDED BY CUSTOMER 4 O ,- 0 t , Q O z- sNw C in , azo 4 rc i 4 arca z W a QED I ® Wr con aa Y w A y�y' N -5" rrrc x ,1122 u Z F- C �a m f-�Zw O W a W u arc rn 2rrc SOL w wxx 3 O qN OY r U w �4 4 7 rL u z q City of Atlantic Beach— PlanningEWED _= Plenning and Zoning Department KE"V� '9 a sm�1 x This approval verifies compliance with applicable`" zoning, subdivislon and other local land �3A development regulations, but does not constitute —"��jj W w approve or the Issuance of permits. Compliance with Florida Building Code and all-other applicable DECO 001 L7 y 4 local, State and Federal permitting requirements o4 must be verified by si nature of the City of Atlantic tJACKSONVILLC FIRE W�iz4 Beach Building offi, I prior to the I ance of a �y Building Permit. PREVENTION p'vI�I�N Z W rc+ 4 _ 1118 F-�'ICsEP11[1N9 w�= 4 Approved BY: GGt/�( k{i?izh7toN§ All NOTED W�a Gom uYDIve'pm Direc+or � rcaa Date:�L z w w u y. sjlny'y OV E nWU? a7 orry OF ATLANTIC BEACH BUILDING OFFICI= rc� EC 0 0 uu1 uF�4a yzia, U0.o�o � 4 zu mriW�L �. pV17WC 2 s C Jy,1� j U 61nxF-2 o � 1 — 6 80 '-2 ' Z g C q 65 '— 7" L;; Q � � w � w 6 '— 7„ o ,3 0 55 '-8" N W 50 ca ' a N 37'— 1 ,) a .30 ' Ci 26 - 11 " z 24 '— 11 " w w 23'-- 10 " C'� w 22 ' 0 z 12 '-2 „ i--\ I / 1 II I I I I I II II II I / II II 1 II I I 1 N,_'/I 1\ ♦� � II I � �/ II La�_J I � II II II 1 II To A /J-A J2 19 � I8-A l0- IJ-F 8-B 7-g 8 ,'rB a 11-A 1-B 17-A 12-8 B--A 7-A 6 5-A B i C 2-A B - x. 3-zL 2-9 hC l m I m I w I WYM PIT i 6 O # ti ri n 0ID I O� JI " I 28 i T I T_B hC 1 a a _,SGL IA MER CONFIDENTIAL WARNING: C 1 1 P � Q � 0 lJ�^A-A�3 -- 0 2 BREEZES ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL.STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, U EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND OR ARCHITECT AND ENOINEER. IS STRICTLY PROHIBITED. THIS WORK 15 THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR G�N'(�$�IRNISHEQ EQQIFMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. C('4/F�• 3�3`J'�-1�--t7" X" HnTFII PI FASF RCFFR TO OTHER MANUFACTURERS,IF ANY,EOR THEIR EDUIPMENT REOUIREMENTS. SOLENOID VOLTAGE =24V 208V EQUIPMENT LIST RESPONSIBILITY MATRIX ELECTRICAL —{F- WATER PLUMBING AND MECHANICAL WORK ELECTRICAL WORK o REMARKS ITEM /# DESCRIPTION VOLT HP PHASE AMP C.B. M.S. COLD HOT RECLAIM AIR FURN. BY: ERECTED BY: EQ. RM. PIPING: TUNNEL. PIPING: FURN. BY: ERECTED BY: WIRED BY: co 1-C ROLLER UP SOLENOID 24V iP .75A J/e" SONNYS SCIN GC SCN1 SONNYS SCWl CC Cp I-K R.45. (2-TANK PARTIAL SYSTEM-J) VARIES GC CC GC GC GC GC GC (REF. DRAWING CWD-SYS-3) Q cn 0:1 2-A PREP. GUN PUMP 205V XSHP JP 24.2A 50 1 3/4' SONNYS SCM GC GC SONNYS SCM CC 2-8 PREP. GUN STA710N 1/2" SONNYS SCM CC GC SONNYS SCM N/A SCH-80 B.I.P. 3-A MAG. WHEEL (CHEM. CONTAINER) OTHERS OTHERS N/A NIA OTHERS 0774ERS N/A ti 3-9MAG. WHEEL PUMP UNIT 1/2" 3/8" SONNYS OTHERS GC SCM SONNYS SCM N/A WALL MOUNTED � 3-D MAC. WHEEL SOLENOID 24V IP .75A SONNYS SCM GC SCM SONNYS SCM GC SCHEDULE-80 B.I.P. ❑ qa 4--A RUG CLEANER (CHEM. CONTAINER) OTHERS OTHERS N/A N/A OTHERS OTHERS N/A _ _❑ 4-B BUG CLEANER PUMP UNIT 1/2" J/8" SONNYS SCM CC SCM SOONYS SCM N/A WALL MOUNTED Q CJ �I s w 1 ij 4-C BUG CLEANER SPRAY WAND SONNYS SCWI N/A SCWi SONNYS SCM N/A :Z 5-A APPLICATOR /1 (CHEM. CONTAINER) OTHERS 07HERS N/A N/A OTHERS OTHERS N/A ❑ (I: ❑ U 5-0 APPLICATOR 11 PUMP UNIT J14" J/8" SONNYS SCM GC SCM SONNYS SCM N/A 5-C APPLICATOR 11 FRONT SOLENOID 11 24V 1P 1.2A _ _ SONNYS SCWI GC SCM SCNNYS SCM GO Q O 5-0 APPLICATOR 11 REAR SOLENOID 12 24V IP 1.2A SONNYS SCM GC SCM SONNYS SCM CC M 5-1 APPLICATOR 11 APA-100 (ARCH) SONNYS SCM N/A SCM SONNYS SCM N/o - LU n 7-A CTA (CHEM. CONTAINER) OTHERS OTHERS N/A N/A OTHERS OTHERS N/A > cooa 7-8 CTA PUMP UNIT 1/2" J/B' SONNYS SCWI GC SCM SONNYS SCWI N/A W 7-C CTA SOLENOID 11 24V IP I 1.2A f SONNYS SCM GC SCM SONNYS SCM GC o; 7-0 CTA SOLENOID 12 24V IP 1.2A SONNYS SCM GC SCM SONNYS SCM GC �` r 7-I CTA APPLICATOR (DOUBLE) SONNYS SCM N/A SCM SONNYS SCM N/A 0 10-A AIR COMPRESSOR 205V 5HP JP 16.7A 35 1 1" SONNYS SCM GC N/A SONNYS SCM GC (SEE MANUFACTURER MANUAL) 10-8 UNDER CARRIAGE SOLENOID 24V 1P 1.2A 1/2" SONNYS SCM CC SCM SONNYS SCM -_ _ CC , 10-C M17TER WATER SOLENOID 41 24V 1P 1.2A J/4" SONNYS SCM GC SCM SONNYS SCM CC 10-0 WRAP FOAMER TUBE SOLENOID 24V lP 2A 1/2' SONNYS SCM CC SCM SONNYS SCM GC z 10-E WRAP RETRACT SOLENOID 24V iP .75A 3/8' 5ONNYS SCM GC SCM SONNYS SCM CC -- 10-G WRAP FOAMER PUMP ST4770N (G-57) 24V lP 2A 1/2" 1/2- OTHERS OTHERS N/A N/A OTHERS OTHERS - N/A ♦�1 rw 10-1 UNDER CARRIAGE(UND-100) SONNYS SCM N/A SCM SONNYS SCM N/A � 10-4 WRAP AROUND SF-77S(MOUNTED) SONNYS SCM N/A SCM SONNYS SCM N/A w ■� I1-A TRE BRUSH POWER PACK 20HV 5HP 3P 16.7A 35 1 SONNYS SCM CC SCM SONNYS SCM GC ~ ■ 11-B WRAP BRUSH POWER PACK 208V 7.5HP JP 24.2A 50 1 SONNYS SCM CC SCM SONNYS SCM CC w oo 11-C TRE BRUSH RETRACT SOLENOID 24V IP .75A 3/8" SONNYS SCM GC SCM SONNYS SCM GC to 11-1 TRE BRUSH TBG-100 SONNYS SCM N/A SC'M SONNYS SCM N/A r z z 0 .--I E T4 C!1 a z P4 DISCLAIMER r'ASLLSTRR, AL WARNING: 4 1p O O 3 5 — L1 I^� 1 - 0 3 BREEZES ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS VCJC/ 11SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR 5Q NY'S FURNISHED EQUIPMENLOHLY UNLESS OTHERWISE RESERVED. S('AI F- N T q - o.r, or ——1.ueullrerTH.- ,e.v CnO TWCIG CnIIIOl1CMT ACnlJlPF F)JTC 208V EQUIPMENT LIST RESPONSIBILITY MATRIX \ ELECTRICAL o- WATER PLUMBING AND MECHANICAL WORK ELECTRICAL WORK REMARKS ITEM # DESCRIPTION VOLT HP PHASE AMP C.B. M.S. COLD HOT RECLAIM AIR FURN. BY: ERECTED BY: EQ. RM. PIPING: TUNNEL. PIPING: FURN. BY: ERECTED BY: WIRED BY: _ 12-8 COMBINA77ON POWER PACK 208V 5HP JP 16.7A J5 1 SONNYS SCY4 N/A SCWf SONNYS SCWi CC C] 12-5 OM1VI-1 2 SPRAY (MOUNTED) SONNYS SGWI N/A SCWi SONNYS SCWf NIA OD 13-A H-25 STAND & CONI (SINGLE UNIT) I" SONNYS SCWA OC SCWA SONNYS SCWi NIA I \co � 13-D OMNI 51DE FLIP SOLENOID 24V IP .67A 3/8' SONNYS SCWf CC SCW1 SONNYS SGWf GC O O 13-G H-25 OMNi PUMP SIDE(11) 208V 15HP JP 46.2A 90 3 1 SONNYS SC W1 CC SCW1 SONNYS SCW1 CC 14-8 THREE COLOR FOAMER PUMP STATION 24V IP 5.7A J/4' 112" SONNYS SCWf GC SCWi SONNYS SCKI GC 14-C ONE COLOR FOAMER PUMP STA77ON 24V iP JA J/4' 112' SONNYS SCW1 GC SCW1 SONNYS SCW1 GC 14-J ONE COLOR FOAM FMR-111A MOUNTED SONNYS SCW1 N/A SCW1 SONNYS SCWI NIA SONNYS SCW1 NIA SCW1 SONNYS SCW1 NIA q c) ca c) 14-4 FMR-33JA T.C.F. (ATTACHMENT) � ❑ ca q 15-3 SIDE BRUSH SF-1 (MOUNTED) SONNYS Sc_w NIA SCWI SONNYS SCW1 N/A lylw 16-0 SIDE BRUSH WATER SOLENOID 24V IP 1.2A 112" SONNYS SCWi GC SCWi SONNYS SCWI GC WALL MOUNTED W VT t U Lo 16-E MITTER WATER SOLENOID/2 24V IP 1.2A I/2" SONNYS SCWI CC SCM SONNYS SCW1 GC WALL MOUNTED LL J � c 16-1 RINSE ARCH RNS-100 (ARCH) SONNY5 SCW1 N/A SCM SONNYS SCW1 NIA ❑ CJ ❑ U 17-A SEALER WAX CHEMICAL (CONTAINER) OTHERS OTHERS NIA NIA OTHERS 07HERS NIA 17-8 SEALER WAX SOLENOID 24V 1P 1.2A 1/2' SONNYS SCWf GC SCW1 SONNYS SCWf GC WALL MOUNTED o 17-D FINAL RINSE SOLENOID 24V 1P 1.2A 3/4" SONNYS SCWi GC SCWI SONNYS SCWf GC WALL MOUNTED O cV 17-1 SEALER WAX (ARCH) SLR-100 SONNYS SCW1 NIA SCWA SONNYS SCW1 NIA p 17-4 DRYING ACENTIRINSE WAX(ARCH) SONNYS SCW1 NIA SCW1 SONNYS SCW1 NIA 17-5 FlNAL RINSE (ARCH)RNS-I00 SONNYS $GWI N/A SCWi SONNYS SCWf N/A w rn 18-A CONVEYOR POWER UNIT 208V 7.5HP 3P 24.2A 50 1 SONNYS 5CW1 CC SCW1 SONNY5 Scm cc Lu 18-1 CORRELATOR/CONVEYOR PIT GC CC GC GC GC CC GC CONVEYOR PIT 1'-6"LONGER THEN CONVEYOR 19 ENTRANCE EYE CONTROL STATION 24V IP .67A SONNYS CC NIA N/A SONNYS GC GC WALL MOUNTED 20 REMOTE RELAY STATION 24V 1P .67A SONNYS CC NIA NIA SONNYS CC GC WALL MOUNTED a 21 MOTOR CONTROL CENTER (MCC) 200V 3P 600A SONNYS GC NIA N/A SONNYS GC GC (VERIFY TCL) 22-A ELECTRICAL EYE SENSORS SONNYS SCW1 NIA NIA SONNYS SCWA GC Q 22-8 ENTRANCE TIRE SWITCH SONNYS SCW1 NIA NIA SONNYS SCW1 GC U 22--C STOP/START STATIONS 24V IP GC GC NIA NIA GC GC GC s 22-E WARNING HORN 24V IP GC GC NIA NIA GC GC GC ♦�1 w 23 MITTER MOTOR (FRONT TO BACK) 208V 2HP 3P ZOA 15 0 SONNYS SCWI GC SCWI SONNYS SCWI GC rn a ZJ-1 MITTER FB-2-8-SFU-202 (ROLL) SONNYS SCWI N/A NIA SONNYS SCWI NIA w 24 MITTER MOTOR (SIDE TO SIDE) 208V 2HP JP 7.8A 15 0 SONNYS Scm ac SCWI SONNYS SCWA CC 24-1 MITTER SS-4-B-SFU-804 (ROLL) SONNYS SCWi NIA NIA SONNYS SCW1 NIA w 25-A BLOWER MOTOR NO.1 208V 15IIP 3P 46.2A 90 3 SONNYS Scm NIA NIA SONNYS SCWA GC 25-8 BLOWER MOTOR N0.2 208V 158P 3P 46.2A 90 3 SONNYS SCWA NIA NIA SONNYS SCWi GC z 25-C BLOWER MOTOR NO.3 208V 15HP JP 46.2A 90 3 SONNYS SCWT NIA NIA SONNYS SCWA GC O 25-0 BLOWER MOTOR NO.4 208V I5HP 3P 46.2A 90 3 SONNYS SCWA NIA NIA SONNYS SCWI CC O 26 BLOWER (OSC.) MOTOR 120V 1/4HP IP 5.2A 15 AUX SONNYS SCWI N/A NIA SONNYS SCW1 OC 26-A BLOWER (FLIP) SOLENOID 24V 1P .67A 3/8" SONNYS SCW1 NIA N/A SONNYS SCW1 GC 26 MAC WHEEL (SIGN) VARIES IP SONNYS Scm NIA N/A SONNYS SGWI GC 29 FOAMER WAX (SIGN) VARIES IP SONNYS SCWI NIA NIA SONNYS SCWA GC 27 PULSE SWATCH SONNYS SCWi NIA NIA SONNYS SCM GC 31 SEALER WAX (SIGN) VARIES IP SONNYS SCM N/A N/A SONNYS SCW1 GC 32 UNIMAC WASHER TYPE-(202) 206V --- 3P 19A 30 NIA J/4" 314' SONNYS Scm NIA NIA SONNYS SCWi GC 4 WIRE 4"01A. DRAIN J3 UNDER CARRIAGE (SIGN) VARIES IP SONNYS SCWi NIA N/A SONNYS SCW1 GG 37-A VACUUM (20HP) 208V 20HP JP 59.4A 100 3 SONNYS SCWI N/A GC SONNYS SC W1 GC STOP/START STA77ONS BY OTHERS E-+ Fri F-a z a DISCLAIMER CONFIDENTIAL WARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS Cj I I 1 010 8 4---A�--A 2 3 - 0 3 A B R E E E SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AHD/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK 15 THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNISHED EQUIPMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. 4nien 01 CACC 0c 0 Tn nTueo UAMIICAnTII0VDq IC AMY env TLICIQ Fn111PUFMT AFnIIIAFMFMT9 �'('.A!�• N T.S 20 TO REMOTE RELAY 7D REMOTE RELAY 3/i"PAL 1S)16 20 J/4"PbC 16 J 16 J J \ O ro-c a o m m 17-8 16-D s-c s-c 6-D 5-D 17-D 16-E fJ-D 10-0 7-C T 1�C 7-D 6-B 5-8 J-D 10-C 7-B 3-8 Y0 10-8 C) m ra ra 1J-C ® I-A 1-B z_A 2f 19 O q � 17_A 1J A 6-A 7-A 6-A 5-A J-A ,I Q :R- x RL I--K R.T.S(2 TANK PARTIAL SYSTEM-J) WALL N NORTH WALL (FunrRe) SOUTH WALL 4 AREA 1 EQUIPMENT ROOM S EQUIPMENT ROOM " 0 w c a w � a z c� -------------------- ------------------ It ----__-=-_--,i II / x II I 1 II II I I II II I 1 II I / I I U II It 0w a 0. a 1-A LU z C20-)MlI21 rn L?' 13-A i- 32 i9 13-G z 181A 10-A 13-F 8-8 7_8 6-8 5-B 3-B a ii-rACI 17-A I B 8-A 7-A 6-A 5-A --A 14-8 4 ti N I I I It J= '� I I m I VEYOR PITIL I h LG2 �, I � I n I l ru J1 3 29 j i M, 2 - N O N N N n C) n _J r L� F;L o a U �i E-{ U olScLAIMER CON ENTIA WARNING: 1 1 1 - p 0 S 4-A--A 3 -' 0 4 BREEZES a ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING.VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, W EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNISHED EQUIPMENT ONI"F UNLESS OTHERWISE ALL RIGHTS RESERVED. r AIF N T C u...r,. ...x+11 .....rues uwur+rn mrec .c — 4 vu—rn1110uruT nrnmoruru�e 1�. 1'WA TO LRE J14' - 4 4 I 1 J 4 t ___-- I I _��—„I___—__ I J i � 1-�_RFCLAAIf Ll/£ _ lo-a a 6-0 v 5--C j 11 O I7- 16-a t7-HL t6-f a r.7-H o'o--f v 7-c °6-H v S--D FRW A i 11 O X IhH I v 11-C v7 B 8 *--�—i I LLy 10-C I I 6-B � I ®� +10-8 I IJ-G 1 I-A I_H 19 N )J-A I IJ-A 8-A CED 6-A T 7 fl ra A rz-B II-A fi ❑ CD ca q co ❑ 1-x p r.s(z I,�xvAnnµSr#>{ar-J) z'POPW,;rx0u L, SOUTH WALL NORTH WALL III LQza sucr +ul,rs� i SOUTH YPALL SOWCL MIV S U 2 TUNNEL AREA 1 EQUIPMENT ROOM { i -___—_oza�Anxn+_� S EAUIPMENT ROOM Iy1 S LL_� sucnav ices ❑ ❑ U 0 0 0 N 4 La � w a w V) I-- CE c� a Ci z ----------------- 0)_=____=_=---� I ,L ii II 2”PVC OZONE SUCTION 7 I / u o it / Nr -- -�i $ ! µr-------- (2) T--`-� I` / I ¢ —� La L ___J I I I I I I I I I __ T— I I 750 GALLON w JL�s__JL___ __J LL ___________ U I OIL AND WATER SEPARATOR r--FRW-5AN9 -------------- --------------I I --_�_.._---- --------- �-�—H— -------------�� 4 SEPERATOR I'PVC SCH 40 I ----------/ j I-- - z _ o 1 ZO7(=-i317-A f___ 'a_f -_ ___- 32 I 19 f� I �� TO WASFI EflUIP. 18-A i 1lZ-B 6 A 7-A 6-A 5-A _ !0-C 2-A 8 I I I N N c� 3 ZZ I 2-B 4-C n I L I I Wrri fl I I 11- 16 µl I Ln I YI Y 1 I = I tMR, h N I ZX K3 — ~ — — L� VEYDR PIT I to I �-1 N w 3 Mg CO N N CJD O� U W a w DISCLAIMER CONFIDENTIAL WARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWP - 010 4-A---A 2 3 0 5 BREEZES SITE SPECIFIC CONDITIONS ANO COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC, THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNI5HED EOUIPMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED, grAI F' lel r S mnTvn PI FACF RFFFR TO nYHFR VoNUFACTLIRERS_IF ANY.FOR THEIR EOUIPVCHT REOUIREMENTS. 00 ",ca NOTES: 1. ALL UNDERGROUND TANKS AND PIPING BY CONTRACTOR. m } 2. THIS DRAWING IS TO SHOW TANK HOLDING CAPACITY AND PIPING [p 6"o RELATIONSHIPS ONLY. THEY ARE NOT INTENDED TO ADDRESS TANK p ❑ ❑W OZONE SUCTION OUT TO SEWER STRUCTURE ENGINEERING. CA � U s X 6 X s 2"PVC SCH-80 1= s L 5 -<c Lu TEE C) 0 ON C) C;~ U ❑ U •; d d• 7d 2"PVC PUMP RETURN UNE d•� 6"PVC ELBOW a d o 0 6"PVC 0 W a w .7 7m m •d coo 6"PVC •d REP RESSURI7A710N a Z5 (2) 2" PVC PUMP SUCTION LINE Mrr N C7 ' 6"PVC ' 6"PVC ELBOW �.^ 6 X 6 X TEE e ti, n n • ' :� b 4� Lj V{ a trl N EL ♦ n H cj kn v low 4 4A d F ♦ a. In • _ a.s d . d F as 6"(0.152M.] 36'(0.95 M[P.42Mq�� --- 48"(1.219M.] � dk}-�—�-- 24"[0.610M.] —�- - 6"[0.152M.] ►32"[3.35JM.] 1000 GALLON TANKS 1500 GALLON TANK SCALE: N.T.S. SCALE: N.T.S. RE CLAIM WANK SYSTEM ( SA7 0 —_3 ) 2 TANK PARTIAL 65i cn cn z U DI3__ C�elA1FR rRI AL WARNING: CjI I P -- 01084--A--A 3 -- O6 BREEZESALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF CONTAINS AHD CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL.STATE AND LOCAL BUILDING CODES IS THE ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF,EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR, Q NYS FURNISHED EOUIPMEN7 ONl Y UNLESS OTHERWISE RESERVED. SCALE: .— -—c arrro in n7wrq LANIIFlP711gcgC IF ANY FOR TNFIR FOUIPIAENT REOUIREMENTS. SCALD. N.T.S. 0 0 J/8" Jf8" 3/6 J/8� J/8 J/8 J/B I"PN MATiC LIN J/8" 1. p IO-C 06 C S- 0 0 O m 0 10-0 6-D 0.�0 m 10-E 0 7-C 0 3-DI-c 14-8 11-C 0 7-0 (TE) 5-8 0 1O-C 7-B _6J-B 20 r 0 IO B e-B lJ-C 1-A l-B 19 Q m co c- 17-A IJ-A 8-A 7-A 6-A 5-A (EDII 7_A 11 is-A J2 fz-B 11-A it-B ti a 4¢J W w 1-x R.75(2 TANK PAR1/AL SY51EM SOUTH WALL N NORTH WALL (FUTURE) SOUTH WALL s TUNNEL AREA 1 ERUIPMENT ROAM s EQUIPMENT ROOM g N W 7 a w IncooNo z 0 �r-- III �I 11 III l It 11 I \ II I � 1 I W W a EL uj 70 r Z1 ® w 19 A I.S-C W 18-A o !O-A 1J-F 8-B 7-B 6-8 5-B j mg OET) 17-A 12-8 B-A 7-A 6-A 5-A ED (2z } 14-9 49 © x O N �j 3-ZL 2-B 4-C Lim Q I m I I I I m I � �7 d o0 I 0 I PIT 1 MOM 'MIM I [7 r N I N $ N e O O U E- W ALTHOUGH THIS ETCWARNING: rj 1 1 1 ^ O O S --A-A 2 3 - 0 7 BREEZES ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/�OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR,S5ONNY'S FURNISHED-E IIPM NT ON Y UNLESS OTHALL RIGHTS RESERVED.ERWISE .