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Home My WebLink About2500 E Airport Blvd 05-1141, 05-1145, 05-198,1 05-1980 New construction Vanguard Car RentalZ G N L L E G E N D ZONE 1 TAMPER SWITCHES AT B.F.P. ZONE 2 SMOKE DETECTOR IN MECHANICAL ROOM — ADMIN BLDG ZONE 3 DUCT DETECTOR IN MECHANICAL ROOM — ADMIN BLDG ZONE 4 SMOKE DETECTORS IN CUSTOMER LOBBY — ADMIN BLDG ZONE 5 PULL STATIONS IN CUSTOMER LOBBY AREA — ADMIN BLDG ZONE 6 SMOKE DETECTORS IN OFFICE AREA — ADMIN BLDG ZONE 7 PULL STATION AT EAST ENTRANCE OF ADMIN BLDG ZONE 8 DUCT DETECTOR IN MAINTENANCE BUILDING ZONE 9 PULL STATION IN MAINTENANCE BUILDING ZONE 10 SMOKE DETECTOR IN MAINTENANCE BUILDING ZONE 11 SPARE ZONE 12 SPARE ZONE ZONE 13 14 ( SPARE SPARE ZONE 15 SPARE ZONE 16 SPARE '?FC P i9 "RPS" I I „BC,l DOITPIPE CONDUIT INTO TPART OF BACK BOX. INSTALLATION- TA P & RPS PANELS- N. T. S. - PLASTIC GROMMET NCYF: WHEN STUB—UWS ARE PROVIDED ONLY. CEILING NOTE: 80" A.F.F. OR 6" BELOW CEILING WHICHEVER IS LOWER. FIRE ALARM HORN/STRODE I N S TA L LAT I O N D E TA I L MANUAL STATION AND HORN/STROBE N.T.S. THE APPLICABLE STANDARD' FO _THIS PROJECT ARE: 2001 FLORIDA BUILDING CODE 2002 NATIONAL ELECTRICAL CODE 2004 'FLORIDA FIRE PREVENTION CODE 2003 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2003 NFPA 1 WITH FLORIDA AMENDMENTS 2002 NFPA 13 2002 NFPA 72 N1 N.T.S. - HORNSTROBES / STROBES IN ADMIN. BLDG HORNSTROBE IN MAINTENANCE BLDG. t__< a-.,$F , IE I'M S'S"'M t__` v I -RE ALAY-V S H E E T L E G E N D SHEET 1 TITLE SHEET - LEGENDS NOTES SHEET 2 FIRE ALARM FLOOR PLAN - ADMIN & MAINTENANCE DEVICE LABEL LEGEND STROBE ONLY -®®=s.-_�s CANDELA RATING i XXXCD �'o� PANEL NUMBER NX-XX-XX -DEVICE NUMBER -",-CIRCUIT NUMBER HORN/STROBE CANDELA RATING XXXCD PANEL NUMBER Dgd'\<NX-XX-XX DEVICE NUMBER wp CIRCUIT NUMBER WEATHER PROOF CIRCUIT ORIGIN PANEL NAME NX-XX-�XX N = FROM " PSry" GENERAL NOTESD 1. ALL WIRING MUST CONFORM WITH NEC ARTICLE 760 AND LOCAL CODES. ALL EQUIPMENT SHALL BE UL LISTED. ALL DEVICES SHALL BE COMPATIBLE WITH THE CONTROL PANELS. 2. ALL INSTALLATION MATERIAL SUCH AS CONDUIT FITTINGS, BOXES, HANGERS ETC. ARE NOT SUPPLIED BY ALERT SECURITY INC. 3, ALL INITIATING AND INDICATING CIRCUITS MUST BE SUPERVISED. 4. CIRCUIT POLARITY MUST BE OBSERVED. 5. WIRE RUNS ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED-liN THE FIELD, BUT SHALL CONFORM WITH BASIC LAYOUT AS SHOWN ON DRAWINGS TO PREVENT CIRCUIT OVERLOAD. 6. MINIMUM CONDUIT SIZE WILL BE 3/4". CONDUIT SHALL BE NO MORE THAN 40% FILLED. 