�...�,. —1-1170 Usunrer 110— IC&NY M12 TWVIG 7nuIPUPHT arowaGUFurs_ SCALE: N.T.S. \� -____ F-- _-- \ �] f Go co I I II II I I I II I ! I I 0 .� oa oa Lw I I I I I I I I I I I I� ``._ `•. q w C) U 20 ®� 21 I- 41 Q Lu W Y 32 ED: 13-A U q U 19 ® 13-G 16 10 A 13-F 8-8 7-8 6-B 5-8 _ a 0 11-A 11-B 17-A 12-8 8-A 7-A 6--A 5-A 3-A 10-G 2-A N I�I� I�Aa 14-8 � � © W a° �� a Ex w In MIT— 3 ZZ F O low Op 7-B 4-C n I � x � i a O H C O i r 1 O f/�j ! U CO (( n I � I O q I Lu 0 re CL XN a w Li PIM coom , 141 L'JC( VEYOR PIT I 4 -n A ri ri m N 0 !v 31 3 28 i i 2 oc � 0 C� C� 0 W cn olsr_.LAIMFR CONFIDENTIAL WARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWP -- 010 8 4—A—A 2 3 0 8 BREEZES SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNISHEL EO�IPMENL ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. unrrn n1 rAcr 5-0 TA nTUrq,J�y,Ir1!`Y119F9S IF ANY PnQ TNFIR FFIIIIPNFNT RFFIIIIRFNFNTS. SCALE. N.T S. NO. CHASEWAY SCHEDULE 2'CU PIPING BELOW GRADE PIPE SLEEVE PNEUMATIC PIPING gASFWAYS NO S RCLLER UP PNEUMAIIC _ TO CONNECT TO MAIN WATER HYDRAULIC PIPING TYPICAL HANGER A 4"PVL PIPE PIPING SUPPLYING 517E. BACKFLOW RECLAIM WA IV?PIPING CONFIGURATION 1. SLOPE CHASEWAYS TO DRAIN INTO TRENCH PLUMBING CON7RACTOR SHALL 2" HOT WAIER PIPING FLOOR SWITCH ELECTRIC " LOCAIICN OF SITE WATER PIPING COLD WATER PIPING 2. 9O'BENDS IN CHABOWS O STALL BE MADE SERVICE AND LOCATE USING "SWEEP"ELBOWS OR TWO(2) 45`ELBOWS. B 4"PVL PIPE r-.- VERIFY i INCOMING 2"WATER SERVICE ED. CTA CHEMICAL Dl57RIBUROW m m C 2 4"PVL PIPE AI APPRLI�IATE ENO OF GATE VALVE ROOM PASSENGER 510E DRIVER SIDE CJ a m m CARWASH TUNNEL O SPARE 2"PIPING B �(Q1071L] A A DRIVER 510E D 4'PVC PIPE F77tlM 511E UNISIRUT RACK BOTTOM OF PIPE EVEN WITH CONVEYOR SHELF SERVICE 5 FT. LONG O 3 FT. SUPPORT LOCATED 19-J/4"FOR REAR WHEEL PUSH UNDER CARRIAGE WATER O.C. (TVP.) 6"FROM THE BALL E 4"PVC PIPE l{j VALVE do SPACED �i.:r'. 21-3/4'FOR FRONT WHEEL PULL PULSE SWITCH ELECTRICAL Q PLUMBING CONTRACTOR TO PROVIDE R.P. O 3 FT. O.C. F 4"PVC PIPE ❑ m C1] BACKFLOW DEVISE BY(FHFRAL CON A TOR g PASSENGER SIDE ri 12"APROX, TO BOTTOM Or PIPE C (2) 4'PVC PIPE CONVEYOR HYDRAULIC q q TRENCH m UNIMAC DRAIN ~ H (2) 4"PVC PIPE W Q U r— sw � w TYPICAL Q 0c u c� " CHASEWAY INSTALLATION DETAIL o OPENING N.rS. N NOTE: IN% 0 EQUIPMENT ROOM WALLLd W Ld MANAGEMENT MANAGEMENT w ENTRANCE KEYPAD (ENTRANCE) OFFICE OFFICE EQUIPMENT ROOM VACUUM STOP START billa BUILDING CONTRACTOR TO PROVIDE OPENINGS IN WALL WIRE BK CONTROL IN VACUUM AREA STOP/START oro Co MCC. V) TO CARWASH CASHIER OFFICE (OP710NAL) 21 STATION FOR UTILITY SUPPLY FROM EQUIPMENT ROOM TO LUBE BAY OPAONAL) TUNNEL WATCH TO TUNNEL EQUIPMENT. GAR WATCH STATION Moran TO LUBE CASHIER AREA (OPTIONAL) & INTERFACE CONTROL 12-A OMNI POWER UNIT TO PRE5ELL 1 (pPBONAL) COMPUTER CENTER (!J-A OMNI PUMP STA710N LOCATION TO BE IDENTIFIED UPON PLACEMENT TO PRESELL d2 (OPRONAL) LOW LEVEL WARNING 1YPICAL n A TIRE BRUSH POWER PACK OF EQUIPMENT. ro FLOOR sW+rcH ICE) EMOTE RELA srsTEM TO MCC HYDRAUUC n-B WRAP BRUSH POWER PACK 5TARON CONVEYOR MOTOR IS-A 510E BRUSH POWER UNIT N RA N S: TO ENTRANCE EYE ENABLE IB-A CONVEYOR POWER UNIT ALL JUNCTION BOXES SHALL BE WEATHER PROOF. TO PULSE SWITCH RELAY ��1 w 1/2" IEE 1 TO STOP/START STATIONS N COORDlNAIE ALL R/NCI7ON BOX LOCATI S I-1/2" FIELD LOC. 2•MIN CARWASH INSTALLER. C.C. TO PROVIDE EMERGENCY 4. CG TO PROVIDE SAFETY SWITCHES w LWIRED TO COP STOP PUSHBUTTON STARONS AND AS NECESSARY TO COMPLY WITH EGEdQ CONNECT AS INDICATED. LOCATE APPLICABLE CODES. -- UNISIRUT PB STAITON ADJACENT TO DISPENSER TYPICAL ELECTRICAL SYSTEM LF,FNO WIRED TO MCC �, J PC UNION TUNNEL EMERGENCY POWER-OFF'PB STA71tlN. O z EN7AANCE N.Es VNCIION BOX J 1/2'CALK z 0 BALL VALVE (TVP.) 2' 1'1/2' PLUMBING RIGID TO J PC. UNION EQUIPMENT ROOM "WATER AVPA5S QUAIL'WATER *PREP. GUN ARCH OFTAI " SERVICE BY GENERAL CONTRACTOR S.�a�l 1��0 0' Iw C 1;7 w z —z "MINIMUM MAU CLEARANCES" "R COH"'ENTIAL ARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF BREEZES a SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE THIS SHEEP CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS C WP- 01 0 8 4--A--A2 3 - 9 EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER, IS SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE R DISCLOSURE N ANY OR PORTION THEREOF, THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNI5HED E0.1 EM N ON Y UNLESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK I$THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. UnTrn aI cACF RrcFR Tn nTNFR UANUFAC:TURFRS.IF ANY_FOR THEIR EQUIPMENT REQUIREMENTS. ALL RIGHTS RESERVED. SCALE. 208V PANEL & CIRCUITS BY G.C. ELECTRICIAN Nona 1. PPROWCE 4*AD FOR MCCC CONCRETE HWSFXEEPRNC O PANEL SCHEDUT.E MARK CW 2. LOCA IE,NCC SUCH THAT PROPER FROHT O VOLTS'120 PHASE•J MRC.4 .RAINS: NCRXING SPACE IS MAINTAINED IN 03 CQti Cc m Dw ACCORDANCE TO NEC 110--78(a). p Na vasa ° "� oA Oc oa 1uT13 colo "� Nv. vacs ° "� aA ac x wATts coo J. SEE SNEER/CwE -DQ f SaRExARC CIAC RAA/ 1 20 / RECUTAI CCHTRCL 1-A 700 2 20 1 07E RELAY STA. 20 100 4• ALL N1RE TO BE TYPE 7HHN. Q O m c J 20 I OZONE CCPIIRGL I-8 100 4 20 1 1 NAT.MACHINE 100 5 20 I 1 CKT-F ICO 8 20 1 1 OYR 1.SKVA) !00 7 20 I CLECr EYE C'ONP?CL 19 100 6 SPARE 100 MCC LOAD CHART 9 20 I 1 MAT MACHINE 100 10 SPARE 1W it 20 I PRINTERS 100 12 SPARE too ITEM KW REMARKS }� 13 SPARE ICO 74 SPARE 700 EQUIPVCARWAST. 13 SPARE 100 16 SPARE IOU LP-OW xIT. p Cp m l7 SPARE LOO 18 SPARE 100 LP-CW Iq ZO I MIXING ORITN 7-A 7tl0 20 SPARE too p 2l 1R7 1 MASTER CAMP. !OD 22 SPARE ip0 TOTAL O X 2. SPARE 100 24 SPARE 100 s w � W C) Ck U p U Tor4ls AI.0 RADNC tFJRIFr TOrAL COHNEC7ED WATTS APPROVED FOR PRODUCTION MOUNTING SURFACE TOTAL DEMANO WATTS 6 TOTAL AMPS AMPS CD N 8Y: � W 'ry Col3 Ir DTE w N A W � a ELECTRICAL F Exti7cE 600 AMP MLO (VERIFY TCL) BY 07HER5 MCC NOTER 2 O o V t 3 N 4W a HANDLE STARTERS E WRAC!.HAW 1DpC-CYF�PRONS70N5 a Fi U a ALL STARTERS ARE FN1R � BRACE FOR 65,000 AMP. aMCC SHALL RAH:MCC SLCALL BE MRMOTOR ORCU PRNEVA CLASS 1.OTECTORS ON STARTER UN17S a RMS SYMMETRICAL MOTOR CONTROL CENTER U ------------------------ --------------------------- � 7 I I I 24.24 18.74 76,74 24.2A 16,7A 46.24 24.2A 7.8A 7.84 46.2A 46.2A 46.2A i8.2A 5.2A 19A 59.4A 1 "ON I JP JP JP JP JP JP JP JP JP JP JP .yP .iP 1P JP .7P 1 C& C8. CB. GB. CB. Ce. I a 1 50 J3 J3 50 JS 90 50 IS 15 90 90 90 90 13 JO 100 I a j I zI I � SIZE Ld SIZE .9a- SIZE SIZE SIZE SIZE WIE SIZE SIZE SIZE SIZE WZf AUX sur z 1 1 i T 1 T 1 T J 1 T O T Q T J J J T J J 1 Z' .'}yL, ,*JIy,+ ,,*ALL .L �,*IJI+ O in I '---- -__ -- -- �_ ---- ____ --___' --- ---- ---- ---- ----- --- _.---- --- -- - --- � 6 N N q ry 1 N ry ry 1 1 1 1 ry p ^ A u U w tV ti y h G V h n Lf V U U h � j HP HP HP HP HP HP HP HP HP HP HP HP HP HP HP 7.5 5 5 7.5 5 15 7.5 2 2 15 15 15 13 i/4 20 NP W � w AE- m N F N _ �V ONE—LINE DIAGRAM a U H EI a DISCLAIMER COHFIDENTIAI WARNING: �(V�yr W W ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION.IMAGES AND TRADE SECRETS C I 1 E r 4--- 010 8 4-A--A 2 3 BREEZES W o SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUIU7INC CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBIUTY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER, IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURN15HE12EOUIEMEE-QW UNLESS OTHERWISE ALL RIGHTS RESERVED, c NOYF77.PI F45F RFFFR TO OTNFR MANUFACTURERS.IF ANY.FOR THEIR EQUIPMENT REQUIREMENTS. S��G' GC- GENERAL CONTRACTOR SCWM - SCNNYS(CARWASH INSTALLER) U Do Q x ELECTRICAL SPECIFICATIONS PLUMBING & MECHANICAL SPECIFICATIONS o m GENERAL CONTRACTOR GENERAL CONTRACTOR A FN! FRAL PROl1 JLWS 1.0 OE5CRIP770N B. �S 1 q } cin CONDUCTORS A. THE INTENT OF THE PLANS AND SPECIFICATIONS 15 TO OBTAIN 1. BALL VALVES W INCHES(2")ANN SMAL FR BY q q q 1. 774E WDRK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, C. AND MATERIALS TO PROVIDE THE COMPLETE INTEGRATED AND COMPLETE SYSTEMS TESTED, ApJU57ED AND READY FOR MILWAUKEE(CR APPROVED EQUAL)MOOR iVA-150 RATED O ��1 Z L+J PROPER FUNCTIONING SY57EAIS AS SHOWN ON THE DRAWINGS. 1. ALL WIRING SHALL BE COPPER. OPERA 770N. AT 150 SWM; PL CWP. BODY CF ASTM HALL BRONZE V7 U 2 CONDUCTORS SHALL BE RATED 60OV. WITH TYPE 7HYN/IIIHN W11H CHROME PLATED ASTM B-I6 BRASS BALL WIIN CLASS S Q L+J 2 ALL WORK SHALL BE DONE IN CONFORMANCE Wi7H THE LATEST W5ULATIOFI, B. CHECK. VERIFY AND COORDINATE THE INSTALIATICN WITH THE REINFORCED PTFE SEATS AND STERN SEAL FULL PORT c EDITION OF THE NATIONAL ELECTRICAL ANCECODE, ALL APPLICABLE WORK OF OTHER TRADES. INCLUDE MODIFICATIONS, RELOCATIONS FLOW AND ADJUSTABLE PACKING NUT. FEDERAL, STATE AND LOCAL ELECTRICAL AND ORDINANCES A MR£5 SHALL BE STRANDED CONDUCTOR OR ADJUSTMENTS NECESSARY TO COMPLETE WORK OR TO AVOID C) CCU q U INTERF£RNECES 2. 1E VALVES TWO INCHEi(7')AND S ALLFR• NRS MSS J. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND D. II tCH�P� i.1 RECORD DRAWINGS SP-80.• CLASS 125(125 SKP 200 CWP)). BODY BONNET o IN CONFORMANCE WITH APPLICABLE PROVISIONS OF N.£.M.A„ AND STEM OF A57U B-62 BRONZE, THREADED ENDS TO ANSI A.N.SI., U.L, ETC. 1. PROVIDE LIGHTING PANELS AS INDICATED ON MAINTAIN AND PROVIDE, ON REQUEST COMPLETE UP-TO-DATE RECORD 81.20.1, SOLDER ENDS TO ANSI 816.18, SCUD WEDGE N THE PLANS AND AS SPECIFIED HEREIN. ALL PANELS SHALL BE DRAWINGS. DISC, GLAND PACKED WITH NON-ASBESTOS PACKING AND 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS MWK DEAD FRONT, CIRCUIT BREAKER TYPE. 12 GUARANTEE MALLEABLE IRON HANDWNEEL Id MIH THAT OF OTHER TRADES SO AS TO AVOID INTERFERENCE. AND SHALL BEAR THE UL LABEL AS WELL AS MEET ALL APPLICABLE NEMA REQUIREMENTS GUARANTEE FOR ONE YEAR AFTER OWNER ACCEPTANCE ALL MATERIALS, J. •A /' VA VES TWO AND ON-HA F INCHES S(-1 )AND uj EQUIPMENT AND IWRKMANSHIP, REPAIR, REPLACE OR ALTER SYSTEMS vWi LAYOUT OF ELECTRICAL SYSTEMS FIELD VERIFICATIONS OF 2. UNLESS OTHERWISE NOTED, TOP OF PANELS SHALL BE MOUNTED FOUND DEFECTIVE RESTORE WORK DISTURBED WHICH I5 GUARANTEED LARGER: NRS, M55 SP-70,• CLASS 125(125 SOUP/200 CWP). W 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL DIMENSIONS 15 DIRECTED. BODY AND BONNET OF ASTM A126 CLASS B CAST Iwo6"-0"A.F.F. UNDER CONIRACI IRON, ASTM B-16 BRASS STERN AND ASTM B-62 BRONZE 6. SECURE PERMITS AND INSPECTIONS REWIRED BY STATE AND A ALL PANELS SHALL HAVE TYPEWRITTEN CIRCUIT DIRECTORIES 1.3 C R71Fl.A S AND NSPEC71 SEAT AND DISC FACE FLANGED ENDS TO AND 816.1. H LOCAL LAWS AND ORDINANCES MOUNTED INSIDE OF DOOR. Cs.O NON-ASBESTOS PACKING. UPON COMPLETION MPLETION OF THE WORK, FURNISH TO THE OWNER OBTAIN AND PAY FOR ALL REWIRED INSTALLATION INSPECTIONS AND CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM 4. PANELS SHALL BE SUITABLE FOR THE SERVICE RATING AND THE DELIVER CERTIFICATES APPROVING INSTALLATION TO 774E OWNER. C. DISSIMI AR METAL s Z A.LG RATING INDICATED ON THE PANEL SCHEDULES AUTHORITIES HAVING XRI5DIC17CN. 5. ALL BREAKERS SHALL BE FULL SPACE, INDIVIDUAL FRAME i•4 U77Ll7Y sFRN. INSTALL APPROVED DIELECTRIC UNIONS BETWEEN ALL CONNECTIONS a& ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) TYPE. NO 'PIGGYBACK'OR TANDEM BREAKERS W U BE DETERMINE UTIUTY REQUIREMENTS. INCLUDING TEMPORARY, AND OF DISSIMILAR MOTELS YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. PERMITTED. INCLUDE ALL COS7S 2.4 CAR WASH CHASE WAY, DRAINS AND SUPPLY LINES z B. RACEWAYS E SAFETY SWITCH_S 1.5 SHOP DRAWINGS A. RECLAMATION DRAINAGE PIPE, SECTION LINES AND OZONE TREAIMENT v LINES AND FITTINGS. Lu aI. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAYS l• SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE, FUSIBLE SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT AND SYSTEMS ^, V) OR NON-FUSIBLE WITH POLES, AMPERE AND SERVICE RA77NGS 1.6 F UIPM Nr A.. Ss 1. (IFP RMI D BY LOCAL OR AP IC B F COOa ALL RECLAIM W_ UNLESS 0TH RMSE INDICATED, AS INDICATED ON THE PLANS. LUGS SHALL BE UL LISTED DRAINAGE ONES, SUCTION LINES, OZONE IREATMENT LINES AND RELATED rZ FOR CU.-AL INSTALL ALL MAINTENANCE TO PERMIT ACCESS TO EQUIPMENT FOR FITTINGS SHALL BE SCHEOULE--80 POLYVINYL CHLORIDE(PVC)PIPING uj 2 MINIMUM CONDUIT SIZE SHALL BE 1/2- TRADE SIZE. CONFORMING TO ASTM D-1785-8J. 3. USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS TO 2 ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA 1, EXCEPT z I.7 CUTTING G AND P ICHWG w VIBRATING EQUIPMENT SUCH AS MOTORS AND TRANSFORMERS FOR SWITCHES MARKED "WP"(WEAIHEJ7PRCOF)SHALL DE NEMA 2. MECHANICAL ENGINEER TO VERIFY LOCAL OR APPLICABLE C(X1E5 AND SPECIFY cm UQUID-TIGHT FLEXIBLE CONDUIT SHALL BE USED IN DAMP AND JR. ALL CUTTING AND PATCHING 1S BY THIS CONTRACTOR INCLUDING ALTERNATE MATERIAL IF PVC IS NOT PERMITTED. to WET LOCATIONS FLEXIBLE CORDS SHALL BE USED WHERE NECESSARY MATERIALS REWIRED, UNLESS OIHERMSE NOTED. I I FD FOR ON THE PANS. 1.8 HOUSFK FPIN.AND CLEAN/P 25 PNEUMA 77C LINE o En 4. EXPOSED CONOU17S SHALL BE RUN PARALLEL TO BUILDING PER100ICALLY REMOVE WASTE MATERIALS AND LEAVE AREAS OF WORK A PNEUMATIC SUPPLY LINES LINES BROOM CLEAN. 1. ALL PNEUMATIC SUPPLY LINES 91ALL BE TYPE-K COPPER TUBE WITH WROUGHT O S DO NOT INSTALL CONDUITS LARGER THAN 1/J THE SLAB 2.0 PLUMBING SYS Ms COPPER OR BRONZE SWEAT FITTINGS ABOVE GRADE NO FITTINGS SHALL 8E ALLOWED BELOW GRADE THICKNESS IN CONCRETE SLABS 6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL 21 MEMIED LOCATIONS 2 ALL PNEUMATIC SUPPLY LINES BELOW GRADE SHALL BE ENCASED IN SCHEDULE-40 CHASEWAYS. PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS TO WATER CARRYING PIPE SHALL NOT BE INSTALLED OVER SWITCH GEAR OR PREVENT THE PASSAGE OF SMOKE, FIRE TOXIC GAS OR WATER ELECTRICAL EQUIPMENT. 26 HYDRAULIC HOSE THROUGH THE PENETRATION EITHER BEFORE, DURING, OR AFTER A FIRE, AS REQUIRED BY ARTICLE JDO--21 OF THE NEC. 2.2 PRO 18f 86SFS A. PIP AND FITTINGS 7. PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE JOO A. PIPE AND FITTINGS 1. ALL HYDRAULIC HOSE SHALL BE SAE-IOOR7 BY SYNFLEX OF THE N.E.0TOR APPROVED EQUAL) & PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS CROSSING 1, ABOVE AND BELOW GRADE. SCHEDULE-40 PVC OWV Wy/ITH 2,000 PSl WORKNG PRESSURE; 10.000 PSI BURST PRESSURE. STRUCTURAL EXPANSION JOINTS CONFORMING TO ASTM 02665-82. 2 J AiEa-01F.TMM 2 ALL HYDRAULIC SUPPLY LINES BELOW GRADE SHALL BE ENCASED IN SCHEDULE-40 PVC CHASEWAYS A. PIPE AND FITTINGS 2,7 PRES&HE TEsI COPPER TUBE TYPE-K, BELOW GROUND. TYPE-L, ABOVE LEAVE UNCOVERED AND UNCONCEALED ALL WATER DISTRIOU77ON PIPING GROUND, WROUGHT COPPER OR BRONZE SWEAT FITTINGS MTH UNTIL IT HAS TESTED AND APPROVED. EXPOSE ALL SUCH WORK LEAD FREE SOLDER. FOR 7ES77NG THAT HAS BEEN COVERED OR CONCEALED BEFORE IT HAS COPPER PIPING SHALL NOT COME IN CONTACT WiIH CONCRETE. BEEN TESTED AND APPROVED. PROVIDE INSULATING MATERIAL BETWEEN THE PIPE AND CONCRETE AT ALL REQUIRED LOCA DONS CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE OF 150 PSIG 41THOUT EXCEEDING THE PRESSURE RATING OF THE PIPING SYSTEM MATERIALS ISOLATED THE TEST SOURCE AND ALLOW TO STAND FOR A PERIOD OF FOUR HOURS LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS WHICH MU5T BE REPAIRED. REPAIR ALL LEAKS AND DEFECTS USING NEW MATERIAL AND RETEST SYSTEM OR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. rY 7ES77NG REQUIREMENTS ARE MINIMUM AND ARE NOT INTENDED TO BE W•1 LIMITING WHERE ADDITICNAL TESTING ME7HCOS ARE REQUIRED BY THE AUTHORITY HAVING,NRISDIC7iCN. H DISCLAIMER CONFIDENTIAL,)YARN INc: A ALTHOUGH BUILAING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATIM IMAGES AND TRADE SECRETS I 1 1 -'-' O O S 4""'A"'"'112 3-T- BREEZES SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, Q EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR s_ONN 'S U NISHEjQ!11PAIFNT ONI Y UNLESS OTHERWISE ALL RIGHTS RESERVED. SCALE." Wn. W e .-V.Yn nTUVQ 44u11FAr rJ14FCC IF ANY Ff1R THFIR FIl1IIPUFNT RFF)IIIRFUFNTS. NOTE: TRENCH DRAIN ANp GHASEWAY PIPES MAY BE LOCATEp ON EITHER SID£OF CONVEYOR PIT 7 (SEE "CWP"DRAWiNG5 FOR APROXIMATE LOCATIONS) CWS 5' 6" — 4' 6- - " ------ 4_0 ITP. PVC PIPE FOR CHASE WAYS 4"' 7YP. PVC PIPE CHASE --------- --------------------- ----------------- ----------------- -- -------------------- ------------ r________ _______ _��_ r EDGE OF SLAB ti� EDGE OF SLAB -- 2'-8 1/2" ca m 6" -- .'� NOTE.- CONVEYOR, DAM AND LEVEL AREA / MAY VARY WITH EQUIPMENT PACKAGE m w I `� `� CONSULT W17H INSTALLER FOR EXACT l 3 a `,`! 4 6" - j A LOCATIONS CWS CWS C) mco Q Lo > m UF l S Lu ¢ w - N NVEYOR �1 p U Q U VEL C NYEYO�I % BOTTOM OF TRENCH VEA V/mmm Rl� BOTTOM OF YRENCH rn SLOPE SLOPE f LEVEL LEVEL SLOPE h I go 1 , CENTER 0 CARWA5H EQUIPMENT -— —---- -—- - - - - CENTER OF CARWASH EQUIPMENT— - CWT rn / U 8 CW5 (OPTIONAL) Q c / \ CONVEYOR 6" TIP. TRENCH DRAIN 6 o CWD LEVELING PIPE CWS 3 DETAIL DWG B' B' 3 U CL H L `6 I `�♦ w0.io W,I I ♦ 9 �eq L-------------EDGE OF SLAB —a ^T„-____ T -EDGE OF SLAB--------�-_ _- ----------------- EDGE OF SLAB _________________x________ ___________________..-.w---------------____ N s-� TRENCH PLAN VIEWrl rl -------------------------- ---- _-_-_------..-.-, --------------------- _-_-- __.-- - -_-_-_-_-_ M I 0 3”PVC DRAIN FROM CORRELATOR PIT TO O CONVEYOR PIT. 0 a RECLAIM WATER RINSE WATER 4 CWS CO 3 16'APROX. LEVEL AREA O �Ni OUTSIDE FACEOF CWS OUTSIDE FACE OF M CARWA5H BUILDING 6 ENTRANCE CWS E CARWASH BUILDING -_� EXIT u i E PROVIDE 20'-0" LONG CON77?E7E EXIT SLAB. SEE STRUCT NOTE '5" ON DRAWING (CWS) DIMENSION LEGEND N THE ELEVATION OF THE LEVEL AREA PROVIDE 20'-0" a B TAG DESCRIPTION DIMENSION OF CONVEYOR PIT SHALL BE DETERMINED LONG CONTRE7E Z .2 CWS NOTE- CORRELATOR PIT BY THE ARCH/ENGINEER OR RECORD. EXIT SLAB. SEE y THE INSIDE DIMENSIONS SHOWN, 2'-2 1/2"X 8'-1"ARE THE FINISHED DIMENSIONS O TRENCH CONVEYOR PIT 91'-6" q WHEN POSSIBLE, THE ELEVATION SHALL BE SET STRUCT NOTE '5' F-I 0 OF THE DE DIMENSIONS LENGTH SO THAT THE DRAIN PIPES SLOPE A MIN. OF ON DRAWING (GWS) Q1 ul ODAM LOCATION ENTRANCE 46'-4" 1/8"PER FT. FROM THE TRENCH TO THE f-1 EDGE OF CONVEYOR AIT RECLAMATION TANK OR TANKS AND 774E CITY SEWER. 71 U1 OTRENCH PIT OUTSIDE 12'--2 IF POS171VE DRAINAGE IS NOT POSSIBLE THEN A F+i W Li BUILDING (ENTRANCE) MECHANICAL PUMP STA77ON MUST BE DESIGNED. Z Q z TRENCH PIT OUTSIDE 0'-0" vi LJ O BUILDING (EXIT) �' H a CONVEYOR SHELF DEPTH O FRONT-W-PULL.=21-3/4' 19.75" H Lu P-i a Lu REAR-W-PUSH.-19-3/4" CENTERLINE OF EQUIPMENT 9'-0" 1 TO DRIVERS SIDE WALL �"I z TRENCH ELEVATION VIEW w O CWT O O � OCENTERLINE OF EQUIPMENT 9'-O" 1❑_ i TO PASSENGER SIDE WALL. p W � DISC A� GH CONFIDENTIAL WARNING: c 1 1 T- s c - 010 8�-A—A 2 3 BREEZES 0 ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS O O O SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, cl EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. O U THESE DRAWINGS REFLECT REQUIREMENTS FOR-MNNY S FURNISHED EQUIPMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. O NOTED.PLEASE REFER TO OTHER MANUFACTURERS,IF ANY,FOR THEIR EQUIPMENT REQUIREMENTS. SCALE: 1 4'�!=1 -��! 4 3"X 3"X 1/4'ANGLE K17H STRUCTUEAT. NOTES CENTER OF EQUIPMENT 3-X 1/4'RECESS 1/2'DIA. 6"LONG ANCHOR 1, DESIGN: Dimensions and tolerance Shown are required for 7' 3'_g' FOR CORRELA TOR BOLT 0 160.C. (BY CONTRACTOR) popar In.lallalion of car,wash equlpmmL structure shown --- VERT FACE OF CONVEYOR UP le wggealed construction. The Architect and/or Engineer of CENTER OF CO VEYOR� O t record shall verify that the structure Shown is appropriate SHELF AND ADJ. TRENCH " for this poticdar project and shall alter/modify,design as 2 2'-B" WALL SHALL BE STRAIGHT 4 required to satisfy the requirements of the prolecL CWS & VERT. AND SHALL N0T ° • 1/4' \ m 2. SOU Design shown asuman that the salt conditions at the 5 9' VARY BY MORE THAN: (1/8") IN (10 FT) Al' $Re ore eallefactoey and how adequate bearing capacity far OVER THE ENURE LENGTH. 4 ; • RECESS ENTIRE PERIMETER m the loads to be imposed. with minimal dlfferanllot settlement CWS OF CORRELATOR of the trench, slab, and cur wash structures. If It Is found CONT. SLAB 9' 4 ° that the sap on the aIle contain•arqanlcs, and can not be BY OTHERS sufflclently compacted or has other ddaterlwa properties, -1 I KEY JOINT ° s 4 °• I� the trench shall be redaslgnad for support on a piling / �•� /' I SLOPE 1/16:i' 4 A foundation. Th Architect and/or Engineer of record Shall SLOPE 1 16.• 1' y I verify the can candlliona at the site. t ELEV. 0'-0" f s is j� m L • / EDGE OF TRENCH SHALL t p • + : q m d H. CONVEYOR TRENCH CONSTRUCTION: Excawta trench to a point at .tl , - . t BE FLAT& LEVEL AND f I ore ' '4° 4 (O w or)ret below the bottom of trench Slab shown. Slope Y 4 - • • •. / I , 4 excavation to match dope of trench. Compact loll under + • 4 + r SHALL NOT VARY BY + , ° e C] ench In occordonca with eon Engineer's recommendation. MORE THAN (h�) (1/8)lin. ° d Q Farm and pour trench bell= slab coordinating Placement or \ \\ \\ \ \ \ + (f0 FT.) OVER THE ENURE 4 + /\\/ �\/\\/\\/ v v vert rein f. with iacement of black so that wt.reinf. Is �jj I I 4 \ \ \ \ \ \ Z g y PERIMETER OF THE // 4 4 d Q U O U centered i the lock colla of black and 611 calla and tla /\/\/\/\/\/\ column. with concrals to a pont pet below the Blob aver pour TRENCH + \ \ \ \ \ shown. After adequate curing time,back 611 and compact 41 k \ �ARTH///\ �/ 2 dean soil behind trench walls In accordance with eons �/�V/ I + `4EARTH\/\ 4 Engineers d f. con. Complete !ranch by Earning and pouring O� \�\\J\` \\\\\\�\ +4,_ TOP OF CONY SHELF _•4 \� \/�/� 1 conwyar shelf, coordator pit bottom, anal surrounding slob. �,,//�y,l m w / HALL BE FLA 7& ° r� Q v 4. SLAB FINISHES: NI car wash vehlculor slab. shall be finished with rough -skid surface(Broom FInlah). Brush Ilnas VEL AND SHALL NOT / / // DETAIL the finish ahafi be parallel to the direction of slope. 0 \ \ ARY BY MORE THAN:(1/8� 4 \/\ 4 lo' G / CORRELATOR LIP ANGLE 5. APPROACH h EXIT SLABS: Concrete approach and It slabs m \ ( ) OVER THE EN e '4 \\ \\ CW'S are required. a minimum la 20 loaf from sed w and of the !ranch � \ + ENGTHj//////, + + +• j//�/ SCALE.- 1-1/2"=1'-0" in are ra ulrad. Thane slabs shall be aligned with and laud � � /// ,(�(/ long the direction or travel through the car wash. Slight V V^n / 4 ® 16 O.C. Q sloping of the slobs perpendicular to the direction of trawlI BOTTOM OF SHELF • a to allow drainage is acceptable 4 TYP• toO 6. CONCRETE STRENGTH: NI concrete shall be normal weight unless • +� + noted othacwl.e d shall attain a 28 day compressive strength I 4 • a 3 or r w 3000 Pal. a CONVEYOR GUIDERAIL +"1 7, MIXES: NI concrete mixes shall be designed by the supplier to mast the requlramenta set forth herain. 3"X1/4" CONTINUOUS STEEL a PLATE VOTH 1 2 DIA. X 6"LONG x e. SLUMP: Unless noted or ll be fou otherwise,(4)inchthe maximum slump STANDARD ACi ANCHOR BOLTS ® 16 O.C. woo allowable roc concrete shall be four(4)inches. If higher HOOK TYP. slump Is desired to Increase workability, the Contractor (BY CONTRACTOR) Should consult with the concrete supplier about using a r(!4 ® 16 MID. DEPTH I r r concrete additive that will Increase dump without increasing SECTION rHRU TRENCH the water coment ratio of the concrete. The Contractor shall CWS 2 1/2 X 2 1/2 X 1/4"ANGLE MAXry varltyy that any concrete addltives shall not have any 5 14 CONT, SCALE.• 3/4"-1'-0' 112'0 X 4"ANCHORS ®2'-0" X. w zZ,en ld effects on embedded Items, finishes Indicated an the plans or Ilkdy future Mlslrsa BY CONTRACTOR) FOR CAL V. ono BAR GRATE CONVEYOR LEG n 9. M13RATION: NI =at In place concrete shall be consolidated by manna of mechanical vibratos The Contractor-hail use 1-I/2'X 1-1/2"X i/4 ANGLE ANGLE FACTORY N properly trained personnel to assure that the connate Is not (BY CONTRACTOR) Ns over or under vibrated,resulting in or or under WELDED TO LEG o over consdldollan of the concrete. _ GO 10. FINISHING: Finishing nl.hlny concrete shall be in accordance with 2-1/2 X 2-1/2' X 1/4" L 1--i14"BAR GRATE ACI Hot (Latest EditionWiTH 1/2"DIA. 6'LONG ANCHOR COVER GALVANIZED BOLT 0 16"O.C. (BY CONTRACTOR) �(BY CONTRACTOR) w 11• CURING: Baglnnlnq Immediately after placement, concrete shall I F- be protected from premature drying, excoaalvaly hot or cold _ a temperaluraa, and mechanical Inpry, and shall ba maintained N with minimal moisture lose at a relatively constant '•s' • �_ temperature far the period necessary for hydration of the 5 DETAIL cement and hardminq of the concrete. The materials and _ f`1 methods of curing shall conform to Ad 301. CWS SCALE' 1-I/2-1'-0" +s M 12. REINFORCING STEEL STRENGTH: All conventional reinforcing stool shall how a minimum yield strength of 60,000 psi and shall conform to ASTM designation A-815 Crude 80. L` 13. STRENGTH OF MASONRY UNITS: All hollow concrete masonry unit. BAR GRATE DETAIL F--1 shall ba grade N-1 normal welght units that conform to the C115 0 Standard Spaclfiontlons for Hollow Load Bearing Concrete 3/4"=l'-0' a Masonry Unita" ASTM C-90(Lotast Edition). The minimum 3/8"X 3-3/4" CONC. ANCHORS E campreaeiw strength of the hollow concrete masonry units at 6"PVC ELBOW(REMOVABLE) 1-1/2 X 1-1/2 X 1/4"ANGLE Q 28 days shill be 2500 pet(net area)with a minium comprasslw o strength of the masonry assembly fm - 1500 Pei. 4r • ;-4' 3" TO TOP 1/2"X 1-1/2"BOLTS z 'o OF CONVEYOR SHELF ��..11 0 14. MORTAR: NI masonry shall be Idol with NII mortar coverage 6 s+.r O of the face shall.and webs and full end pints using typo M CWS 3/4"MARINE PLYWOOD 01 or S mortar. NI mortar used in the hollow concrete masonry r�yy Unit walls shall Conform to ASTM 270(Latest Edition). t..r..t _ rn 15. CONCRETE GROUT. NI filled calls of masonry units shall be 2•-4' O filled with concrete grout having a minimum comprasalva •�6" a strength of 2000 pal and a maximum slump of 9. I LO LO 18. BLOCX PLACEMENT: NI call. to be filled with concrete shall •+ '' W be as etra[Sht.as passible. The black should not b. staggor el F o so as to constrict the flow of Concrete In any way. This •. •s • z shall be done by strategically placing place,of block vertically between filled calls In non modular sections of .r•1_. • . DISTANCE VARIES wall and above and below non modular masonry openings. _---- MTH DESIGN BARRIER SID£ L117. STRUCTl1RAL STEEL SHAPES: NI structural Bled hat rolled 4shapes and plates shall be ASTM A36 with a minimum y/ald I6 CONC. ,Ices• of 36 kai. NI sled shall conform to NSC Standards • ♦ Irl and Spedflcatlms for the Design, Fabrication, and Fiactlon , 510E ViEW I TOP VIEW l'}� W of Structural Steel. ' a ^ � 18. BOLTS: NI bolts shell conform to"Specifications for Low • Carbon Steal External! and Intomolly Threaded Standard Externally cur INTO CONC. ro s �-' Fee l Jeer ASTM ding ui'High Strength Belle ar Structural 1'-5• TRENCH DAM SECTION Sled Joints, Including Suitable Nuts and Plain Hardened ALLOW PVC ELBOW CWS � Ld Washers'ASTM A325. REMOVAL SCALE.• 3/4"=1'-0' � to cw5 TRENCH DRAINAGE PIPE SCALE: JL4-=I'-O- °1 DMLAIMEB CONFIDENTIAL WARNING: U ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OFW THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS C-W S -S C-- 0 1 -- 0 1 084-A23 B R O SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, � N EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. 15 STRICTLY PROHIBITED, THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE N TED.DP EASE REFER TD O HERI MANUFACTURERS,IF ANY FOIR THEIR EQUIPMENT R QU REMENTSHERWISE ALL RIGHTS RESERVED. T SCALE.: AS SHOWN 4 �(7 O ca ❑ ce- U ❑ U v z w x � ZD � 3� ,�I U 0. z' coon � UI � N CK5 CONVEYOR SECTION N I M I O I I co J 8 O 4' j V) D 11 I TO EQUIPMENT TO EQUIPMENT 1 1/4" CALV. @AR GNAT£(BY CONTR.) 2'-8" ROOM M ROOM (DO NOT ORDER UN71 CONVEYOR IS SET AND ANCHORED tN POSITION) 9I " I '� I , I u CHASEWAY \ \\ \ " I i — I \\ \ \•\ \�\ \ CHASEWAY 1/8"SLOPE' OE 4'FVC PIPE I/8" SLOPE OF 4"PVC PIPE \ I W • ' . EARTH i Z I r 1 Z Lo I - I 1 W SECTION THRU TUNNEL x a. SCALE. 1/2"=1'—O" w z O z H z O pI�AIMER CONFIOEH7IAL WARNING: �11, ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SONNY'S CONTAINS AND CONSTITUTES INC ANY CONFIDENTIAL DIISC IMAGES AND AHY TRADE SECRETS THEREOF. C-WS— SC- 02 - 01084-A23 BRE E S C4 SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESENOTED.PLEAISE REFER TO OTHER MANUFACTURERS,NF ANY,FOR THEIR EQUIPMENT OREQU REEMENTSHERWISE ALL RIGHTS RESERVED. SCALE. AS SHOWN _ O a x cn m C) cQ o muj o ct-_ z C7 0-- U q U UNE OF BUILDING WALL BEYOND uNE OF � CURB BEYOND r" ao 0 4 CHJ u CWS J'P.U.C. DRAIN --------- --------- 2cW d 6'X 6" 110 W.W.M. 6"X 6' 110 WW.M. o CORRELAToR r I 3c LO v o v v o 0 o o v o o 3c FARTH f f \ff`ASR\f//\/ �s . . " •• / cq Go 4 I Aoo O 14 ® 16 MID, DEPTH m Lu J REBARS ® 12- O.C. O C STANDARD ACT E"I HOOK TYP. 14 A 16 MID, DEPTH M 5 14 CONT. SHALLOW TRENCH 4 SECTION THRU TRENCH/CORRELATOR Q ° SCALE. 3/4--1'-0- o ce O v in W O 1� Ln F-1 O L; U z I4 L4 vi f+I a a cyw H w X w O z H O E.I VI DIS AIM R CONFIDENTIAL WARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWS-SC- 03 - 01084-A23 B R E E Z E s W SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, N EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER ANO/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK 15 THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNISHED EQUIPMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. 0 NOTED.PLEASE REFER TO OTHER MANUFACTURERS,IF ANY,FOR THEIR EQUIPMENT REQUIREMENTS. A --- -SCALE.- AS SHOWN � � N. ..M is �R F.L � `'•'r� 1J .. .. ..>a t 1 t� r Vit, ' t ;r f' { 3. 11011111111111111111 AdL Ully of AVON BOICon RE 112 ' 0fts"WA xxOnning, subiXfolon slidoth V developm d�puta11011%pW do" � DEC, p 6�Da1 a Is spp�pv�l for ulammi of �(np11AN011 ,1 . w MAth Pb/idA Won Code Cl a N tb11b1N r R l '' facet. its end We nb mwtbevertflad dtho y OuNdtr tl1r el i Nth fiovot lood LM • � �, IlYptrrrrtt!Iglr lP'�t" l � n a m n 4 p,: .9 . rye 'F'♦ r 1 " . 