7. DO NOT MARK ID NUMBERS ON DEVICES. LABEL BASE ONLY. B. FAN SHUTDOWN RELAYS MUST BE LOCATED WITHIN 3' OF STARTER COIL PER NFPA 72. 9. THE FIRE ALARM CONTROL PANEL SHALL NOT BE USED TO POWER ANY UNAUTHORIZED EXTERNAL DEVICE. 10. DAMPER MOTOR AND FAN SHUTDOWN (IF ANY) ARE TO BE COORDINATED IN FIELD WITH HVAC CONTRACTOR. 11. ALL SURGE/TRANSIENT SUPPRESSORS MUST BE CONNECTED TO APPROVED BLDG. GROUND. 12. 120 VAC POWER REQUIREMENTS FOR FIRE ALARM CONTROL PANEL AND FIRE ALARM SYSTEM RELATED EQUIPMENT OR DEVICES USED IN THIS PROJECT IS NOT THE RESPONSIBILITY OF ALERT SECURITY INC. 13. DO NOT APPLY 120 VAC POWER TO"-ONTOL. PANEL UNTIL AN ALERT SECURITY INC. SERVICE TE CNICIAN HAS INSPECTED ALL SYSTEM WIRING CONNECTIONS AND HAS APPROVED THE SYSTEM TO BE TURNED ON. 4 Sanfor °, �... MAR 1 A �{. I i OF 5 A"h_, "SOME SYMBOLS MAY S Y M B 0 L L E G E N D NOT BE USED ON ALL DRAWINGS" SYMBOL DESCRIPTION PART NUMBER OUTLET BOX COLOR: WHITE �.,� °' HORN ONLY WALL MT. 80" A.F.F. TO BOTTOM G1-P 4" SQUARE yr/SINGLE GANG RING NON TEMPORAL HORN ONLY COLOR: WHITE WALL MT. 80" A.F.F. TO BOTTOM 01 R-HD 4" SQUARE w/SINGLE GANG RING TEMPORAL COLOR: RED STROBE SER VM E CANDELA `I'" SQUARE w/SINGLE GANG RING WALL MT. 80" A.F.F. TO BOTTOM STRODE COLOR RED CS405-7A WALL MT. 80" A.F.F. TO BOTTOM CD 15j75 EST 449 SERIES WP WEATHERPROOF C01OR: WHITE STROBE ONLY CEILING MOUNT GC—VM 4" SQUARE w/ 2 1/8" DEEP BOX C CD 15,30,75 & 95 SELECTABLE CANDELA STROBE ONLY HIGH OUT COLOR; WHITE ,NCH CD 95, 115, 150 & 177 GC—VMH 4" SQUARE va/ 2 1/8" DEEP BOX CEILING MOUNT SELECTABLE CANDELA - HORN —STROBE COLOR: RED G1 R=-HDVM WALL MT. 80" A.F.F. TO BOTTOM SELECTABLE CANDELA 4" SQUARE err/SINGLE GANG RING - HORN —STROBE COLOR: RED - 757-7A—T WALL MT. 80" A.F.F. TO BOTTOM CD 13/75 757mAyW6 WP WEATHERPROOF � HORN STROBE COLOR: WHITE GC- HDVM 4" SQUARE w/ 2 1/8" DEEP BOY. C CD 15,30,75 & 95 SELECTABLE CANDELA CEILING_ MOUNT COLOR: WHITE m HORN STROBE HiGF1 OUT C C-'�# DVM H CH CD 93, 115, 150 & 177 SELECTABLE ECTABLE CANDELA SQUARE w/ 2 1/8" DEEP BOX CEILING MOUNT SPEAKERONLY LY80"A.F.F. COLOR RED G4R—S7 4" SQUARE vv/ 2 1/8`" DEEP BOX w/ EXT RING TO BOTTOM COF: WHITE S SPEAKER ONLY CEILING MOUNT GC—S7 4" SQUARE w/ 2 1/8" DEEP BOX wj EXT RING C TAP 1/4w UNLESS NOTED S SPEAKER STROBE Can: RED G4R—S7VM 4" SQUARE wj 2 1/8" DEEP BOX w/ EXT RING WALL MT. 80'" A.F.F. TO BOTTOM SELECTABLE CANDELA COLOR: WHITE c SPEAKER STROBE TAP 1/4w UNLESS NOTED CC—S7VM. SELECTABLE CANDELA 4" SQUARE w/ 2 1/8" DEEP BOX w/ EXT RING C CEILING MOUNT CD 15,30,75 & 95 S COLOR: WHITE GC—S7VMH