1 1. JI , r,' �. .- •�t•. 'Y- „ '� yr � ` �' ,. �.. �+ ��: .. ..p' I ' e � J .;;i ,.� � •` t A 'f'" .•� � .. .. '�� / try 6' ..4. ,.. - - .� ':� `�.,y r r 'N•C, r .i'r . . �... a ,y„ J. � ." tL ./�! yy, r , 9 •i , .• w n, , T i ( r } ,A' l I I ( i 4 / -.�,."��1�,.•f.-,�f-.•��, V�_�w.+'�,�,J-�\r•��r �.��"�-,y..��Mr�+J�",.,,,�^��.-•�wr^'-.�.�--tir. ��,�---�.^� �.�� \�A�.l�. I �� 1 ( � _,'.....,.__.�..,-\. ..fes- •- �,��-�`--��--.'^' _r � r..-. ti__��_ - - - _.. � .._ ._. (r�� I I VA- lip(A t i C_.s-...map`( ••�( �taLA RTh U YY -45 `p , ✓ SSS } N f LIA lel e ` - G� or ,.0 () . Val } r } i` r f ( 'f ..- �x -�..� .�..A. .... 1. .. 1':' ,' .. W....' 'I � .". ,. ° '. '.,. •, _..fir !,Z",y, I�• . l J , - s.'�y, y l i•'.Mr• � is Mtra r ti Y , t L -.T • ... .. ., 1. f. r11 k yyyy GF It 10 w i r~ "'. .�, .. .. . ., • .' .. �. r .. ,r•_ list k {' .a � r L a t S a jt { f' 6-b-d r 1 La L� 1 co { } .'""� �--• rCZ�a�' � � r�-r�'�Oa,/e.-lam �k �R 1 t f i; . rst g. c4s rf • - to c .rf ..�.Rrwr�...r.rr+ wrn► - 'fMM�.wM �.•+.rr �'.ww.r.�rwrrrr . -firt(�e,�.Cii• vl`l`Z� -Cha/- < L�LC�t�c. � }y W 1 r I 4 �.�c,�..� Fes,<..�....�.C... r'�12 s -'� . �.__ --------�--'--' ��-•--- • , � �Z-,ml:_ �,tCl�i'��a �� ;?..,tea. �Z7��'t �•� .�-_,:.._ ,._. �� ;J3. `I >�D 1 � Ole C> .� U 8'-0" CLEAR 18" 52" W Z r:4 z " �1 0 6" 36" 15 N a Z o 'MAX MIN U �c M V U � z VARIES SEE PLAN a O w w 19" W h u MIN � x -l� EQUAL EQUAL EQUAL I� c� > KNEE CLEARANCE U Q LAVATORY, \ cn a � 34" HIGH MAX \ O V I 60" I l f � HANDICAP TOILET, 1 \ 19" HIGH / 0° cD \ � I i o 3068 OUTSWINc 00 DOOR GRAB RAIL 34" TO Q FROM w_ FLOOR I T T T ROOM a IN)SH SC t EDUL.E URAL L S NOTES: EAST Scat u-ES3T 1) ACCESSIBLE WATER CLOSET DEPTH IS 30 INCHES AND IT IS FLOOR MOUNTED, 1) HIGH PERFORMANCE GLAZING SYSTEM IN ALUMINUM FRAME, aL 2) TOILET STALL DOOR SWINGS OUT AND IS SELF CLOSING (55S.504(12)(A)). DOOR CAN BE HINGED ON EITHER SIDE. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS AND € 3) TOILET STALL DOOR WIDTH TO BE A MINIMUM OF 32 INCHES (553.504(12)(D)). PROVIDE SHOP DRAWINGS FOR APPROVAL I 4) ACCESSIBILITY TO TOILET STALL DOOR IS IN COMPLIANCE WITH ADA GUIDELINES. , t ' 5) TOILET ACCESSORIES TO BE PROVIDED. 2) 'T' INDICATES LOCATIONS TO RECEIVE TEMPERED GLASS. , ACCESSIBLE BATHROOM 0z Q 7 4 STOREFRONT ELEVATIONS 1 DETAIL 0 -n4,-i -Ala�-- C-t -- GMt i f?- SCALE: 3/4" = 1'-0" 2 FIQ A I P M Et4-r G-t - C' t�l -LA -k C L I QQ LAu.•+caFi C-� - Get P t �M� -1 ry c,-��1 P�\ cr��l -t rt-2 (a' Rpc4A C-2 10 0 MIw}-3S 1� M_ C-2 5-1 /"�_t ?_Z w+ p-7- 1"l-t - -- to-k ilk-Z M-t /0� 01 L o;: EE— s KmrA Z, 5..t ., -�2. -k- M1Z-. y` '74 .. y� � M-1 10 77 v c-2 e-! 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"°s�'ra.�.. i I i r , .:�..... . ......_. .. . ... . . . .. .. .... _ _ -. _... .. -�, P�.cca� � F�� .�u,..�t..�"►,�.-� F(n.�t-k.,..�, �--r .at..L. ��.aw��"�'� !1�. .s�•(� a I 20�-011 Cot 011 41. ,�.1.".�.. a� � •°Y iG ��E Z`-Q" c(r.l L��C a�� . +a �3. 2-1 � iIt _ _ t 15'-0" 15'--•0" 15)-0" (REVISIONS BY dl I^ -1 F -1 F -1 F -1 I . .. I 100 1 11 10 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I A I IO I I I 116"x16" CMU PIER I I I I I I I w/ 4-#5 VERTICAL ANDI I I I #3 TEAS @ 12" O.C. FillII I (TYPICAL 8 LOCATIONS) I ❑❑. I I I I I I I I I L. .J 6 L. .J L L —1 4" CONCRETE SLAB w/ WWF 6x6--W1.4x1.4 ON S--1 U 6 MIL VAPOR BARRIER ON TERMITE TREATED Z U) GRADE PREPARED PER GEOTECHNICAL REPORT. w TOP OF SLAB ELEVATION +0'----0". CANOPY FPLAN w ¢ W? o = o o 80'-0" SCALE: 3/16" = 1'-0" ¢ w � o zuj wo 6" CONCRETE SLAB w/ WWF 6x6-W2.9x2.9 ON 1- 5 VERTICAL, CENTER II•V ¢ } _°Q 1 6 MIL VAPOR BARRIER ON TERMITE TREATED CELL, CSD 48" OC AND ALL /a" DEEP SAWCUT w/ Q w n GRADE PREPARED PER GEOTECHNICAL REPORT. CORNERS AND INTERSECTICDNS. ELASTOMERIC SEALANT SLAB ON GRADE, U c.) � m o O S-1 TOP OF SLAB ELEVATION +0'-0". SEE PLA o z SEE DETAILS 1/S-2, 2/S--2, � w w a AND 3/S--2 FOR REINFORCING W J w Z J AT OPENINGS. GROUT x x �� x x x = cL o � ©E 0 E o 0 0 00 0 0 0 0 0 a a o o a a o a o0 4" CONCRETE SLAB ON z ¢ REINFORCED CELL SOLID CI z 0 o i I --- — — I F — -- — — -- — — — — -- -- --�- -- — — — — -- -- ---- I GRADE W/ WWF 6x6 W CONCRETE NOTE: SAWCUT CONCRETE SLAB WITHIN d- y 1 z z z z z I W1.4xW1.4 OVER 4 TO 12 HOURS OF CONCRETE PLACEMENT ~ c��, o ( - 6 MIL VAPOR BARRIER N z ~ I 4" CONCRETE 4" CONCRETE ~ I ~ I ~ 1 ~ 1 I ON COMPACTED FILL d- n 1 1 SLAB 1 0 1 SLAB I 1 Q v l U 1 v I v l I ° „ SAWCUT SLAB, TYPICAL = ¢ I I lol ¢ ¢ I X X X 8 CMU WALL L_ — — — _I L._ __ _. ^ Lr. __ __ _.._ —. __. — . �. — �_ — — _ _._ ._. -._ .�.. "' — — — -- I 8" CMU STEMWALL W/ -�i 1= GRADE . #5 VERTICAL DOWEL W/ TI I I 3 SECTION El 0o EE 0 0 E 0 ❑ ❑ ❑ o ❑ E 0 0 0 0 oa o f o STD 90' BEND INTO S-1 SCALE: 3/4" 1'-0" I o r — � � �.. .� �.-... .�. _... �. - - �. — ._._. — _..�. ^ — ^ - - � __.. � ^ _..... _._. � LOD 1 N FOOTING ® 48" O.C. F2 F2 F2 LF GROUT ALL CELLS SOLID : � 1'-0"x2'-0" CONTINUC)US 2 1 ¢ SLAB ON GRADE, I w CONCRETE FOOTING oS-1 X1,_6» o I v W/ 3-#5 CONT SEE PLAN I 5 (l7 p its �� X-7 x w 1 S-1 1 w 1 o /� 1" CLEAR TYP 4 a`° Co - {/� a' I o r 2'-0" 8"x12" THICKENED 1'-0" U _ _ _ _ EDGE2- 5 CONTINUOUS °° 0 1 SECTION I /Z �///z lz Z; s-1 SCALE: 3/4" — 1'--o" THICKENED SLAB EDGE, TYPICAL = -MLI- -- 1-#5 VERTICAL, CENTER IIN U U r- „ w REFERENCE CWT-STRENCH -A23 BREEZESAND CONVEYOR w I 5' -0' CORCELLNERS4A' OC AND ALL. ND NTERS CTIIONS. 4 DETAIL Q Q 5 0 a CONVEYOR a I 12'-2" 3 » , o PIT DESIGN SHOP DRAWINGS. DATED 10/18/01 B SEE DETAILS 1/S-2, 2/S-2, S--�1 SCALE: /4 - 1 -op) --j Q F2 �" PREPARED BY SONNY'S ENTEIRPRISES, INC. F2 m - AND 3/S-2 FOR REINFORCING (L o 00 1 - - - J o 0 1 AT OPENINGS. GROUT ao I 1 I I n ¢ REINFORCED CELL SOLID w N o0 0 0 0 0 o m onoI IFIE] Ell Im Ell I ImEl ol E r A 4" CONCRETE SLAB ON J ¢ W/ CONCRETE CONVEYOR TRENCH AS Q 7 OOH � � ^. -- ❑❑00 � � " _" ^ _`_" � ^ �. _... .� ` _ _ `_ — ^ � — � `_ `_ - - ^ __ - - - - - � �.... ^ — `_1 GRADE W/ WWF 6x6 v 1 » PER MANUFACTURERS o I I I o_ /2 EXP. JOINT MAT'L SHOP DRAWINGS U 1 / �� \\ \ J 1 I I 2 I I 6 MIL VAPOR 1BARRIER 6" CONCRETE SLAB w/.4 OVER 4�� 0» m LO O \ O. ❑ I S--1 1 ❑ I ON COMPACTED FILL N WWF 6x6-W2.9x2.9 'ON SLOPES SLOPE Q W v O O 6 MIL VAPOR BARRIER � o ( 4" CONCRETE SLAB w/ WWF 6x6-W1.4x1. ON I - 0 G7 I Ex x x 0 1 6 hMIL VAPOR BARRIER ON TERMITE TREATED „ — X �RADERPREPARED TPIDR 9 ° N I I I I I GRADE PREPARED PER GEOTECHNICAL REPORT, ( E I 8 CMU STEMWALL W/ --�1 1� W ¢ 1 TOP OF SLAB ELEVATION +0'-0". 1 #5 VERTICAL DOWEL W/ GEOTECHNICAL REPORT 2 -4 I I I I STD 90' BEND INTO I I=1 Q W W o I I I I I I FOOTING ® 48 O.C. LL- ( ) M I 1 i; I 1 18 I I GROUT ALL CELLS SOLID o a 1'-0"x2'-�6" CONTINIUOUS z I z I 1 N I L CONCRETE FOOTING n e a 0 1 —'-� l )SA El � v W/ 3--#5 CONT 4D I ° �.n r a A' .. •p' -. .a -° - .4 - d_ 4 D O LL- 0 \ F1 A I I 3: 1 1 1 I 1" CLE R TYP 4 4 � 4 a q I \ ( QI I COE Ea EES I I I I I I I ° I 2 SECTI ON 5 SECTION w F1 z •n 1 ° -1 SCALE: 1/4» = 1'-0» S-1 SCALE: 3/4„ 11_011 0o EE E o 001 Fool EE ElEll inn o o� 3'-0» 12'-0" 3,-0" 50" 10,_0» 5-0" 4'-8" 12'----0" 10'--0" 8'-0" 8'-0" 3,'--0„ 5,'---4„ 9,_0„ 16"x16" CMU PIER w/ 4--#5 VERTICALS 621_0" AND #3 TIES ® 12" O.C. #5 VERTICAL ¢ 82'-0" DOWEL w/ STD Q DRAWN 90' BEND INTO _ MLC FOOTING #3 TRANSVERSE � ® 18" O.C. GRADE CHECKED 3-#5 x 17'-6" CCK N FOUNDATI4N PLAN FOOTING SCHEDULE 11�05/01SCALE BOTTOM REINF. TOP REINF. 0 3/16" = 1'-0" -�- SCALE: 3/16" = 1' 0" L7� TYPE LENGTH WIDTH DEPTH REMARKS I • • • • / N LONG WAY SHORT WAY LONG WAY SHORT WAY r E01g 163 PLAN NOTES: F1 CONT. 2'-0" 1'-0" 2-#5 - - - SHEET i 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". `n 2) TOP OF EXTERIOR FOOTING ELEVATION -•-1'---4". F2 CONT. 2'-6" 1'-0" 3-#5 #3 C� 48"oc - - - 18'-0" 3) FOR REINFORCING AT MASONRY OPENINGS, SEE DETAILS ON SHEET S--2. 1> _I 4) 'TE' DENOTES THICKENED EDGE OF SLAB PER DETAIL 4/S-1. AO 18 -0 2 -8 1 -0 3�#5 #3 ® 18„oc - - - SECTION 6 5) FOR DIMENSIONS OF WALL OPENINGS SEE ARCH PLANS. NOTES: `/ r 1) WALL FOOTING F-1 IS CENTERED ON Q OF 8” CMU WALL, SEE SECT. 1/S-4. S- 1 SCALE: 4" = 1'-0" r� BGG ( SHEET 1 of 3 V S?t5 Al l aV-�' o' '8l'A REVISIONS BY PRE-FORMED HARD RUBBER 8 415• OR PVC CONTROL JOINT #5 VERTICAL IN GROUT FILLED 16"x16" CMU COLUMN W/ 8CMU CELL WINDOW WINDOW WINDOW 4-#5 VERTICAL AND #3 OPENING ROUGH OPENING ROUGH OPENING TIES ® 12" O.C. ROUGH 1-#5 VERTICAL NOTE: EMBED 1 pc I • El 1-#5 VERTICAL �� l ' TERMINATE HORIZONTAL JOINT 1-#5 VERTICAL 2-#5 VERTICAL 2-#.5 VERTICAL I I SEMCO ECC68 OR CC68 REINFORCEMENT EACH SIDE OF SEAL JOINT W/ 48 O.C. MAX I I INTO TOP OF COLUMN TO 1-#5 VERTICAL BACKER ROD AND I I RECEIVE PARALLAM BEAM # CONTROL JOINT SEALANT ------�--- �---J EACH CELL • NOTES: _ 1) LOCATE IMASONRY CONTROL JOINT -------- ------ - 1-#5 VERTICAL 1-#5 VERTICAL 16"x1 6" CMU COLUMN 45° CORNER COLUMN AS PER PLAN @ 48" O.C. MAX ® 48" O.C. MAX MASONRY CONTROL JOINT 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL s DETAIL 6 DETAIL S-2 SCALE: 3/a" = 1' -0" S-2 SCALE: /�" = 1'-0" S-2 SCALE: �/4" = 1'-0" S-2 SCALE: 3/4" = 1'--0" S-2 SCALE: 3/4" = 1'-�-0" S-2 SCALE: �/4" = 1'-0" 2-#5 TOP . IOTO 2-#5 TOP z w #3 VERTICALS • VERTICAL ® 48" O.C. w ¢ 8 O.C. #3 VERTICALS # LI z o 2v I C�7 8" O.C. AT NOTES: FILL CELL SOLID W/ 3000 psi = z w o -+ I I 12'-0" OPENING 1) FOR OPENING LOCATIONS, CONCRETE Q w o N I ONLY SEE ARCH DRAWINGS. #5 HORIZONTAL - w Colo,80'-0" 2-#5 BOTTOM I 2-#5 BOTTOM 2) PROVIDE 8" BEARING EACH TIE BEAM REINFORCING ? ¢ v to I SIDE OF OPENING. < w 40'-0" 40'-0" ' ' 3) GROUT LINTEL SOLID. ¢ o in o 1-#S VERTICAL IN FIRST 8" CMU WALL w/ 1-#5 VERTICAL L� 2 4) INSTALL OPEN BOTTOM � � Ldu CENTERED IN CELL ® 48 O.C. L- 1 LINTEL B3LOCK UPSIDE N 8 CMU WALL W o ° CELL EACH SIDE OF OPENING = 0 SEE DETAIL 1 S-3 GROUT REINFORCED CELL SOLID TO 18'-0" WIDE TO 12'-0" WIDE DOWN, lhNSTALL FORMWORK 0- z O o / w/ CONCRETE AND SHORING AT BOTTOM O i- d 00 0 0 0 0 0 0 0 0 o r o 0 0 0 0 0 0 0 0 o a o© OF LINTEL. � o TYPICAL LINTEL ABOVE OPENINGSEl El TYPICAL HORIZONTAL SPLICE � `' MASONRY CONTROL 0 DETAIOLIN6%S E. j 7 DETAIL 8 SECTION ]C14 \I I ° r S-2 SCALE: NTS S-2 SCALE: 3/4" = 1'-0" 00 0 0 0 0 0 0 00 o a o 0 0 0 0 0 00 ao 0 16"x16" CMU COLUMN W/ 4-#5 ~ti 1-#5 VERTICAL FIRST THREE CELLS VERTICAL w/ #3 TIES 012" O.C. ❑o FL-11 k o EACH CORNER, , INTERSECTION SIMILAR �� AND @ 48" FILL SOLID w/ CONCRETE O.C. FILL CELL SOLID SIMILAR MASONRY CONTRO)L 1---#5 VERTICAL FIRST CELL, W/ 3000 psi CONCRETE JOINT, SEE 2-#5 VERTICAL SECOND CELL, 25" LAP MIN. /z EXPANSION JOINT #5 DOWELS w/ STD 90' 1-#5 VERTICAL FIRST CELL, DETAIL 6/S--••3 EACH SIDE OF OPENING, w/ ELASTOMETRbC SEALANT BEND, LAP 25 MIN. J 2-#5 VERTICAL SECOND CELL, SEE DETAIL 2/S-3 w/ VERTICAL REINFORCING EACH SIDE OF OPENING, 4" SLAB ON GRADE SEE DETAIL 2/S-3 ' ° d , OR ASPHALT, SEE PLAN Q 2-#5 VERTICAL EACH CELL, __J Q I I FIRST TWO CELLS EACH I I b SIDE OF OPENING, a X-� x x x X X < EL. ao ❑ ,_ 8 CMU WALL , TOP OF SLAB Z SEE DETAIL 3/S-3 ( � 4 S-2 Iii I f-f f f -1 11=1 I Iii ► ' " Q I I 2-#5 VERTICAL EACH CELL, MASONRY CONTROL I —I ' —1 (— FIRST TWO CELLS EACH JOINT, SEE - I #5 HORIZONTAL 3-#5 CONTINUOUS � Z ¢ SIDE OF OPENING, DETAIL 6/S-3 " TIE BEAM REINFORCING a Q C) I SEE DETAIL 3/S-3 o "Io - FLTI L1 L1 L1 Efl ❑ r U �� o0 �` ° .� SIMILAR SIMILAR �-�� SIMILAR SIMILAR SIMILAR TYPICAL CORNER SPLICE ;r, Q 37 CV o0 0 0 0 00 0 00 000 ono 000 91 a]ull tao 0 0 o FTG. SIZE & REINF. ¢ O° °°�• �`"' �`\- 2-#5 � SECTION SEE SCHEDULE ON -- #3 TRANSVERSE way 00 O 9 3" CR ® 18 O.C. o SHEETS S-1 2'-8" W U I S-2 SCALE: 3/4„ = 1'�-0" � O W z '�' too o VERTICAL EACH CELL, THREE CELLS ° 16 x1 6" CMU COLUMN SECTION I�1 LLJ Q ni (io SECTION _j °L w ° ° w S-2 SCALE: 3/4" = 1'-0" Q (� C)j o I I 0 INSTALL 2pcs 1/20 x 6ANCHOR BOLTS 0 " 0 45' CORNER COLUMN I ❑ SEE DETAIL 5/S-3 `� ❑ r• W/ 2"x2"x1/,8" PLATE WASHER AT MIDSPAN —j TYP 8 PLACES I I cv FOR SPRING; BLOCK ATTACHMENT --� 2-#5 VERTICAL EACH CELL, o O 0 co oo FIRS3T TWO CELLS EACH I ► I I El I o 2-#5 VERTICAL EACH CELL, THREE CELLS I I I I 8"x32" CMU/CONCRETE � LJ...,. SIDE OF OPENING, OO N Opo I I® ®I I TIE BEAM AS PER SEE DETAIL 3/S-3 o I I I DETAIL 7 S-3 0 1-#5 VERTICAL FIRST CELL, I - I---- -----_,.•---------------------- —I - / 2-�-#5 VERTICAL EACH CELL, 2-#5 VERTICAL SECOND CELL, I I® ®I I w FIRST TWO CELLS EACH EACH SIDE OF OPENING, I I I I / I 2x8 5YP N o.2 #5 VERTICAL PER EACH SIDE OF OPENING, SEE DETAIL 2 S-3 o I I I # PLAN SEE DETAIL 3/S-3 #5 VERTICAL EACH -�;-� , P.T. PLATE I I FACE AS PER PLAN 0 I I o o0 Eluloo El a Ulm ©0 0 00 00 m 0 o❑Lo °°• Eil Efl Efl Efl I I 0 1 NING i-0)R) I I I I 18 - I I I I OVE E DOOR I I 5'-0" 10'-0" -� 5' 0" 4'-8" 12'-0" 10'-0" 8'-0" 8)-Of) 3'-O" --w 5'-4" 9' 0" I I® �I I #5 VERTICAL DOWELS I I 5 VERTICAL DOWELS 2'- 0" AS PER PLAN I AS PER PLAN 62 --0 I II II II DRAWN ¢ II II II II MLC II I I 82'-0" N Z II IIS ®II II CHECKED FOUNDATION SLAB CCK DATE I I I I 11/05/01 C° I I I I 3/16„ = 1 —0» I I SCALE rn I I I I JOB No. WALL FRAMING PLAN- INSTALL 5pcs 1/20 x 6" ANCHOR BOLTS @ 24" 1O.C. MAX. W/ E01-163 2"x2"xV " PLATE WASHER AT INTERIOR FACE OF WALL OPENING SHEET SCALE: 3/16" = 1'-0" EACH SIDE TO RECEIVE 2"x8" P.T. WALL/DOOR FPLATE T S 2 11 GARAGE DOUR OPENIING 1 ��o► J-2SCALE: /2" - 1>-0" II SHEET 2 OF 3 ALUMINUM TUNNEL CANOPY AS PER 1/2 CDX PLYWOOD WALL STRUCTURAL NOTES: ("REVISIONS BY STRUCTURAL SHOP DRAWINGS SHEATHING FASTEN w/ 8d COMMON WIRE NAILS DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD PREPARED BY LOUIS GABRIEL, P.E. ® 4O.C. EDGE AND DATED 10/29/01 6" E G FIELD BUILDING CODE, WIND DESIGN PER SECTION 1606.2 5/8" CDX PLYWOOD ROOF SHEATHING 1. LIVE LOADS FASTEN w/ 8d COMMON WIRE NAILS 2"x4" P.T. SYP No.2 SUB-CAP UNIFORM LIVE LOADS Q 4" O.C. EDGE AND 6" O.C. FIELD w/ 2-12d COMMON WIRE NAILS FLOOR 40 PSF EACH ROOF TRUSS ROOF 20 PSF 2"x4" SYP Nco.2 CONTINUOUS X-BRACING w/ 3-16d COMMON 2. WAND LOAD BASIC 100 MPH IMPORTANCE FACTOR 1.0 WIRE NAILS INTO EACH TRUSS VERTICAL WEB MEMBER MEAN ROOF HEIGHT 15.0 FT Ri00F PITCH 6/12 (39.8 DEGREES) SLOPE VELOCITY PRESSURE 20.4 PSF 12 '/2" CDX PLYWOOD ROOF SHEATHING, WIINDOW DESIGN PRESSURE SEE TABLE IN 1/S-3 j 6 FASTEN W/ 8d COMMON WIRE NAILS 3. ALLOWABLE UNIT STRESSES: 4"� O.C. EDGE AND 6" O.C. FIELD� A,) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION CONNECTION AS PER DETAIL • i PRE-ENGINEERED WOOD SLAB ON GRADE f'c = 3000 PSI OF STRUCTURAL SHOP ROOF TRUSSES ® 24" Q.C., CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI DRAWINGS PREPARED BY SEE ROOF FRAMING PALN ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI LOUIS GABRIEL, P.E. UPLIFT CONNECTOR AS PER SCHEDULE DATED 10/29/01 AND 2� 12d TOENAILS EACH SIDE OF B)) REINFORCING STEEL ASTM A615 GRADE 60 U TRUSS Z 8"x16" CMU OPEN BOTTOM TOP PLATE EL. +10'-1 /2" . w d ' C)) WELDED WIRE FABRIC - ASTM A185 L`' LINTEL TIE BEAM W/ 1-#5 SEE ARCH PLANS D)) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION = z cr w o TOP AND BOTTOM, CONTINUOUS UPLIFT CONNECTOR ASS PER SCHEDULE >� w =) -1 AND 2--12d TOENAILS EACH SIDE OF SINGLE 2x8 P.T. SYP #2 TOP TOP OF CMU EL. +10'-0 f COMPRESSIVE STRENGTH m = 1500 PSI Q z o `_Y ¢ TRUSS PLATE W/ '/2"0 x 10" ANCHOR SEE ARCH PLANS w=co cv BOLTS W/ 2"x2"x'/8" PLATE E)) SOIL BEARING (DESIGN MAX.) 2500 PSF � Q WASHER @ 24 O.C. w " F I ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 U a m z SINGLE 2x10 P.T. SYP No.2 ) LEDGER w/ 5/8"Ox8" ANCHOR 8"x16" CMU OPEN BOTTOM OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE w BOLT ® 16" O.C. STAGGERED LINTEL TIE BEAM W/ 1-#5 WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION Ld a:: U) o a TOP AND BOTTOM, CONTINUOUS BY AMERICAN FOREST (34, PAPER ASSOCIATION. ALL STUDS SHALL 0_ z o z i� • BE SPF N0. 2 (UNLESS NOTED OTHERWISE). � J ¢� 1-#5 VERTICAL, CENTER IN 1--#5 VERTICAL, CENTER IN �. � � CELL, ® 48" OC AND ALL CELL, @ 48 OC AND ALL G)1 STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC z Q CORNERS AND INTERSECTIONS. DESIGN WIND PRESSURES FOR CORNERS AND INTERSECTIONS. TUBE STEEL COLUMNS --- ASTM A46 lZ O SEE DETAILS ON S-1 FOR REINFORCING WINDOWS/DOORS (PSF) SEE DETAILS ON S-2 FOR REINFORCING STEEL BEAMS --- ASTM A572, GRADE 50 = v AT OPENINGS. GROUT (END ZONE = 12'-0") AT OPENINGS. GROUT ALL OTHER STEEL - ASTM A36 U REINFORCED CELL SOLID AREA 10sf 100sf 500sf REINFORCED CELL SOLID STEEL BOLTS - ASTM A325 INTERIOR 32.1 29.7 27.2 H) WELDING ELECTRODES - ASTM A-233 E-70XX ENDZONE 37.1 32.1 27.2 4. UNILESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 8" CMU WALL 8" CMU WALL SLAB ON GRADE CENTERED STRUCTURAL CMU COLUMNS 2" 1/2" EXP. JOINT MAT'L ¢ � .� J 8" CMU STEMWALL W/ #5 VERTICAL 5. ALLL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE 6" CONCRETE SLAB w/ z v 4" CONCRETE SLAB ON 4" CONCRETE SLAB ON z v DOWELS W/ STD 90• BEND INTO FOOTING TYrPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS Q WWF 6x6-W2.9x2.9 ON a GRADE W/ WWF 6x<6 GRADE W/ WWF 6x6 AND LAP 25" MINIMUM W/ VERTICAL AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD 6 MIL VAPOR BARRIER � � XOVER IIER EMIL Wl.4xWl.4 OVER AR IER ~ W REINFORCING. CONCRETEFILL ALL CELLS SOLID SE'CURELY N POSITION WITH STANDARD ACCESSORIES DURING PLACING 6MILVAORBARR ON TERMITE TREATED / GRADE PREPARED PER ON COMPACTED FILLL ON COMPACTED FILL 0 GEOTECHNICAL REPORT 6. SPLLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS x x X x x x X x x x x X x X x x x x x TOP OF SLAB F09LLOWS: � (n MASONRY 48 BAR DIAMETERS Q �• III=III=I I I� I I I__ I I ISI I I_ III=III co CONCRETE 40 BAR DIAMETERS 8" CMU STEMWALL W/ #5 VERTICAL I I III-I I I-1 I ISI I I=I I ISI I I- EL. ---1'--4" o 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR DOWELS W/ STD X90' BEND INTO FOOTING ___ TOP OF FOOTING UNISTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. CI) af 0 AND LAP 25 MINIMUM W/ VERTICAL o o m J _j REINFORCING. FILL ALL CELLS SOLID Q 1 -1 `� w • w c ,- w • 8. ALL LOAD BEARING EXTERIOR MASONRY WALLS AND STEM WALLS SHALL Q �• _ W/ CONCRETE 12"x24" CONCRETE BE' COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRYO Q <� 12"x30" CONCRETE F FOOTING W/ 3-#5 CONTPC) . UNITS WITH TYPE 'S' MORTAR. PROVIDE 1-#5 VERTICAL @ 48" OC �., w FOOTING W/ 3-#5 CONT. TI TYPICAL M3" CL AR TYP ANDTA L CORNERC AND INTERSECTIONS. GROUT ALL CELLS cn m 3 CLEA TYP l WALL SEC 0I V CON VERTICAL REINFORCEMENT WITH CONCRETE GROUT. FILL v_ 2'-6., ALL CELLS BELOW FINISHED GRADE WITH CONCRETE. PROVIDE W �, W S-3 SCALE: �/4" 2'-0" ST)AN�DARD #9 GAUGE TRUSS TYPE HORIZONTAL JOINT REINFORCEMENT (nN @16 OC VERTICALLY IN ALL WALLS. PROVIDE REINFORCING w AT' WALL OPENINGS PER DETAILS ON SHEET S---2. _j cy- w UPLIFT CONNECTOR SCHEDULE 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER Q w C Le- MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING COt'NSTRUCTION. c MEMBER SUPPORT SEMCO CONNECTOR 10. VERZII=Y ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. I--- � EXAMPLE OF UNSUPPORTED (UNBLOCKED) BOUNDARY OF PANEL EDGE. UNSUPPORTED PANEL EDGE IS TYPICAL ROOF TRUSSES: SEEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING SHEARWALL OR TYPICAL CONDITION UNLESS BLOCKING IS REQ'D DRAWINGS FOR EMBEDS OPENINGS SLEEVES, ETC. WHICH ARE NOT DECKING BY SCHEDULE OR NOTES. WALL LEDGER )MTS30C COMMON TRUSS: SINGLE TOP PLATE 1 SHOWN ON STRUCTURAL DRAWINGS. �2)MTS12 11. THE; STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE �.., • JACK TRUSS: SINGLE TOP PLATE (2)H2.5 or (1)MTS30C RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, W • GIRDER TRUSS (1)A35 PR(OCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE COPNTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR • THEE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN GYPSUM BOARD GIRDER TRUSS, CORNER HIP TRUSS SINGLE TOP PLATE (2)MTS30C AC(CORDANCE WITH THE CONTRACT DOCUMENTS. OR PLYWOOD SEE ROOF FRAMING GIRDER TRUSS (1)A35 PLAN 12. THE: DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR . . . EXAMPLE OF PANEL BEND STRAP OVER GIRDER TRUSS: SINGLE TOP PLATEO 2 MTS30C THEE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES EDGE W/ BLOCKING TRUSS AS NEEDED SIMPSON LTT20B HEAVY Al SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND • WHERE REQUIRED BY RECCOMMENDATIONS FOR HANDLING, INSTALLING, AND BRACING METAL SCHEDULE OR NOTES., DUTY STRAP ANCHOR,SEE UPLIFT CONNECTOR GIRDER TRUSS: SINGLE TOP PLATE (2)MTS30C or (1)LLT20B PLATE CONNECTED WOOD TRUSSES, HIB--91." FOR OTHER BRACING • SCHEDULE A3 RECQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING NAIL SPACING AT PEIR TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SUPPORTED EDGES, SPECIFIED, CONTACT ENGINEER. SEE NOTES OR NOTES: NOTE: DRILLED AND EPDXIED DRAWN SCHEDULE BOLTS OR EXPANSION BOLTS 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. MLC • 1/2"�bx10" 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. ARE NOT ACCEPTABLE ASCHECKED STUDS, ROOF TRUSSES, ANCHOR BOLT SUBSTITUTES FOR THE 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: CCK OR FLOOR JOISTS CAST-IN-PLACE ANCHOR H2.5 10-8d BOLTS. A35 12---1 Odxl 1/ " 11/05/01 MTS12 14-1 Odxl '/" MTS30C 20-1Odxl1/2" WRAP UNDER SCALE NAILING TO INTERMEDIATE AND AROUND SINGLE 2"x8" SUPPORT IS 6" OC MAX, UON GIRDER TRUSS HOLDDOWNS TOP PLATE E01B 163 ►� NAILING PATTERN FOR SHEATHING LLT20B '/2"Ox10" ANCHOR BOLT SHEET ON ROOF, FLOOR AND SHEARWALLS AND 10-16d 2 DETAIL 3 DETAIL S 3 SCALE: NTS S 3 SCALE: NTS 01 sH�Er 3 of 3 A/C H EATPU I"I P SCHEDULE AIR HANDLING UNIT No AHU1 �PAN pATA CFM 5.A 183 _ � 0 CFM O-A, a.__.-.__ EKT — S _.__._.._.-__..._.... ... - ---- - _.__......_._.... . i 3 v — ELECT; -- o - Hz 4 .1_ Q. ..� a _ COOLING DATA " .P L.V. — s,E.E.R ENT AIR_DB/WB _ -_-__ 67 AMBIENT =------ 95 --_ SENSIBLE CAP q9 4'b4 TO TAS CAP_ _. ..^ -� S7, 000 HEATING DATA - - TOTAL S5,500 S TSPS _ r _ - s u.E.P S N TA L - H EAT _ _.__..._...__________.___ T Io.'c� Kuv Roots �I►�1Sf� SCHEDULE t,.0 N D� q 5 N G uN ( T _ _ WAL 1.S CEI1,lNG p k _ -_T- D'� -•--•------� - � f��-1 EAST SoUTN U.EST UN 17 NUMBER ACLU — 1 STEPS _CAP G ONNT 0�. _ --�T z '` s 4 �_ a u_v. F-AN DATAoc (KIm s E NO. .OF F'AIV�� : '�_.�.-__- -r-y,�,.��.- c-t -- �Mu -I �►�,� �-� P-+ r�u ��-�, -- _._.__. _._..___...._.-_. _.... _ ___.. CQ FAN H.P. 4 F. t....A. ? EcQ"I P M a ►T G'1 C,44,..( -1 M�1 -k G/"1L4 ��\ C Lk IEAMuk�-MR,tY-E c.�oo C-z -_ L-rERDATA , cM4-1 P 1 TYPE 1' ME,� � C-2 13-1 M-, p_-� -z ��-� P-Z M-� e Z. M- ► �o� THROWAWAY. /`1ANUF CTURER _.v _.__. .. C�'R- IEE _ tvor�eN RSM B-I 'MODE'MODEL..- _ _� ; 3 U Rs � NYAG C-Z - -'S Nl-( -3 M-t -3 M-1 e-"� M-1 /oj A(Cu ¢C-��.IY'. .. ,... _16.0. 7 S,� B-� +� �F L ^ _w._..--^.... _„ ---_ �_ -.0 ...'T / Y o �. 0 HA -L u�A Y C-Z B-1 M-1 F-ti M-l -�{ ("l�l �'��{ -1 Com' tel, M.1 t o I CC E �Sak I Es_ -•- � LENU,� " ORFIc9- C-2 B-1 r-\- 7-q -t P-y M-1 T-�( -1 �• M-t Ion ✓ ,n �/ ►t-t� C-2 t`1-l -y E.Wp B--1 M-1 P-� M•- P- .. .. tI I uJAtTING _ c-2 B-1 f'M-1� P,��1 -OkM_I LA � 0H G--1 S'EA�EA �►-1�,��' P-I C -Z Sl'A',,.tE`V c,oi4��cET>~ ,acK�fl..�C Il.-a►"rtc?c, Z c.o.a.� ,ca(.�1� �:13�D a M-1 vRY�.�Ia.L►.. P-3 ��►'�� g5 P-2 � coCoC� T'•�.�. `10� M-Z P R`f�.►J[�,l_l_. Mo �Ty P-`'� :-�: AL,g I n. Ev l i 1 S 10 co Ix C - V., pot I r N N I� p -_- 0 i in / -.�_�.,.�•� , -=ja{•- •' _�� !. .. .- .$�� ......... _......._ !.. ,..r yam- �- ~'. U LAPA ................. ....... __..._...._..._... C).5- o A4 io,-4�0-- ,0 vd, t �� 1 i i 6 a,L 4 ►Wr-�e- � Pio y a�a S�r� PIA.J 3 , W,m F.a- � t I � P. ROOM FINISH SCHEDULE 2III 3'' WALLS CEILING H EAST So"T" i u---s E.w,e , I - 2 3 " d �' iA o z Q z L -2 Q .3 „v, t� � tl rQ IT F 1z IL It .- �o• 2 EG? ►1PMENT G-t - tet I Mu -1 CM4( LAuxv�LY C f G '-t RI cM� -1 GML P-\ c 1 ( P-1 M-2 o' 3„ , EMPLo`ct 5 � C�2 GM�1 P- 1 CMa ?-1 G_MLA C'�l GM'1" -1 M.2 10, C-2 5-1 /V\-( -z _t _2 c. a, �� UJorhENS {ZOpM C Z B-I -1 -2 -f -Z 7 STORE. HvAG C-2 -I -1 -'� rt•c -3 r�-t -� t-� -� P-3 M-1 /a� HALLWAY C-Z B-1 M-1 F-41 M .1 �.�{ M-t �-y _' l P-� M_I 10` 6' 9 m. C-2 B-► r-ti-t -y -1 P-`-1 s�-1 e-y _.� F-� M-1 Ica' to �/F..�.w► C-2 PA-1 -y Imo'-1 P- M•I Iv' 6--I M-1 P•y M•• P- n 10 uJAITING C-2 5-1 M-1 P-`d M-1 -v-`-t t, 1 3 Ac WL%r c- L....a'T y4, Z C-OA.' 'S, 1 li,rS C -2. STA►.tE.0 Gtiinlc Erb= -3 BC�tc Yc �",A.vt Cts p•2 �.rTCII �z�►-ti4 .� , c�Y��c. -0? -,.I.-L �'-� �.��M� p.5 4 �. GU�p(L �• .�. A% P-2i �„ a ion :�' m (� i 7 t31 `J :'I) 9� ; 0 Ld�� < �� 45' ®1 Iterns Ln Oty Type Brand Catalog # 1 9 A-CAN HALO-Rec H71CTN8 2 9 A-TRIM HALO-Rec 30RGAT 3 2 AF Metalux 20R8-432A-120V-L8735-EB81-U 4 2 AF-PF Metalux FCS-24W-U 5 3 B Metalux PEU- 32Aw120V-EB81•U s 4 C Lumark MHWL-175-MT-LL 7 5 D Metalux VT2-2W)R-120V-EB81-WL-U 8 4 EM S u ria-Liter CC2 9 4 EX Sure-Lites LPX70RWH 10 19 F. HALO-Trac L741 PX 11 2 G Insight WT921ABB-120V-TW 12 4 1 Fail-Safe MHBC-70N-120V-DBZ 13ti.:7j T1 HALO-Trac L651 ROOM FINISH SCHEDULE 14T2 HALO-Trac L552P 15START HALO-Trac L901 P WALLS cl~it-ING 16COVER HALO-Trac L900F 17COUPL HALO-Frac L908P rK FAsr count u sr 18LAMPS A.L.C. LAMPS FOR FIXTURE 0 TL4111 i CzL- c-t -- �Mu t G�y -1 c �-► c Mu i-► -- _ 2 E 1PMC-�r.lT' G-t - Gst ! I m;A -t ce-W 1?_1 101 �3� I-AuM�FLY C-( Com'-► P-1 c.M-1 -1 �`1� P-� cM P' M-2 of d EM�LO`ft S RPUA C-2 t.-t w1 C(A A lot MErj PLaoM C-2 F3-1 1 p-Z -1 -2 IK-l P-'L N1-1 P-•-L �6 IUoMEN§ POwA C 1 B-•t - 1 M-I 7 SToRAZE HVAC- c-2 B-I -1 -3 M-t e-3 M-t !o' HA�_LLwAY c-2 9-t C'- t F--,A M-t to' - `� �F'F►C� C-2 B-I M<-t ?-4 -t ?"A M-1 -V-moi -•l 1? 101 ►o VEt.tUIN�a C-2 to' _ ......__..� f� uwArrit-iG C-2 B-•t M-t rt--k M-I GAZE-60 C-3 McC. l �/ < <�CM ? M S G 1 SEAL- -D �ca►.l� P-( 8L-pG k FFA!-lam I c�,4T Ac'�'f 1..1�. LATE�c, c -2 TrA��E-V c ot4c�_ i p-2 M-t -DRYWALL �'-� �AME S'~2 c.cat oCz. "C'• , lM-2 -qV_I(W4 _ tI\0\- a-a P-zt C�ta(It- I �s�STa�-�- I G G C A... A A V 17 ss A sex T!z LP p ' 06 Y 1 ''� � � t� a, � PIL Q, u i 2ca`3 VOLTS, 30, `I WIRE. S/N AIC MDP rJ-3R _e,�D�D AMPS. MAIN BKR. ❑ MAIN SW. ❑ M.L.O. LE2 2j_�1121 VOLTS MAIN DISTRIBUTION PANEL ❑GRND. FAULT PROT. ❑SHUNT TRIP ❑ TOP OR M BOTTOM FED KT BRANCH SIZE (AMPS. FEEDER SIZE KVA LOAD DESCRIPTION NO. 0 FRAME 0R TRIP OR WIRE CONDUIT NO. POLES SWITCH(s) FUSE(*) MCC Lo0 EEC) tpg,R 3rA vw 'r 1 G 2 3153 2 I�A�E� tri 3 _# 1 '35 3 �7c�,rJEL �� 3 IDc� tool LA 4 S\SAG 1 o0 5 6 7 8 ("Z). 3", -\,J/ 3 w Gv_ -�- *1 _ ---- to Cot'l 11 - -m i Cc��O A.MC� 1 12 r ` ' _P�J�S� �C� P�''�E�1"C Qt7p AM C� 120 ' 21?�V ��._.. N 16 L I G N-1"1 N G 17 100 AM 18 19 o 20 FROM: TOTAL LOADS KVA ) � LP 4bP FED ,T..s�. 1 -r _a Iu, /PUvrc 44= 25 , I -'B G I_2620025 VOLTS, 30, `4 WIRE - S AIC I PANEL -- LP it5 AMPS.❑ MAIN BREAKER OR N M.L.O. n �`1� V0LT5 FLUSH OR El FLUSH MOUNTED TOP OR N BOTTOM FED SERVES TRIP u TRIP SERVES KVA �.1 KVA S u I i x:ir'TF P COP _ sr��- �a+� uAc�avt 1 5 6 Pt C. - I VFGu M .0 N� ov-jz\Cl. -ZC) 7 8 ` zv WMA 20 g l0 1 VAcoom (?P. '! 20 I I 12 p a, I j — �* -- I i J i EXVT 13 14 �X1T �Eh1C� �v 15 16 TEL. A� 1,� S1G�S zC> 17 19 2a zp �/A�V�m `{ L 21 22 p S�ARv __....._. _.�_ 41' -aD 23 24 v I a z5 26 27 28 p 29 30 31 32 r 33 34 1 ` 1 35 36 I 1 ----- 37 38 b) Lk" 'p!G 0/6-0 4660 MGM 39 40 1 42 FED FROM: TOTAL LOAD: ,1(] KVA 0 20 VOLTS, WIRE - /N \O, AIC oL 3�, -� E s CO PANEL - w P �'? AMPS.❑ MAIN BREAKER OR 1J M.L.O. �VOLTS 1 ❑F'"USH OR SURFACE MOUNTED ❑ TOP OR Z BOTTOM FED I KVA SERVES TRIP U TRIP SERVES KVA I'D irCuN\m Cbl,Rol.. 1_P, _ �o I 2 20 1.0 C_z0tQI C(�NTIRb\ 4 2c� AT. MAGI\17.1C ► � r � I-C) CC\<7 -- 5 6 24 FMR 1 1,2 I .O ELEc_. eY� ��R o� 1G1� 2a 7 8 20 Pf AcI.CS 1-O I.o MAT. p 9 10 ❑ , E 1,0 P1��yJ ERS - p 11 12 o Et 1E L�GN,T�tJG 1.0 13 14 vr _ zCj 15 16 17 18 19 20 I.C? l� STC Gang P, p 21 22 [29 24 26 28 30 32 36 _ ..__._.._._ 3T 38 . 39 40 41 42 O&Q41aAA^ S FED FROM: TOTAL LOAD: KVA `'",so _ L � I 1 '3�uc— PLANT LIST UAN ITY SPECIES SIZE 2 East Palatka Holly 3" caliper, 10'high 2 Sago Palm(existing) 12" caliper, 3' high 23 Viburnum 3 galloncIS"'["�� l `'`�` ~" E 1 S Pampas Grass 3 gallons 12 Fountain Grass (purple) 1 gallon 6 Dwarf Hibiscus 3 gallon M�T'7F s Liriopi 1 gallon TZ 13 15 Aztec Grass small pot Landscape Note: All planted beds to receive 2" pine bark mulch after planting. ( 1 � I Irrigation to be an automatic irrigation system designed to provide 100%coverage. I I Tu.._s•-��L I VJ J _ c! IL C/ 3 �U- � l S Clty of Atlarrhr. r.. �► Planning and Thle approval verific. tonin -ry9. subdivis . development regulati ,,,� approval for the issuarr•e with Plorida Buildin(- r I local, state a ° n`• - lam" rnuat be verified byede f,N rn,i Beach Building "a `- ' •^ "i.c � ' prsCC Ij BWiding Permit r L) 1 1 APProved By, Date: ommrn . c c- to �yAOV PPS N � �c? `I �{� ��l C ' t LS - UTILITY CONTACTS ORGANIZATION ADDRESS TELEPHONE NUMBER CONTACT AND TITLE CITY OF ATLANTIC BEACH 1200 SANDPIPER LANE MR. ROBERT KOSOY, P.E. WATER AND SEWER ATLANTIC BEACH, FL 32233 (904) 247-5834 DIRECTOR WORKS MR, TERRY BAIN JACKSONVILLE ELECTRIC 21 WEST ATLA,NT C BEACI-:HFL 32202 (904) 6656057 STREET OVERHEAD AUTHORITYMAJOR PROJECTS BELLSOUTH 1001 ST, JOHNS BLUFF ROAD MR. RICK MULL TELEPHONE JACKSONVILLE. FL 32225 (904) 519-2543 BACKFLOW PREVENTER IN ACCORDANCE WITH EE PLANS APPROVED By MR. PAUL LARRAB THE COUNTY AT&T BROADBAND 631 EXECUTIVE PARK N. SUITE 10 (CABLE TV) JACKSONVILLE, FL 32216 (904) 519-3722 UTILITY COORDINATOR GATE VALVE TEST COCI< (TYP.) GATE VALVE UNION �- (2 REQUIRED) UNDERGROUND UTILITIES 'ONE-CALL SwRVICE ($00) 432-477 NOTIFICATION CENTER THREADED NIPPLE (TYP.) I FERRELL GAS 922! NINTH STRE.:ET SOUTH (904) 246-7316 MR. ROBERT TOUCHTON JACKSONVILLE BEACH, FL 32250 PLAN SUPERVISOR 90' BEND (2 REQUIRED) FINISHED � ��.��T T� BREEZES ATLANTIC, L.L.C. 1579 TIRE GREENS WAY, SUITE 16 (904) 280-3500 MR. JONATHAN PLUMB GRADE JACKSONVILLE BEACH, FL 32250 N (OWNER) ------ ..._ --- -- 24"x24"x6" CONCRETE COLLAR vx ' TO SERVICE _..�, ,s�,.