CH SPEAKER STROBE TA.P 1/4w UNLESS NOTED SELECTABLE CANDELA 4" SQUARE err/ 2 1/8" DEEP BOX w/ EXT RING CEILING MOUNT CD 95, 115, 150 & 177 - "SOME SYMBOLS MAY S Y M B 0 L L E G E_N D NOT BE USED ON ALL DRAWINGS" SYMBOL DESCRIPTION PART NUMBER OUTLET BOX FCP FIRE ALARM CONTROL PANEL (FCP) QSC-5-Gv 1 PROVIDED BY ALERT SECURITY SURFACE MOUNT F9 FIRE ALARM SYSTEM ANNUN. (F SA) - -m SURFACE MOUNT RPS REMOTE POWER SUPPLY 8PS10 PROVIDED BY ALERT SECURITY BC BATTERY CABINET BC-1 PROVIDED BY ALERT SECURITY FTC FIRE TERMINAL CABINET (FTC) 16x 16x6 BY OTHERS PROVIDED BY ELECTRICAL CONTRACTOR MANUAL STATION 2798-1110 4" SQUARE w/SINGLE GANG RING LB KEY LOCK BOX AS REQUIRED BY LOCAL AHJ SUFACE MOUNT\PROVIDED BY ALERT SECURITY END -OF -LINE DEVICE VALUE DETERMINED BY FACP PROVIDED BY ALERT SECURITY SPRINKLER WATER FLOW SWITCH PROVIDED BY OTHERS FLEX TO DEVICE FROM J-BOX SPRINKLER TAMPER SWITCH PROVIDED BY OTHERS FLEX TO DEVICE FROM ,Ja-BOX PHOTOELECTRIC SMOKE DETECTOR/BASE EC30U-3 4" SQUARE w/SINGLE GANG RING ELEVATOR SHUNT TRIP HEAT DETECTOR 291 B 4" SQUARE err/SINGLE GANG RING 120 VAC DETECTOR NOT CONNECTED TO BUILDING FIRE ALARM SYSTEM. LOCATE WITHIN 18" SPRINKLER HEAD. Q SHUNT TRIP HEAT DETECTOR 601 4" SQUARE w/SINGLE GANG RING 8 DUCT DETECTOR EC30DU-3 INSTALLED PER DIV. 15 REMOTE TEST STATION C-DTS 4" SQUARE w/SINGLE GANG RING WALL MT. 60" A.F.F. TO CENTER JUNCTION BOA BY OTHERS 4" SQUARE/COVER UNLESS NOTED MONITORING RELAY MODULE PAM-1 4 .SQUARE N/SINGLE GANG RING CR CONTROL RELAY MODULE PAM-1 4" SQUARE err/SINGLE GANG RING SP SURGE PROTECTION (DITEK) DTK-2LVLPF 4" SQUARE w/SINGLE GANG RING z 0 I CL CK u P. Qo Q0 CD �} o I r� c0 m < T OQ � c� co I` �i- '- 0 � L�J 0 0 o c o CAI SEAL: DRAWN: NICET KMR LEVEL 1 CHECKED: SRM ,C T3 DATE: 02/24/05 SCALE: NTS JOB NO. 03-1734 S HET 1 1 OF 2 SHEETS I I RISER DIAGRAM MAINT, BUILDING Scale: NTS SITE PLAN Scale: N.T.S. TO T.T.B. TO P.I. V. / B. F. P. Z3 1 1/ I I fA Z2,,�/ Z6 Z6 Z4 Z4 Z ff7 (5 Z5 p iff TO 120 VAC TO MAINT. BLDG RISER DIAGRAM ADMIN BUILDING Scale: NTS FIRE ALARM FLOOR PLAN ADMIN BUILDING 2550 E. AIRPORT BLVD, Scale: 1/8"44' UUILUINU FIRE ALARM FLOOR PLAN MAINTENANCE BLDG 2500 E_ , AIRPORT BLVD. I" CONDUIT Scale: 1/811=11-01) THE APPLICABLE STANDARDS. FOR THIS PROJECT ARE: 2001 FLORIDA BUILDING CODE 2002 NATIONAL ELECTRICAL CODE 2004 FLORIDA FIRE PREVENTION CODE 2003 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2003 NFPA I WITH FLORIDA AMENDMENTS 2002 NFPA13 2002 NFPA 72 P.LV. / B.F.P. FIELD VERIFY EXACT LOCATION 0 MAINTENANCE