� r g �e FROM MAIN �� cea � . . �.c>, ` �, PelAzs _5 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BETHREADED SCHEDULE SCHEDULE 40 GALVANIZED STEEL OR BRASS. f REDUCED PRESSURE ZONE BACKFLOW PREVENTER SIZES SMALLER THAN 3 _ HEAVY DUTY COVER THREADED FVC CLEANOUT PLUG W/ LETTERS -C.O." CAST GRADE SURFACE AWAY l' IN GRASSY AREA ' FROM CLEAN OUT 0" IN PAVED AREA ADJUSTABLE HEAD 4" MIN 2500 PSI P.C. i CONCRETE COLLAR 12� 12.. � f NOTE SEE APPLICABLE DETAILCLSTb FOR BACKFILL AND BEDDING INSTRUSIZE OF RISER PIPF PER CTIONS ( R LOCAL CODES IJ 7 II I VIII II 45' BEND P, a CRUSHED STONE PER _ I/ no LOCAL CODES ��l r�w��' o z O; °• �o v°6 lax o ..Y % °/ �o• °°.•°°Q • y DIRECTION OF FLOW • PLUG WYE IF SER`ACE LATERAL 1 \ WYE DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE. TYPE, AND ELEVATION �--- - SANITARY SEWER CLEANOUTR F, I ` , ... 2 6 kbui ��•cLJw Yk6"r C ,ti f'IOlc AtlaF,-iC C� ... i ( 1 ti Ge FI .w YP.xI R ApNR{R Ni.t CI rrBnn P'rY�„y =" A .. i'H LAN I•r4 ''� '` �% r'r_ Cpris MIP ULA CI M^,iI IYNIy'-rvUi, r'�':.. Lfp` 1'nf LOLIHA CI .lX [tlA1LD CI \''vp�l CwJH �+�c u 'M 'I CU'IE:r//f=/lj1/l Mr^i! rfr. 111�I yl ',S' 3 BflI31A OF MAO CIA .moi S ! 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FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL --�- PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOTT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY: THENCE S 89'18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 265.00 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE S 89.18'38" W, ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLAN FIC BOULEVARD, A DISTANCE OF 175.00 I FEET; THENCE N00'41'22" W, A DISTANCE OF 160.00 FEET; THENCE N 89'18'38" E, PARALLEL TO SAID ATLANTIC BOULEVARD, A DISTANCE OF 175.00 FEET; THENCE S 00'41'22" E, A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING, Q 10 20 40 SCALE: 1" = 20' N S6 oG\\O EXISTING OF S CONCRETE SEWER BACKFLOW WATER pRE� 8"x$ SALVE " WOOD STEPS PREVENTER METER POST-•(a) PLACES N89.18'11"E 175.02'-(FIELD) vNP� FOUND 1/2' IRON N89018'38"E 175.00' PIPE-(NQ CAP v� WOOD POWER - a------ -- - — — z POLE w/ GUY ^� ANCHOR (4)--2.0' SANITARY • WELL MANHOLE PUMP � NCR � � N - .' • • B STEEL GUARD C O 3 POST--(4) PLACES ONE STORY O OF SEG�\ON CONCRETE 0O N C R • O PREP ' 18.0' No. 385 C � I I Ir NCD uN I V 9 I COVERED N W 0 I 9RICI ' ry Z m I ENTRY cn fTl m O O O + I I 62.1' _ 3u ET _ Nr .�— .�— 1 C f 6' WOOD BOARD _ FENCE-0.2' EAST OF N C R 3 f PROPERTY LINE C 13.4'x48.6• CANOPY rn w/ 1.40.4' COLUMNS O a In iO 0) O I Cn rr, 19.7'x 21.7' p ALUMINUM CANOPY -< a 076 7.1.7' D rnm A z A C CONCR CON A POINT OF I REFERENCE METAL EDGEOFCONCREYE. SIGN - FOUNp 1/2" IRO ' ' FOUND NPF /2- [RON S 89.18 38 W 265.00 PIPE-(LB1048) S89018 38 W 175.00 175.12'—(FIELD) POINT OF BEGINNING A T L A N T I C B O U L E V A R D (STATE ROAD A-1-A & 10) (A 100' RIGHT OF WAY) NOTES: THIS IS A BOUNDARY SURVEY BEARINGS ARE BASED ON THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD AS BEING 5 8918'38" W. DIMENSION5 SHOWN THUS 34.34 DENOTE BUILDING TIES. THIS SURVEY WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 C17--6 OF THE FLORIDA ADMINISTRATIVE CODE. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE APPROVED MAP" COMMUNITY--PANEL NUMBER 120075-0001 D, CITY OF ATLANTIC BEACH REVISED APRIL 17, 1989, FOR THE CITY OF BUILDING oFfrIcE ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. FEB 0 4 LOoz / DONN W. BOATWRIGHT, P.S.M. "NOT VALID WITHOUT THE SIGNATURE AND THE FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED aY: FlLE: 20D2-1!_dnRAw,N (3HT LAND SURVEYORS, Inc. 1711 SOUTH 5tht STREET JA K QNVIl,1X 0l.ACH, FLOPIRAL 241--0450 . DATE; ,I,� .uARY a1. 290 ' ' . .Y 1 MAP SHOWING SURVEY OF A PART OF THE CASTRO Y FERRER GRANT , SECTION 38 , TOWNSHIP 2 SOUTH, RANGE 29 EAST , DUVAL COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE OF ROYAL PALMS DRIVE, AS NOW ESTABLISHED AS A 60 FOOT RIGHT OF WAY, WITH THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD , AS NOW ESTABLISHED AS A 100 FOOT RIGHT OF WAY; THENCE S .89°18 '38"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD , A DISTANCE OF Z4�5COFEET TO THE POINT OF BEGINNING ; THENCE CONTINUE S .89°18 ' 38"W. , ALONG SAID NORTHERLY RIGHT OF WAY LINE OF ATLANTIC BOULEVARD , A DISTANCE OF f75.COFEET; THENCE N .00°41 ' 22"W . �� A DISTANCE OFIGacoFEET; THENCE N .89°18' 38"E . , PARALLEL TO SAID ATLANTIC BOULEVARD, A DISTANCE OF(7 ;oo FEET ; THENCE S .0004112211E A DISTANCE OF (&o.00 FEET TO THE POINT OF BEGINNING . 1011NOI/RON P/PE / r7 �aucr£rf �/Y �L,5 _ / CONcz�r� ,ten�P A P 1p'r'3B"� /75 00' .r � � >S x __.___ X - - .9--• ' x � x�:- -•:• — - -- � PRE �� ,.?' sex� - !' �A�,� f;C•o� pQEVE,�rE� "- � If j +1 1 7 ; :y r •:�}t`�„��1 f�Y.r a ti� vwyAS"s, Yy _S } y4 / /� / -�}r ,9 � ,,��# �� 1 i^Lywi/�la �},S '' ._•A� D%/+1 9. .. �'�M�eH�b�S Q/{Q i/F S. 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I SOUTI-+ 57H STREET DATE: OL'rOBfK z3, ZOO/ ON CaMMUN17-y,�- A/�L /✓c./00 0 75 d�D/ 42. J ACK BEACH, F-pRIDa 37750 20 (904) 249- -267 FAX ('904) 241-3346 SCALE / -- S MA? 0- SURVEY S NOT VALID U^!LESS :T S S'GNcD _ 4'.D u4S THE RAISED SEAL OF A FLORIDA LAND SURVEYOR, DRAMNG FILE NO r�: x � [ TT- I , ED' O O 9 Q) x o ._ mm I Q mp p q Z lyl S w ¢ w GIS Q W � � Z p t� U ❑ U O � � o N d l 7 CLU LU V)V)w N � a r---------------------IIx I I w H I I C I I N d 00 -------------------- I I _ I I 7 a v)REU�` �11)�J♦.I I - 1 I( ,I u d b 2001 r of Atlantic Beach Zonln APPROV�O G� u14o�NNQF a w fQI(FfREN71AL WARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF N SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWP --- 1 8 4--A�--A 2 3 --- 0 BREEZES ~ EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND OR ARCHITECT AND ENGINEER. OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, (/] THESE DRAWINGS REFLECT REOUIREMEN75 FOR�1 EalOUIPMENT ONLY UNLESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. unTen el CAce DeCCD in mato UAAl11CAt•TIIDCDC IC AMY inD TUCID Cn111purMT DCn111DC1 rMTC ALL RIGHTS RESERVED. QrAl F• 1 o 91 '- 6 " 80 ,_2 „ Q � 65 ,_ 7„ z � � q wQ � � � � swQw 63- 7„ o U 55 '_8 „ N 4 50 ' cain w w w 37 1 „ 31 ,_2 „ � 30 26 - 11 24 '-- 11 " CLCL 23 - 10 " cog N 22 ' Y z 0 In 72 ,_ ^ „ I II II II I II 2 FIN 11 % II II ( II I 1 \I II j l I j 13-A J-c IH-A2 ID- li-F 18-B 7-8 6 5--6 B e II-A I-H 17-A 1Z-H B-A 7-A 6 5-A 1 J m ; m 1 FIN INS 1 h I n� T •j � I 28 ; rj� N � � � {�J I� '(1 ry N � N � �rM1 n �••I V1 v -QISCLAIMER COHFIQENRAL WARNING ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWP- 010 8 4�--A-�A 3 -- 0 2 BREEZES SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, �] EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AHD/OR ARCHITECT AND ENGINEER. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNIS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. Y'S FURNISHED Y NOTFR PI F45F RPFFR TO OTHER IIdNl1FdCTl1RFRS,IF ANY,FOR THEIRR EQUIPMENT ONLNT REODIREMENTS_UNLESS OTHERWISE ALL RIGHTS RESERVED. C/-'dl C• T/77"-1'—/T" SOLENOID VOLTAGE =24V 208V EQUIPMENT LIST RESPONSIBILITY MATRIX WORK ELECTRICAL AND MECHANICAL WORK ELECTRICAL ORK WATER o 0 ELECTRICAL -{� ITEM # DESCRIPTION VOLT HP PHASE AMP C.B. M.S. COLD HOT RECLAIM AIR FURN. BY: ERECTED BY: EQ. RM. PIPING: TUNNEL. PIPING: FURN. BY: ERECTED BY: WIRED BTC: REMARKS 1-C GC ROLLER UP SOLENOID 24V )P 75A 3/8' SONNYS SCWf CC SCW1 SONNYS SCWf O\ 1-K R.T.S. (2 TANK PARTIAL SYSTEM-3) VARIES GC GC CC GC CC CC GC (REF. DRAINNC CWD-SYS-3) p qa 2-A PREP. GUN PUMP 208V 7.5HP 3P 24.2A 50 1 3/4" SONNYS SCVN GC CC SONNYS SCWf CC 2_g PREP. GUN STATION 1/2" SONNYS SCW1 GC CC SONNYS 5CW1 N/A SCH-80 B.I.P. OTHERS OTHERS N/A 3-A MAC. WHEEL (CHEM. 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ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AHD/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. S('AI F' N T S THESE DRAWINGS REFLECT REQUIREMENTS FOR cn ax CIIRNI5HFI)FOUIPMENT oti UNLESS OTHERWISE ALL RIGHTS RESERVED. -- a,rAc QCCCO—nTUVO UANIICAPYIIoroC IC ANY CnR TU7I0 rn111PUCNT Rrn111grUrNTC rz.vvrn vo 208V EQUIPMENT LIST RESPONSIBILITY MATRIX ITEM # DESCRIPTIONELECTRICAL o- -]F- PATER AIR PLUMBING AND MECHANICAL WORK ELECTRICAL, WORK REMARKS VOLT HP PHASE AMP C.B. M.S. COLD HOT RECLAIM FURN, BY: ERECTED BY: EQ. RM. PIPING: TUNNEL. PIPING: FURN. BY: ERECTED BY: WIRED BY: 12-B COMBINATION POWER PACK 208V 5HP 3P 16.7A J5 1 SONNYS SCWl N/A SCM SONNYS SCW1 GC p O 12-5 OMNI-I 2 SPRAY (MOUNTED) SONNYS SC'M N/A 5CW1 SONNYS 5CW1 N/A 13-A H-25 STAND de CONi. (SINGLE UNIT) I" SONNYS SCM GC SCWI SONNYS SCWi N/A m m 13-0 OMNI SIDE FUP SOLENOID 24V iP .67A 3/8' SONNYS SCWi GC SCw SONNYS SCWf GC 10- d O m m IJ--G H-25 OMNI PUMP SIDE(11) 208V 15HP JP 46.2A 90 J 1" SONNYS SCWi GC SCW1 SONNYS SCWI GC 14-8 THREE COLOR FOAMER PUMP STA77ON 24V iP 5.7A 3/4' 1/2" SONNYS SCWI GC SCWf SONNYS SCW1 GC 14--C ONE COLOR FOAMER PUMP STATION 24V iP JA 3/4" 1/2" SONNYS SCWI CC SCW1 SONNYS SCWI GC 14-3 ONE COLOR FOAM FMR-IIIA MOUNTED SONNYS SCW1 N/A SCW1 SONNYS SCW1 N/A } 5� 14-4 FMR-JJJA T.C.F. 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M-- --ever a VrO—ryTWVQ 4AMIICl(`TIICWOC IC AMY CnA TNCta Cn111P�/CMY ACnI1tAC1/CMT4 ALL RIGHTS RESERVED. �'('Al F• N T S 20 TO REMOTE RELAY 20 TO REMOIE RELAY J/4"PYC 16/16 3/4"P4C 16(I6 J J \ O OJ � oC�121 III, I0 G 6-C 5 C O `- ca cc 17-8 Ifi-0 10-0 6-D 5-D 17-D Ifi-E 13-D 7-C L, I4-B 11-c 7-0 6-B 5 B J-D 10 C 4� 7-$ J-B 20 w! 10-B B_B 19 Q m j.: co 1-A 1-B p-A d QED 1J_q 6-A 7-A fi-A 5-A J-A 4 �I 0 21 q I2-B ri-A II-9 O s Q Lu 0,-- C) Q-- U O U I-K R.T.S(2 TANK PARTIAL SYSTEM-J) WALL N NORTH WALL (FUTURE) SOUTH WALL o AREA EQUIPMENT ROOM S EQUIPMENT ROOM o w uj W s c� a Ir �r------ �- II I 1 II II 1 1 II 11 1 1 1 II I I` 1 I :z La Ee EL a 4o1-A w LlVIM mpz Imo, 20 m®� 21 I� 13-A r 32 �' 13--G z 19 18-A 10-A 13-F $-B 7-8 6--6 5-8 3_B vii 0 11-A 1 17--A 1 B 8-A 7-A 6-A 5-A A 10 G '- 01 �qn n 1 I I I I 4 1 VE'YOR PIT A U E- 31 3 28 i or 2 w 0 u n N w a U E-1 U CONFIDE TIAL W6RNING, CWP -- 01084-A-A23 -- 04 BREEZES a ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, W EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED, THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNI5HED EQUIPMENT ONLY UNLESS OTHERWISE -— —curio rnuJoucur ALL RIGHTS RESERVED. S('AI V• A/ Y C ..,.rte.. �.��..«moo T.,..cure u.unc•rnioroc ocnwv�ururc 3'WATER IME J 4 J 4' 1 1/ J14' O---,»,---1 u- le-O 1 I o s-c o ac j 11 Ir-a Ta-� o li-O L, A MR iBo--e ,7-c 'o-o a s o �SOM i I I 14-8 I o 11-C 7-0 6-B I!-B .F-0 ---7 I i Ly I O\ IS-C d-B ED =ai } r-A 1-g ®� L_ 10-B m E {!# I IJ-A E 7-A T 5-A S-A i -A 21 <• SK• IB-A r-x rs cs(a T ARnu snip/-J) Z d c O r Fxwlc Fncw SOUTH WALL NOI2T�I WALL I( '� I --- -- + SOUTH YPALI, EaTsrwc wAIER mt o ti z 2 1 i i I L oza a sr c7 11119 1 SOME FEES 5 TUNNEL AREA EQUIPMENT ROOM I I �___�_ o��+ zcT +_� EAUIPMENT ROOM r„ rr� w Q W 1 L__._� $UCIICN'LY/Ei C-] H Q � U ; U U Q N W a w � a x x a J J a U z TO SEWER I / I L._____- - (2) 2"PVC OZONE SUCTION T -------T----_r - i 1 tr L------�L=zS--JL------ Y---- _----JI I 750 GALLON z r7_��______ �+ L��-Fri ------------U I OIL AND WATER SEPARATOR W r--FRBM-SANG____--___'------- --------------I I -----------------_.__..._i-L-F-________------------� V] SEPERATOR I"PVC SCN 40--\ - --� 1 v__ z t I L 19 m E _---_- _I__ FO-vt c 11-A-A� 11-B 17-A Ip_g 8-A 7_A 6-A S-A -A IO-C O I LJ, /4-$ /V I I N n 3- i 2B 4 C n I I IN i \ Sib I I i r v n n I 11 h N I z ✓r//(// �� V ENT- n- VEYOR PIT I a t h r; I o J ry 2$ o0 2 gj� � N �W W _ W DISCLAIMER CONFIDENTIAL WARNING: ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING.VERIFICATION OF SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS cP — o 0 8 4—A-A 2 3 - 0 5 BREEZES EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND�OR ARCHITECT AND ENGINEER, OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, THESE DRAWINGS REFLECT REQUIREMENTS FOR�,ONNY'S F {Ljf_$�ED EQUIPMENT ONLY UNLESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. NnT7I1 PI CA4C RCCCR TO OTHFR 11ANUFACTURERS.IF ANY.FOR THEIR EOUIPMENT RECUIREMENTS_ ALL RIGHTS RESERVED. q(.4117- N T S q Q � i NOTES.- 1. ALL UNDERGROUND TANKS AND PIPING BY CONTRACTOR. } cu >" 2. THIS DRAWING IS TO SHOW TANK HOLDING CAPACITY AND PIPING co 6.0 RELATIONSHIPS ONLY. THEY ARE NOT INTENDED TO ADDRESS TANK ❑ Lu (2) OUT TO SEWERX OZONE SUCTION 5177UCTURE ENGINEERING. U 6 X 6 X 6 2'AVC SCH-80 S W 41 TEE Q � UOU OZQNE _ 4+ 2"PVC PUMP RETURN LINE a 4 ° a . a ..+.4 4•. 6"PVC ELBO7T4 a 6 PVC N a LU 7 W+4 REPRESSUR17ATION w 6' PVC •4 (2) 2"PVC PUMP SUCTION LINE � N [7 • s'PVC Aa 6"PVC ELBOW ° 6X6X � • � � a • TEE to z ti 4 o vi • . b • +A V) N I O a—� 1 a +J f Ix 4 LO v C3 ti • Ll 1 � z Z as ! O 4 p A. v) d+ 4 6 [0.152M.] �—-- 36"[0.9MLD. -�---I 48'[1.219M.]9-"4Orwm4--� 24"[0.610M.] —�— 6"[0.152M.] 132"[3.353M.] 1000 GALLON TANKS 1500 GALLON TANK SCALE: N.T.S. SCALE: N.T.S. RECLAIM 'TANK SYSTEM ( SYS 3 2 'TANK PARTIAL C)W cn Lo H (10 DISCLAIMER CONFIDENTIAL WARNING: �Uy ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS Cj I I P ~ 010 8 4-A-A 2 3 - 0 0 BREEZES a SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS INC OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNISHED EQUIPMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. un.�n or•cr orrre rn nrury u A.11vAPTIIDCDQ Ir AMY Vnv YNCIv MIIIPIIFMT RCn111RF11CNT[. SCALE. N.T S. 0 0 I-PNFuuA77C LINE 1/2" J/8' J/8' J/8" 3/8" 3/8" 3/8 3/8 3/8 10-G o 6-C o 5-C �d Y 0 10-0 0 6-D 05-0 Q *� 013--0 IO E 0 7-C I'C 11-C 07-0 6-B 5 8 o J-D 0 I0-C rra4- 7-6 3-B 20 o 10-B 8-8 QT)w IJ-G I_A 1-B Q m j m I7-A (FJ--A) B-A 7-A B-A 5-A 3 A 11 Oco OO 32 12 B 11'A 11-8 Q U ra-A p � s w Q w 1-x R.T.S(2 TANK PARBAL SYSTEM-3) p SOUTH WALL U g U N NORTH WALL (Fur)RE) 1 SOUTH WALL is TUNNEL AREA E UIPMENT ROOM S E UIPMENT ROOM N D Y ! 7 a w a :;—wowN x ca Ix r ------— __�- = r -� r-_"-------- Ir �r----ter--- rl Ir-- - �I a III I II III I II II I I 1 I I I II \ / II It \ / II II \ / II I ♦ _ / 1 Z II II II II II fL tY J2 �9 �' 21 '� IJ-c rLU n 18-A 10-A I3-F 8-B 7-9 6-B S-B 3�H 2_A o I/-A 11-6 17-A 12-8 B-A y_A a-A 5-A 10-C x If-B » 4 ©r. x r--.2 �1 w Oil 3-SZ Z-B hC I � I T I P 0 � 0pm 0 VEYQ4 PIT 31 2 � ty z6 _ e F � ? � � T �1 o -111 V o � O � o � OQ Lul o W D15CLAIMER CO FIDENTIALWARNING: c Wp - 010 8 4-A-A 2 3-- 07 BREEZES w ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL.STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR 40 NY'S FURNISHED EQUIPMENT_ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED. SCALE: u.