BUILDING 1" CONDUIT oo < Cn _E 0 U _j §i 0 G) CD 1_0 hi ry) CT) 00 Ld V) Cf c1d uM I-- 7:� C T CTJ 0 W-A Lj 0 0 k4- 0 SEAL: DRAWN: KMR LEVELNICET 1 CHECKED: SRM LEV'EL N' ff3 DATE: 02/24/05 SCALE: 1/8"= 1 ' - Olt JOB NO. 05-1734 SHEET 2 2 OF 2 SHEETS ZONE 1 7 a N E L E G E N D TAMPER SWITCHES AT B.F.P. ZONE 2 SMOKE DETECTOR IN MECHANICAL ROOM — ADMIN BLDG ZONE 3 DUCT DETECTOR IN MECHANICAL ROOM — ADMIN BLDG ZONE 4 SMOKE DETECTORS IN CUSTOMER LOBBY — ADMIN BLDG ZONE 5 PULL STATIONS IN CUSTOMER LOBBY AREA — ADMIN BLDG ZONE 6 SMOKE DETECTORS IN OFFICE AREA — ADMIN BLDG ZONE 7 PULL STATION AT EAST ENTRANCE OF ADMIN BLDG ZONE 8 DUCT DETECTOR IN MAINTENANCE BUILDING ZONE 9 PULL STATION IN MAINTENANCE BUILDING ZONE, ZONE ZONE 10 11 12 SMOKE DETECTOR IN MAINTENANCE BUILDING SPARE SPARE ZONE ZONE 13 14 SPARE SPARE ZONE 15 SPARE ZONE 16 SPARE vt7 5 V) ,.r CP" "RPS" „8 8„ TKO NOT PIPE CONDUIT „BC„ INTO THIS PART OF BACK BOX. «8 I TA T TuETAIL PANEL N.T.S. PLASTID GROMMET NQTE: WHEN STUB-UP'S ARE PROVIDED ONLY. CEILING - - --- ---- 6 NOTE: 80" A.F.F. OR F" BELOW CEILING WHICHEVER IS LOWER. eIRE ALARM HORN/STROBE INSTALLATION DETAIL MANUAL STATION AND HORN STROBE N.T.S. THE APPLICABLE STANDARDS FOR THIS PROJECT ARE: 2001 FLORIDA BUILDING CODE 2002 NATIONAL ELECTRICAL CODE 2004 FLORIDA FIRE PREVENTION CODE 2003 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2003 NFPA 1 WITH FLORIDA AMENDMENTS 2002 NFPA 13 2002 NFPA 72 HORNSTROBE S / STROBES IN ADMIN. BLDG HORNSTROBE IN MAINTENANCE BLDG. N 9' FCP & RPS - C. UT D N.T.S. - GE-- 'EM 1`E A-LARM FITV S H E E T L E G E N D .SHEET 1 TITLE SHEET — LEGENDS — NOTES SHEET 2 FIRE ALARM FLOOR PLAN — ADMIN & MAINTENANCE DEVICE LABEL LEGEND STROBE ONLY ,6— --CANDELA RATING XXXCD �,c)� PANEL NUMBER N X — X X XX DEVICE NUMBER \ CIRCUIT NUMBER HORN/STROBE CANDELA RATING XXXCD ,e------�-�----� -� PANEL NUMBER LO:]<rjX—XX—XXm--DEVICE NUMBER SUP �'——CIRCUIT NUMBER WEATHER PROOF CIRCUIT ORIGIN PANEL NAME NX—XX—XX N m FROM "RPSi" GENERAL NO1 ES 1. ALL WIRING MUST CONFORM WITH NEC ARTICLE 760 AND LOCAL CODES. ALL EQUIPMENT SMALL BE UL LISTED. ALL DEVICES SHALL BE COMPATIBLE WITH THE CONTROL PANELS. 2. ALL INSTALLATION MATERIAL SUCH AS CONDUIT FITTINGS, BOXES, HANGERS ETC. ARE NOT SUPPLIED BY ALERT SECURITY INC. 3.. ALL INITIATING AND INDICATING CIRCUITS MUST BE SUPERVISED. 4. CIRCUIT POLARITY MUST BE OBSERVED. 5. WIRE RUNS ARE SHOWN DIAGRAMMATICALLY, EXACT LOCATION OF ALL EQUIPMENT TO BE DETERMINED IN THE FIELD, BUT SHALL CONFORM WITH BASIC LAYOUT AS SHOWN ON DRAWINGS TO PREVENT CIRCUIT OVERLOAD. 