��rn o,r�cr euro Tn nTWC9 WANIICAVTJJWC'QC 1F ANY MR THEIR f"17111P4FNT RFOl11RFMFNTS. r------------ -----"��— - a ;I II a li ;I li a G7 r---::"~- O an 0.1 1-- Q j m g c q o � zx sL��, Qw 20 ®� 21 Q w z 32 �19 ® 13-A J 13-G 18 10-A 13-F 8-8 7-8 6-8 S---B 3_B o 11-A 11-8 17-A 12-8 8-A 7-A 6-A 5-A 3-A 10-G 2-A N 0 0 Li N � � w I 3-ZZ F O O O JH- G � O I O I r --------------------- o I W 4j. a 4oLd VEYOR PIT I cloom N pp i z O O O ¢ rn 2 C� C o Cnco y W DISCLAIMER CONFIDENTIAL WARNING W F►�1--I ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF W SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWP --- 010 8 4--A-A 2 3 -- 0 8 B R E E Z E EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, THESE DRAWINGS REFLECT REQUIREMENTS FOR,$, FURNISHEfLES],I1,1fMLHT ONLY UNLESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. ..+.�.+ o.rLcV crcca Tn muco��AMIIFA!`T119FOC it•MY Fna Tucia FnniPUFMT BcnluBFUFNYS. ALL RIGHTS RESERVED. .SCAT FN.T.S_ NO. CHASEWAY SCHEDULE 2"CU PIPING BELOW GRADE PIPE SLEEVE PNEUMATIC PIPING CHASEWAYS NOTES TO CONNECT TO MAIN WATER HYDRAULIC PIPING TYPICAL HANGER ROLLER UP PNEUMATIC _ PIPING SUPPLYING SITE BACKFLOW RECLAIM WATER PIPING A i"PVC PIPE CONFIGURA17ON 1. SLOPE CHASEWAYS TO DRAIN INTO TRENCH p PLUMBING CONTRACTOR SHALL 2' HOT WATER PIPING d FLOOR SWITCH ELECTRIC VERIFY GC CONTRACTOR C SITE WATER PIPING COLD WATER PIPING 2. 9D'BENDS IN CNAS£WAYS SHALL BE MAGE B 4'PVC PIPE oa SERVICE AND LOCATE USING '5WEEP"ELBOWS OR Two(2) 45'ELBOWS. O INCOMING 2" WATER SERVICE EQ CTA CHEMICAL DISTRIBUTION O O m C AT APPROPIATE END OF CAIE VALVE RCOM PASSENGER 510£ 0I71VER SID£ C (2) i'PVC PIPE CARWASH TUNNEL SPARE 2'PIPING B 4[LL)07 4C] A A DRIVER SIDED 4'PVC PIPE UNI57RUT RACK FROM SITE BOTTOM OF PIPE EVEN W17H CONVEYOR SHELF 5 FT. LONG O J FT. SUPPORr LOCATED SERVICE 19-3/4'FOR REAR WHEEL PUSH UNDER CARRIAGE WATER 0.C. (TYP.) $'FROM THE BALL 21-J/4'FOR FRONT WHEEL PULL E 4'PVC PIPE VALVE&SPACED •`-`�'' ' -•• � PLUMBING CONTRACTOR TO PROVIDE R.P. ULSE SWITCH ELECTRICAL } BACKFLOW DEVISE BY GENERAL CONTRACTOR O 3 FT D.C.OCOPASSENGER SIDE F 4'PVC PIPE Q m m 12'APROX. TO BOTTOM OF PIPE CONVEYOR HYDRAULICcx) 7TAENCH C (2) 4"PVC PIPE O H (2) 4'PVC PIPE UNIMAC DRAIN TYPICAL NOTE: �c CHASEWAY INSTALLATION DETAIL N N.T.S. o EQUIPMENT ROOM wa(< W MANAGEMENT MANAGEMENT vwi BUILDING CONTRACTOR TO PROVIDE OPENINGS IN WALL ENTRANCE KEYPAD (ENTRANCE) DFFTc£ DFFIce EQUIPMENT ROOM VACUUM STOP START a LD LOCATE TO CARWASH CASHIER OFFICE (OPTIONAL) 21 CONTROL 1N VACUUM AREA STATIONTART OTD `�' WIRE BACK TO MCC. FOR UTILITY SUPPLY FROM EQUIPMENT ROOM TO LUBE BAY OPTIONAL) TUNNEL WATCH x TO TUNNEL EQUIPMENT. TO LUBE CASHIER AREA (OPTIONAL) CAR WATCH sranFicE CONTROL 12-A OMNI POWER UNIT a TO PRESELL /1 (OPTIONAL) COMPUTER CENTER 13-A OMNI PUMP STATION LOCATION TO BE IDENTIFIED UPON PLACEMENT TO PRES£LL/2 (OPTIONAL) LOW LEVEL WARNING TYPICAL fi A TIRE BRUSH POWER PACK OF EQUIPMENT. To FLOOR SWITDH REMOTE RELA SYSTEM TO MCC HYDRAULIC Il-B WRAP BRUSH POWER PACK 0 STATION CONVEYOR MOT R I5-A SIDE BRUSH POWER UNIT z GENERAL NOTES. TO ENTRANCE EYE 20 RELA� 1$-A CONVEYOR POWER UNIT TD PULSE SWITCH ALL TINCTION BOXES SHALL BE WEATHER PROOF. w 1 2' TEE TO STOP/START STATIONS Ln / • COORDINATE ALL Jl/NCTICN BOX LOCATIpNS � 1-V2' RELO LOC. 2 WITH CARWASH INSTALLER. w _ G.C. TO PROVIDE EMERGENCY 4. G.C. TO PROVIDE SAFETY SWITCHES I Fr;FNt> WIRED TO CDP / �, 1-1/2" 1-1/2 1/2' re 3 COONPNECT ASINVICATED.TTON nLOCAIEONS D AS 14ECESSARY TO APPLICABLE CODES COMPLY WITH w it- 3 PC. UNION TUNNEL UNlS7RUT PB STATION ADJACENT 70 DISPENSER TYPICAL ELECTRICAL SYSTEM LEGENQ WIRED TO MCC Coon ENTRANCE EMERGENCY POWER-OFF'PB STATION. O 1-I/2' N•r 5. JJNC7ION 80X J z 1/2'CAL V. z a BALL VALVEIn PLUMBING RIGID TO K J PC. UNION EQUIPMENT ROOM 'WATER BYPASS DETAIL' WATER "PREP. GUN ARCH DETAIL' SERVICE BY GENERAL CONTRACTOR ,MOj1.1� av > Iw C�NNE� N 2 —i U "MINIMUM TUNNEL CLEARANCES' DISCLAIMER CONFIDENTU�L WARNING: ALTHOUGH BUILDING D CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS CDRAWING,BUIL VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS CWP - 010 S -A-A 2 3 - 0 9 BREEZES w SITE SPECIFIC CONDITIONS AND HE CUSTOMER WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, h� EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AN ENGUIPMINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. HES NnTrn Da rAgr PrWINGS I770 TnTTNQCRIRUANEIIF CTITS DIR RONNF ANY-FOR THEIRSHED OEQU PENT N NON UNLESS T REQUIREMENTS,HERWISE ALL RIGHTS RESERVED. SCALE: 208V PANEL & CIRCUITS BY G.C. ELECTRICIAN NOTER 1. PPROWDE 4'HIGH AD PCW MCC CONCRETE HOUSEXETFINC Q PANEL SCUEDULE MARK CW 2 LOCA Ir MCC SUCH THAT PROPER FROM O VCYT$120 08 PHASEJ WRE 4 MAINS NCWKINC SPACE IS MAINTAINED IN Op ACCMOANCE TO NEC 110m- a� O pR od od wo wwt LxT o�nul w w� wI wE39 pyq wwE A SEE SHEET f CME-3-00 FM EMAnC OIACJLUf. m o,. Ma pa,e� OA oc x w�rrs Ma Pa;7 4. All MIRE 70 BE TYPE 7HHN. I 20 I ff Al CO41R0l, i-A 100 2 20 1 OTE RELAY 57A. 20 ICO O ❑ ()� J 20 1 OZONE CONTROL I-B 1 100 4 20 1 MAT.MACHINE 100 3 20 1 CXT-F IDD 6 20 I XFMR l.YVA 100 7 20 1 CT.EYE CONTROL 19 100 B SPARE 1W MCC LOAD CHART 9 20 1 MA/MACYI/NE too IO SPARE 100 ITFX KW REMARKS II 20 I PRINTERS ICO 12 SPARE Too CARWASH N SPARE IW 14 SPARE 1� EOUIPAIT. co co co 13 SPARE 1C0_N 16 SPARE 100 ❑ 17 SPARE ICO IB SPARE 100 LP-CW 19 20 I MIXING DRUM 7-A 100 20 SPARE 100 TOTAL 0 Y 21 TO 1 MASTER COMP. ICO 22 SPARE ICO 2J SAARE 100 24 SPARE I00 Qw � � x ❑ � U ❑ U TOrALs ALG RATING TOTAL.CO4NECTED WATTS APPROVED FOR PRODUCTION TOTAL DEMAND WAS o MOUNTING SURFACE TOTAL AMPS AMPS O N BY: � tr DALE w rn Coon w w SV?41LY- 600 AMP MLO (VERIFY TCL) BY OTHERS MCC NOTES., s Y� 1 a HANDLE MECHANISMS SHAD HAYS'LCW-Cfr PRONSICNS 208`J, '3N 411T / a ALL STARTERS ARE FLAIR a MCC SHALL BE WRED NEMA CLASS, TYPE A Q BRACE FOR 65,000 AMP. aMCC SHALL HAVE MOTLW CIRCUIT PROTECTORS CH STARTER UNITS RMS SYMMETRICAL MOTOR CONTROL CENTER U x I I Gi I 24.2A 16.7A 16.7A 24.2A 16.7A 46.2A 24,2A 7.&1 7.6A 46.2A 46.2A 46.2A 46.2A 5.2A 19A 59.4A 3P JP 3P 3P JA 3P 3P 3P JP .SP 3P 3P IA JP JP C& C& CB. CB. Co. CB. CB. CB. CB. C& CO. CB. Co. CB. CB. CB. I 50 J6 J3 50 J5 90 50 13 15 90 90 90 90 15 JO 100 1 4 oC I w I � w I S72E SIZE SIZE SIZE SIZE ATE SIZE SIZE 92E SIZE SIZE 92E SIZE AUX SIZE z I T I � / T 1 � 1 T I T J � 1 � O T 0 � J T J � J T J 8 � J I yLLEn blL Jyl {jl ylY IL} lyl -- ---- ------------------- --'I ---- ---_.J ZL q N N bII IN 1 H N1 N1 1 1 1 1 - F h tU h n N M n wP HP HP HP IIP HP IIP HP HP HP HP HP HP HP NP HP 7.3 3 5 7.3 5 15 7.3 2 2 IS 15 IS 13 1/4 20 NP W s W ` � a x Z H d 1 1 N ! a H O N N L) M1� ONE—LINE DIAGRAM 1.4 U H z H Ham U W U DISCLAIMER rOF 0DENTIALWARNINO: Cj I I E ~4--- 01084-A--A23 BREEZESALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS a CSITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL.STATE AND LOCAL BUILDING CODES IS THE ONNYSENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER ANp/OR ARCHITECT AND ENGINEER. TRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC.THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY S FURNISHED EQUIPMENT ONLY UNLESS OTHERWISE RIGHTS RESERVED. SCALE. NOTFn. PI FGSF RFFFR TO OTHER ClANI)FACTURERS.IF ANY.FOR THEIR EQUIPMENT REQUIREMENTS. [GC- GENERAL CONTRACTORW4- SONNYS(CARWASH INSTALLER) Qca 1 ELECTRICAL SPECIFICATIONS PLUMBING & MECHANICAL SPECIFICATIONS 10- a GENERAL CONTRACTOR GENERAL CONTRACTOR A. GENERAL PROVISIONS 1.0 DESCRIPTION 8. VACVEs Q ]z j q q jZ m 1. THE W17RK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, a CCNOUCTORS A. THE INTENT OF THE PLANS AND SPECIFICATIONS IS TO OBTAIN I. BALL VALVES TYeV INCHES(2' AND,SMALLER BY Z q CU q AND MATERIALS TO PROVIDE THE COMPLETE INTEGRATED AND COMPLETE SYSTEMS TESTED, AOX57ED AND READY FOR MILWAUKEE(OR APPROVED EQUAL)MODEL JOA--150 RATED O W PROPER FUNCTIONING SYSTEMS AS SHOWN ON THE DRAWINGS 1, ALL WIRING SHALL BE COPPER. OPERATION. AT 150 SW, 600 CWP. BODY OF A57M B-584 BRONZE 2, CONDUCTORS SHALL BE RATED 60OV: WITH TYPE iHW14/7HHN WITH CHROME PLATED ASTM 8-16 BRASS BALL WITH CLASS S Q 2 ALL WORK SHALL BE DONE 1N CONFORMANCE WITH THE LATEST 1NSULATICN. B. CHECK VERIFY AND COORDINATE THE IN5TALLARON W11H iNE REINFORCED PTFE SEATS AND STERN SEAL FULL PORT WORK OF 07HER TRADES INCLUDE MODIFICATIONS RELOCATIONS Q T.{.1 x ED17ION OF THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE fLOW AND ADJUSTABLE PAGONG NUT. FEDERAL, STATE AND LOCAL REWLA77ONS AND ORDINANCES J. WIRES SHALL BE STRANDED CONDUCTOR IN AOJUSTMES. NECESSARY 70 COMPLETE WORK OR TO AVOID q U q U INTERFERNECES 2 r$jF VA(lfS TWO INCHES(Z)AND SMALLER: NRS. MSS J. ALL EQUIPMENT AND MATERIALS PRONGED SHALL BE NEW AND D. LIGHTING PANELS 1,1 RECORD DRAWiNGS SP-80: CLASS 125(125 SWP1100 CWP). BODY BONNET p IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NE.M.A., AND STEM OF AS7M B-62 BRONZE. THREADED ENDS TO ANSI 0 A.N.SL, U.L. ETC. 1. PROVIDE LIGHTING PANELS AS INDICATED ON MAINTAIN AND PROVIDE, ON REQUEST, COMPLETE UP-TO-DATE RECORD 81.20.1, SOLDER ENDS TO ANSI 816.18, SOLID WEDGE 0 THE PLANS AND AS SPECIFIED HEREIN. ALL PANELS SHALL BE ORA MNGS. N DISC, GLAND PACKED WITH NON-ASBESTOS PACKING AND 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK DEAD FRONT, CIRCUIT BREAKER TYPE. 1.2 GUARANTEE MALLEABLE IRON HANOWHEEL 4 MIH THAT OF OTHER TRADES 50 AS TO AVOID INTERFERENCE AND SHALL BEAR THE U.1- LABEL A5 MU AS MEET ALL w 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL APPLICABLE NEMA REQUIREMENTS GUARANTEE FOR ONE YEAR AFTER OWNER ACCEPTANCE ALL MATERIALS, J. CA TE VALVES TAA AND ONE-HALF INCHES(2--112")ANp cc: EQUIPMENT AND WORKMANSHIP, REPAIR, REPLACE OR ALTER SYSTEMS LAYOUT OF ELECTRICAL SYSTEMS. FIELD VERIFICATIONS OF 2. UNLESS 07HERW15E NOTED, TOP OF PANELS SHALL 8E MOUNTED LARGER: NRS, MSS SP-70; CLASS 125 125 SWF 200 CWP). cn DIMENSIONS IS DIRECTED, FOUND DEFECTIVE RESTORE WORK DISTURBED WHICH IS GUARANTEED ( / ) w 6'-0"AFF. UNDER CONTRACT. BODY AND BONNET OF ASTM A126 CLASS B CAST It Ift 6. SECURE PERMITS AND INSPECTIONS REQUIRED BY STATE AND r IRON, ASTM 8-16 BRASS STERN AND ASTM B-62 BRONZE J ALL PANELS SHALL HAVE TYPEWRITTEN CIRCUIT DIRECTORIES 1.J CERTIFICATES AND INSPEC77ONS SEAT AND DISC FACE. FLANGED ENDS TO ANSI 816.1. Of' � F LOCAL LAWS AND ORDINANCES MOUNTED INSIDE DOOR. NON-ASBESTOS PACKING. Z UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER4. PANELS SHALL BE SUITABLE FOR 774E SERVICE RATING AND THE OBTAIN AND PAY FOR ALL REQUIRED INSTALLA77ON INSPEC7iONS AND CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM A.T.C. RA77NG INDICATED ON THE PANEL SCHEDULES DELIVER CERTIFICATES APPROVING INSTALLATION TO THE OWNER. C. DISSIMILAR METALS a AUTHORITIES HAVING A)RISDICTION. 5. ALL BREAKERS SHALL 8E FULL SPACE, INDIVIDUAL FRAME 1.4 U770a SERVICE INSTALL APPROVED DIELECTRIC UNIONS BETWEEN ALL CONNECTIONS a & ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE(1) TYPE NO PIGGYBACK"OR TANDEM BREAKERS WILL BE DETERMINE UTILITY REQUIREMENTS INCLUDING TEMPORARY, AND OF pL55/M1LAR MAiELS YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. PERMITTED. INCLUDE ALL COSTS 2.4 CAR WASH CHASE WAY, DRAINS AND SUPPLY LINES t) 8. RACEWAYS 1.5 SHOP DRAWINGS 2 E. SAFETY SWITCHES A. RECLAMATION DRAINAGE PIPE SECTION ONES AND OZONE TREATMENT SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT AND SYSTEMS LINES AND FITTINGS vi 1. ALL WRING SHALL BE INSTALLED IN APPROVED RACEWAYS i. SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE, FUSIBLE +r1 OR NON-FUSIBLE WITH POLES, AMPERE AND SERVICE RATINGS 1.6 EQUIPMENT ACCESS I. (IF PERMITTED BY LOCAL OR APPLICABLE COPES)ALL RECLAIM UNLESS OTHERWISE iNO1CAIED AS INDICATED ON THE PLANS LUGS SHALL BE UL. LISTED a FOR CU.-AL INSTALL ALL WORK TO PERMIT ACCESS TO EQUIPMENT FOR DRAINAGE LINES, SUCTION LINES OZONE TREATMENT LINES ANO RELATED a 2 MINIMUM CONDUIT SIZE SHALL 8E 1/2" TRADE SIZE MAINTENANCE FITTINGS SHALL BE SCHEDULE-80 POLYVINYL CHLORIDE(PVC)PIPING * USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS 70 2. ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA 1, EXCEPT CONFORMING TO ASTM D-1785--63. VIBRATING EQUIPMENT SUCH AS MOTORS AND TRANSFORMERS FOR SWITCHES MARKED "WP"(WEATHERPROOF)SHALL BE NEMA 1.7 CUTTING AND PATCHING w 2 MECHANICAL ENGINEER TO VERIFY LOCAL OR APPLICABLE CODES AND SPECIFY LIQUID-TIGHT FLEXIBLE CONDUIT SHALL BE USED IN DAMP ANDALTERNATE MATERIAL IF PVC IS NOT PERMITTED. to WET LOCATIONS, FLEXIBLE CORDS SHALL BE USED WHERE ALL NECESSSASARNC AND PATCHING lS RY MATERIALS REQUIRED, THIS CONTRACTOR INCLUDING , UNLESS OTIIERWi5F NOTED. _ CA11£Q FOR ON THE PLANS, 1.8 HOUSEKEEPING AND CLEANUP 25 PNEUMATIC LINES o 4. EXPOSED COWOUIIS SHALL BE RUN PARALLEL TO BUILDING PERIODICALLY REMOVE WASTE MATERIALS AND LEAVE AREAS OF WORK A. PNEUMATIC SUPPLY LINES LINES BROOM CLEAN. 1. ALL PNEUMATIC SUPPLY LINES SHALL BE TYPE-K COPPER TUBE MIH WROUGHT S DO NOT INSTALL CONDUITS LARGER THAN i/J THE SLAB20 PLUMBING SYSTEMS COPPER OR BRONZE SWEAT FITTINGS ABOVE GRADE NO FIT77NGS SHALL BE THICKNESS IN CONCRETE SLABS ALLOWED BELOW GRADE 6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL 2.1 PROMIBI7FD LOCATIONS Z ALL PNEUMATIC SUPPLY LINES BELOW GRACE 91ALL BE ENCASED IN PENE7ITATIONS THROUGH FIRE RATED FLOORS AND WALLS TO WATER CARRYING PIPE SHALL NOT BE INSTALLED OVER SWITCH GEAR OR SCHEDULE-40 CHASEWAYS. PREVENT 174E PASSAGE OF SMOKE, FIRE, TOXIC GAS OR WATER ELECTRICAL EQUIPMENT. THROUGH THE PENETRATION EITHER BEFORE, DURING, OR AFTER 26 HYDRAULIC HOSE A FIRE, AS REQUIRED BY ARRCLE JOO-21 OF THE N.E.C. 12 P.B.Q.MII J'E CHA E5 A. ff.&AND FITTINGS Z PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE JOG A PIPE AND FlTANCS 1. ALL HYDRAULIC HOSE SHALL BE SAE-10OR7 BY SYNFLEX OF THE N.EC (OR APPROVED EQUAL) a PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS CROSSING 1. ABOVE AND BELOW CRADE.• SCHEDULE-40 PVC DWV H 2000 PSi WORKING PRESSURE; 10.000 PSI BURST PRESSURE. STRUCTURAL EXPANSION JOINTS CONFORMINO TO ASTM 02665-82 2J WATER OIS7RIBUTIDN E ALL HYDRAULIC SUPPLY LINES BELOW GRADE SHALL BE ENCASED IN SCHEDULE-40 PVC CNA5EWAYS A. M AND FITDNGS 27 PRESSURE TEST COPPER TUBE TYPE-K, BELOW GROUND. TYPE-L, ABOVE LEAVE UNCOVERED AND UNCONCEALED ALL WATER DISTRIBUTION PIPING GROUND, WROUGHT COPPER OR BRONZE SWEAT FITRNGS WITH UNTIL IT HAS TESTED AND APPROVED. EXPOSE ALL SUCH WORK LEAD FREE SOLDER. FOR TESTING THAT HAS BEEN COVERED OR CONCEALED BEFORE IT HAS COPPER PIPING SHALL NOT COME IN CONTACT W/7H CONCRETE. BEEN TESTED AND APPROVED. PROVIDE INSULATING MATERIAL BETWEEN THE PIPE AND Jr CONCRETE AT ALL REQUIRED LOCATIONS CAP AND SUBJECT THE PIPING SYSTEM TO A STARC WATER PRESSURE r OF 150 PSIG WITHOUT EXCEEDING THE PRESSURE RA17NG OF THE r PIPING SYSTEM MATERIALS ISOLATED THE TEST SOURCE AND ALLOW y TO STAND FOR A PERIOD OF FOUR HOURS LEAKS AND LOSS 1N TEST PRESSURE CONSTITUTE DEFECTS WHICH MUST BE REPAIRED. REPAIR ALL LEAKS AND DEFECTS USING NEW MATERIAL AND RETEST SYSTEM OR PORTION THEREOF UN71L SATISFACTORY RESULTS ARE OBTAINED. wa 7ES77NC REQUIREMENTS ARE MINIMUM AND ARE NOT INTENDED TO BE LIM177NG WHERE AD0177ONAL TESTING METHODS ARE REQUIRED BY THE 0 AUTHORITY HAVING JURISDICTION. 0 z 0 � CONFIQENTIAL WARNING: BREEZES ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF F--1 SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILOINO CODES IS THE THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS cP — o i o 8 4-A A 2 3 - EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, A THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY'S FURNISHED EQUIPMENT UNLESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. -- e,c.cc PCCCO Tn nTWrP UAMllPAPTIIaCaC is AMY cna Tuna cnwPUcuT acninarurNTS ALL RIGHTS RESERVED. SCAT F' h I DRAIN AND CHASEWAY PIPES MAY BE LOCATED ER SIDE OF CONVEYOR PIT 7 WF"DRAWING5 FOR APROXIMATE LOCA710NS) CW5 --__-'4i0 TYP_PVC PIPE FOR CHASE WAYS--_ 4 TIP, PVC PIPE CHASE 64' ----------- -------------- ~ -___-- _-�------------------- -- b r 112' ---'�, r- --_--i�,r -ffvufyEDGE OF SLAB �`\ EDGE OF SLAB , \ co cl) 2'-2 1/2 7n 6- � NOTE: CONVEYOR, DAM AND LEVEL AREA °a•I `� `� MAY VARY WITH EQUIPMENT PACKAGE CONSULT WITH INSTALLER FDR EXACT 1 3 7c �`_t'36_N' _ ' 4' 6" ti LOCAI7ONS. CWS CWS \ �`'` Cp O / oil Xw Lu 0 z BOTTOM OF TRENCH BOTTOM OF TRENCH SLOPE r. ° Q IN _I �� SLOPE SLOPE LEVEL LEVEL I �., E C CENTER 0 CARWASH EQUIPMENT - -—-----J- -—-—- - - - CENTER OF CARWASH EQUIPMENT—- I I ~ 0 CWS " c$/ `� (OP71ONAL) h CONVEYOR 6" TTP. TRENCH DRAIN 6 w Ux7 0 CWS LEVELING PIPE � CWp DETAIL DWG O / � I _ -EDGE OF SLAB =�� F EDGE OF SLAB EDGE OF SLAB ----- --------------- _ ______-----------_-____-___�_------------------------ --------___�_�__- ------------------------------------- co ,»,» _______________ N TRENCH PLAN VIEW I rl -----_—__.. J-_—_—_--- .—_—_—-—-—- ----- —_—_—_—_—_—_—_---- - - N I 3"PVC DRAIN FROM Q CORRELA TOR PIT TO q� w CONVEYOR PIT. O ~ a RECLAIM WATERT RINSE WATER 4 CWS C O OUTSIDE FACE OF 3 16'APROX. LEVEL AREA M v CARWASH BUILOINC� CW5 6 OUTSIDE FACE OF M ENTRANCE C E CARWASH BUILDING _3 -� EXIT d v PROVIDE 20'-0" + [J LONG CONTRETE EXIT SLAB. SEE M f•. f W d STRUCT NOTE "5' ON aRAw1Nc(CWS) DIMENSION LEGEND � � S THE ELEVA77ON OF THE LEVEL AREA PROVIDE 20'-0' o B TAG DESCRIPTION DIMENSION OF CONVEYOR PIT SHALL BE DETERMINED LONG CONTRE7E z NOTE. CORRELATOR PIT BY THE ARCH/ENGINEER OR RECORD. EXIT SLAB. SEE CWS O TRENCH CONVEYOR PIT 91'-6' WHEN POSSIBLE, THE ELEVATION SHALL BE SET STRUCT NOTE "5" THE INSIDE DIMENSIONS SHOWN, 2'-2 1/2'X 6'-1"ARE THE FINISHED DIMENSIONS LENGTH SO THAT 1Fl£DRAIN PIPES SLOPE A MIN. OF ON DRAW1NG (CWS) 17I [} OF THE CORRELATOR. O DAM LOCA DON ENTRANCE 46'--4" 1/8'PER FT. FROM THE TRENCH TO THE r-I EDGE OF CONVEYOR PIT RECLAMATION TANK OR TANKS AND THE CITY SEWER. x O7RENCH PIT OUTSIDE 12'--2" IF POS177VE DRAINAGE IS NOT POSSIBLE THEN A W F: ,n BUILDING (ENTRANCE) MECHANICAL PUMP STATION MUST BE DESIGNED. z Q z OTRENCH PIT OUTSIDE 0'-0" BUILDING EXIT D CONVEYOR SHELF DEPTH H a OFRONT W-PULL.=21-3/4" 19.75" a a REAR-W-PUSH.=19-3/4' r Z CENTERLINE OF EQUIPMENT 9'-0' uj O TO DRIVERS SIDE WALL, CIr TRENCH ELEVATION VIEW OCENTERLINE OF EQUIPMENT9'-0" i p_ q W W >z- TO TO PASSENGER SIDE WALL. 1 U 1 p W in DISCLAIMER CONFIDENTIAL WARNING: C 1 1 T- S C- .� 8 -A-A2 3 BREEZES ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET CONTAINS AND CONSTITUTES CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS 0 � O SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, U U N EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE NOTED. OTED DRAWINGS REFER LTOTOTHERI MANUFACTURERS,I,F ANY,FOR EQUIPMENT REQUIREMENTS.HERWISE ALL RIGHTS RESERVED. SCALE. 114"=1'-0 O STRUt TURAI. NATE& 4 3'X 3"X 1/4"ANGLE WI7FI CENTER OF EQUIPMENT 3"X 1/4"RECESS 1/2"DIA. 6'LONG ANCHOR I. OESICN: Dimensions and tolerance shown arerequired far 7' — 3•-5" FOR CORRELATOR BOLT 0 160.C. (BY CONTRACTOR) proper installation of car wash equipment. Structure shown ——— 4ERT. FACE OF CONVEYOR LIP 1s wggested construction, The Architect and/orEngineer of CENTER OF CO VEYOR— \ d record shall verify that the structure shown is oppr data SHELF AND ADJ. TRENCH for this particular pro)ect and shall altx�modlry da�gn as 2 z 8" WALL SHALL BE STRAIGHT required to satisfy the requirements of a pro L a CWS de VERT. AND SHALL NOT 114' q Z SCIL: Design shown oeeumaa that the eon conditions at the 5 9" VARY BY MORE THAN: (1/8) IN (10 FT.) •4• O ,C slip are satisfactory and how adequate bearing capacity for OVER THE ENTIRE LENGTH. a n • RECESS ENTIRE PER/METER m the loads to be Imposed, with minimal differential settlement CWS OF CORRELA TOR of the trench, slab, and car wash structures. If It le found CONC SLAB 9" -e • that the sag on the alas contains organics. and can not be BY OTHERS _ 4 �U sufficientlycompacted or has other deleterious properties, i '�� 4 , I KEY,lolNr 4 the trench shall be redesigned for support on o piling SLOPE / M1•w % � SLOPE 116:1• foundation. The Architect and/or Engineer of record shall I J6.• J• / t EL£V 01 01 I t 0� verify the son condillans at the site. L. I EDGE OF TRENCH SHALL, I a 4 + Z q q 3. CONVEYOR TRENCH CONSTRUCTION: Excavate trend, to a point at t � y t.•_ y I BE FLAT do LEVEL AND o i I o 4. 4' 41 . Q U or)Jet blow the bottom of trench slob shown. Slope 4 •• + excavation to match slope of trench. Compact man under . 4 ti SHALL NOT VARY BY 4 4 • d trench n accordance with son En Inear's recommendation. MORE THAN (F�) (1/6) IN. d • S 4J Lel Form and pour!ranch bottom slab so that ng placement of /\ \�/\�/\�/\ • I (10 FT) OVER THE ENTIRE 4 • � /� • o � Lyn Z vert.reinI the plocement of block so that vert. is an Is \ \/ I • cantered In the block tolls. Lay block and fill cells and tie QQ 4 E PERIMETER OF THE 4 7 ° d columns with concrete to a point est below the dab over pour 6 O I TRENCH • shown. Attar adequate curing lima, bock fill and compact �-to k SEAR /� 2 dean moll behind trench walls In accordance with sone �` I + Engineer's direction. Complete trench by forming and pouring 4 d 4 TOP OF CONY SHELF d \ \ 40 conveyor shelf, coardator pit bottom, and surrounding slob. LU O.i _ I -7---1 r— 1 VW J 4. SLAB FINISHES: Nla I car wash vehicular slobs shall be finished InN / ��j/�� HALL BE FLAT& 0 0 \�j��j/ � p with rough non—skid surface(Broom Finish), Brush linea In EVEL AND SHALL NOT / �, DETAIL _. Uthe finish shall be pareld to the direction of stupe. ARY BY MORE THAN:(I/6) 4 O (10') OVER THE ENTIRE 4 //// 4 S. APPROACH k EAT SLABS: Concrete approach and CORRELATOR LIP ANGLE It slabs q + CWS extending a minimum of 20 feet from either and of the trench ¢ �\ N�THj////////j •+ /�\ \/ are required. These slobs hall be aligned with d level �! � • // � • SCALE. 1-1/2"=1'-0" along the direction of travel throwyh the car wash. Slight 14 ® 16 O.C. C!] e doping of the slabs perpendicular to the direction of travel Oil BOTTOM OF SHELF a d to allow drainage Is acceptable. • d + + �• � N 8. CONCRETE STRENGTH: Ali concrete shall be normol weight unless 4 4 3 noted othsrwlaed anon attain a 28 day compressive strength I 4• 4 •+ a ar re - 3Goo psi 4 CONVEYOR GUIDERAIL •"'� 7. MIXES: All concrale mixoa shall be designed by the supplier to meet the requirements sat forth heroin. 3"XI/4" CON77N000S STEEL W a 1•-8" PLATE WITH 1 2 DIA. X 6"LONG x L 8. SLUMP: Unless noted or approved otherwise, the maximum slump STANDARD ACI / allowable for concrets shall be four(4)Inches. If higher HOOK 7YP. ANCHOR BOLTS ® 16 O.C. slumpIs daalr.d to Increase workability, the Contractor (BY CONTRACTOR) should con set with the canastasupper about using a 44 ® 16 MID. DEPTH 1 SECTION THRU TRENCH concrete oddilive that win Increase dump without Increasing the water cement ratio of the concrete. The Contractor shall CWS 2 1/2"X 2 1/2"X 1/4"ANGLE K17H vert( that m concrete additives shall not hove an 5 4 CONT. SCALE: 3/4'-1•—O' y r fr 12"O X 4'ANCHORS ®2•-O"MAX. n datrimantol effects on embedded Item.• finishes Ind catad on the plana or Ilkaly future find has BY CONTRACTOR) FOR GAL V. m BAR GRATE CONVEYOR LEG 9. VIBRATION: All met In pldea cmaele shall be consolidated by means of mechanical vibrators. The Contractor shed use I-1/2'X 1-1/2"X 1/4 ANGLE ANGLE FACTORY N property trained parsannd to assure that the concrete to not (BY CONTRACTOR) WELDED TO LEG Ks over or under vibrated,resulting In over ar under O consolidation of the concrete. 09 10. FINISHING: Flni*hiny of concrete *hall be In aacordmce with 2-1/2"X 2-1/2"X 1/4"L 1-1/4"BAR GRATE ACI 301 (Latest Edltlon). W17H 1/2"DIA. 6"LONG ANCHOR `COVER GALVANIZED J / w 11. CURING: Beginning Immedlatdy after placement, concrete shall BOLT® 16-O.C. (BY CONTRACTOR) (BY CONTRACTOR) be protected from premature drying, excessively hot or cold o o p Q temperaturaa, and mechanical In)ury, and shell be maintained Ith minimal moisturelossat o relatively constant 'a temperature for the period necessary far hydration cf the 4)SCALE: DETAIL cement and hardening of the cmaetc The malarlala and _ N method.of curing shell conform to ACI 301. i 1--1/2"-l•-0' 12. REINFORCING STEEL STRENGTH: All conventional reinforcing steel sholl have a minimum yield strength of 80,000 pmt and -•� , sholl conform to ASTM daslgnatIm A-815 Grade do, 13, STRENGTH OF MASONRY UNITS: All hallow concrete masonry unit. C BAR GRATE DETAIL ^ shall be grade N-1 normal weight units that conform to the W d Standard Specifications for Hallow Load Bearing Concrete SCALE.• 3/4"-1•-0' Masonry Unite"ASTM C-90(Latest Edition) The minimum 3/B"X 3-3/4' CONC. ANCHORS g 0 compreaalve strength of the hollow conaalemasonry units at 6"PVC ELBOW(REMOVABLE) 1-1/2'X 1-1/2"X 1/4'ANGLE Q 28 days shot] be 2500 pal (not area)with a minium compressive F atrongth of the masonry assembly em w 1$00 P.I. • 2•_4' 3' TO TOP 1/2"X 1-1/2"BOLTS yy /i SHELF 14. MORTAR: All masonry shillOF CONVEYOR be laid with full mortar coverage 6 � O the face shells and webs d full end)Dints using type M CWS 3/4"MARINE PLYWOOD F or S mortar. All mortar used In the hollow concrete masonry 8" unit wails shall conform to ASTM 270(Latest Edition). I 15. CONCRETE GROUT: All filled calla of masonry units shall be •• M I 2•-4' q O Bleed with concrete grow!haNnq a minimum compresalve '•6•., I strength of 2000 eel and o maximum dump of 9•. "] I to ,• IIr. r 2 18. BLOCK PLACEMENT: All calls to be filled with concrete'hull •• I DESIGN VAR/ES BARRIER SIDE t be as straight as possible. The block should not be staggeredoc - > LO LO so as to constrict the flow of concrete In my way. This ve •s 7 .hall be done by strategically placing places of blk 1 ^ rlica]Iy between filled calls In non modular sections of WITH DES-y _ OI5TAD wall and above and below non modular masonry opwinga. ---- ---_ • a• I Q U 17. STRUCNRAL STEEL SHAPES All structure sled hat rolled � � z shapes and plates shall be ASTM A36 with a minimum yield •• I 6"CONC. stress of 38 k.i. All sled shall conform to RISC Standards 4•• t--� ILd n Ll 4 and SpocIR atlms for the Design,Fabrication, and Erectim •'• • SIDE VIEW I TOP VIEW �✓�y u' n of Structure Steel. F+-1 C,l a 18. BOLTS: All beta shill con/arm to'Spaclflcotlan. for Low Ld Carbon Steal Externally and Internally Threaded Standard CUT INTO CONC. TO 6 E'"t w Fastener:ASTM A307 or'High Strength Bolts for Structure r-5' TRENCH DAM SECTION W Stall Loints•Including Suitable Nuts and Plain Hardened ALLOW PVC ELBOW CW5 Washer,;ASTM A325. REMOVAL SCALE: 3/4"=1•-0" `f lin TRENCH DRAINAGE PIPE o SCALE: j14'-I•-O' lin •C,ONFIDENTIAL WARNING: ( U ALTHOUGHR� $BUILGINC CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF CWS -S C - 1 - 018 8 4-�A 2 3 BREEZES W SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THE THIS SHEET CONTAINS AND INC. ANY UN CONFIDENTIAL INFORMATION,IMAGES AND TRADE SECRETS N EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND OR ARCHITECT AHD ENGINEER. IS SONNY'S ENTERPRISES NC. ANY IS THE EXCLUSIVE USE R DISCLOSURE N ANY OR PORTION THEREOF, THESE DRAWINGS REFLECT REQUIREMENTS FOR UNLESS OTHERWISE IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. O NOTED.PLEASE REFER TO OTHER MANUFACTURERS,IF ANY,FOR THEIR EQUIPMENT REQUIREMENTS. ALL RIGHTS RESERVED. SCALE: AS SHOWN a Y m � Q � co Co Z D ca d LLJ Lu LLJ cQ U q U I � � E I O v wlco0 a �.1 3 W� F I � x 1 I1 CONVEYOR SECTION JC"'4 CWS tl r-------------------- ___- __ - __ - �O 4' 8TO EQUIPMENT 11 /ROOM 1 1/4" 3 .. BAR G4ATE(BY CONTR.) 2,_g,(DO NOT ORDER UNTI CONVEYOR IS I TO EQUIPMENT C' SET AND ANCHORED �lV POSITION) I ROOM M 1 9„ 9„ M CHASEWAY /\\ • •.\\ 4 ' i I _ ' o \ • •j 1 1 I o U 1/8'SLOPE OF 4"PVC PIPE \ \/\ \/ CHASEWAY F 1/8"SLOPE OF 4"PVC PIPE ti /� I s 1 EARTH i W •� Lo I Z L------------------------------------------------------------- I �D ,n Z � SECTION THRU TUNNEL cws x 4 SCALE: 112"--I'-O" � w z Lu ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF O EXCLUSIVESITE RESPONSIBILITY NGSREFLECT OFFIC CONDITIONS DTHE MCUSTOMER AND/OR ARCHITECT AND ENG NEERPLIANCE WITH FEDERAL,STATE AND LOCAL �LDING CODES IS THE OF SONNY'S ENTERPRISES INC. ANY UNAUTHORIZED USE OR DISCLOSURE OF ANY OR PORTION THEREOF, C-WS-SC- 02 - 01084—A23 1 1 � � THIS SHEET CONTAINS AND HIS WORK 15 CONFIDENTIAL INFORMATION IMAGES AND TRADE SECRETS S;ASSHOWN C-- 0 2 — o i o 8 4--A�3 BREEZES THESE DRAWINGS REFLECT REQUIREMENTS T R RS,IF S Y,FOR THE RQ UNLESS IREME OTHERWISE IS STRICTLY RESERVED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. W Q NOTED.PLEASE REFER TO OTHER MANUFACTURERS,IF ANY,FOR THEIR EQUIPMENT REQUIREMENTS. ALL RIGHTS RESERVED. � N SCALE' Z q m q � aw � w II—LINE OF BUILDING WALL BEYOND cm LINE OF ` CURB BEYOND U 4 CWS d 3"P.V.C. DRAIN c cn 6"X 6" 410 W.W.M. � _ 6"X 6" /loM. �r �" N CORRELA TOR o v o o a 0 0 0 0 v o 0 ; \ ,, 6 coom CAR17. / M 04 ,44 0 16 MID. DEPTH w r J REBARS 0 12" O.C. O a rn STANDARD ACI (1 HOOK TYP. a /4 ® 16 MID. DEPTH W rMi 5 14 CONT. SHALLOW TRENCH o cws SECTION THRU TRENCH/CORRELATOR SCALE: a C o. f � x ---— - W o z 1�\ O � s �D N W CL x a Lu W H Z W Q 2 DJSCLAIMER CONFIDENTIAL WARNING: U ALTHOUGH BUILDING CODES HAVE BEEN CONSIDERED IN DEVELOPING THIS DRAWING,VERIFICATION OF THIS SHEET ENTERPRISESINC. ANY UNAUTHORIZED USE DISCLOSURE OSURE OF ANY ORRPOR7 DN THEREOF. CWS -SC - 03 - 01084-A23 BREEZES w SITE SPECIFIC CONDITIONS AND COMPLIANCE WITH FEDERAL,STATE AND LOCAL BUILDING CODES IS THEOF N EXCLUSIVE RESPONSIBILITY OF THE CUSTOMER AND/OR ARCHITECT AND ENGINEER. IS STRICTLY PROHIBITED. THIS WORK IS THE EXCLUSIVE PROPERTY OF SONNY'S ENTERPRISES INC. THESE DRAWINGS REFLECT REQUIREMENTS FOR SONNY-5 FURNISHED EQUIPMENT ONLY UNLESS OTHERWISE ALL RIGHTS RESERVED, SCALE: AS SHOWN NOTED.PLEASE REFER TO OTHER MANUFACTURERS,IF ANY,FOR THEIR EQUIPMENT REQUIREMENTS. _. I i { i o � f r � /"",�"` .�..,-..,_r �/� ..Yr,."....r r ,�_.1rr^^"K..�'��''C'"'r�'�.�..w��'r,L.�,.". �.y-��„r�..�f,.�.�.�.....y��_.�.��'."v^'.-•�.�..----s�...Y-.-.�.�.� �\Y��L � ! � _ c 6 AT zk -Ilk 777Y 71T t � { W i 1 r 1 c), 1 a