6. MINIMUM CONDUIT SIZE WILL BE 3/4". CONDUIT SHALL BE NO MORE THAN 40% FILLED, 7. DO NOT MARK ID NUMBERS ON DEVICES. LABEL BASE ONLY. B. FAN SHUTDOWN RELAYS MUST BE LOCATED WITHIN 3' OF STARTER COIL PER NFPA 72. 9. THE FIRE ALARM CONTROL PANEL SHALL NOT BE USED TO POWER ANY UNAUTHORIZED EXTERNAL DEVICE. 10. DAMPER MOTOR AND FAN SHUTDOWN (IF ANY) ARE TO BE COORDINATED IN FIELD WITH HVAC CONTRACTOR. R 11. ALL SURGE /TRANSIENT SUPPRESSORS MUST BE CONNECTED TO APPROVED BLDG. GROUND. 12. 120 VAC POWER REQUIREMENTS FOR FIRE ALARM CONTROL PANEL AND FIRE ALARM SYSTEM RELATED EQUIPMENT OR DEVICES USED IN THIS PROJECT IS NOT THE RESPONSIBILITY OF ALERT SECURITY INC. 13. DO NOT APPLY 120 VAC POWER TO CONTROL PANEL UNTIL AN ALERT SECURITY INC. SERVICE TECNICIAN HAS INSPECTED ALL SYSTEM WIRING CONNECTIONS AND HAS APPROVED THE SYSTEM TO BE TURNED ON. �?l)- "I" MIT. P ;9 �11 1: r— jl&' g . fdw k By: r Date: t 9 F7 HA ED i� ° y OF S 1j "SOME SYMBOLS MAY S Y M B Q L L E G E N D NOT BE USED ON ALL DRAWINGS" SYMBOL DESCRIPTION PART NUMBER OUTLET BOX COLOR. WHITE HORN ONLY WALL MT. 80" A.F.F. TO BOTTOM G1-P 4" SQUARE av/SINGLE GANG RING NON TEMPORAL HORN ONLY ,04 LOR: WHITE M WALL MT. 80" A.F.F. TO BOTTOM G1R-HD 4" SQUARE w/SINGLE GANG RING TEMPORAL COLOR: RED STROBE G1 R-VM 'SELECTABLE CANDELA 4" SQUARE w/SINGLE GANG RING WALL MT. 80" A.F.F. TO BOTTOM STROBE COLOR: RED CS405-7A WALL MT. 80" A.F.F. TO BOTTOM CD 15/75 EST 449 SERIES WP WEATHERPROOF COLOR: WHITE STROBE ONLY CEILING MOUNT GC-VM 4" SQUARE w/ 2 1 /8'° DEEP BOX C CD 15,30,75 & 95 SELECTABLE CANDELA - COLOR; WHITE STROBE ONLY HIGH OUT CH CD 95, 115, 150 & 177 GC-VMH 4" SQUARE w/ 2 1/8" DEEP BOX CEILING MOUNT SELECTABLE CANDELA - COLOR: RED HORN -STROBE WALL MT. 80" A.F.F. TO BOTTOM G1R-HDVM SELECTABLE ECTABLE CANDELA 4" SQUARE w/SINGLE GANG RING - HORN -STROBE CQLIJR: RED 757®7A-T WALL MT. 80" A.F.F. TO BOTTOM CD 15/75 757-A-'018 WP WEATHERPROOF C�\ � HORN STROBE COLOR: WHITE GC--HDVM1 4" SQUARE ;r/ 2 1/8'° DEEP BOX C CD 15,30,75 & 95 SELECTABLE CANDELA CEILING MOUNT COLOR: WHITE HORN STROBE HIGH OUT GC-HDVMH CD 95, 115, 130 & 177 SELECTABLE CANDELACH 4" SQUARE w/ 2 1/8" DEEP BOX CEILING MOUNT all - SPEAKER ONLY CAR: RED G4R—S7 4" SQUARE w/ 2 1/8" DEEP BOX w/ EXT RING WALL MT. 80" A.F.F. TO BOTTOM Cam: WHITE SPEAKER ONLY CEILING MOUNT GC-- c-7 4" SQUARE w/ 2 1/8" DEEP BOX w/ EXT RING c TAP 1/4w UNLESS NOTED - S SPEAKER STROBE COLOR: RED G4R-S7VM SQUARE w/ 2 1/8° DEEP BOX w/ EXT RING WALL MT. 80" A.F.F. TO BOTTOM SELECTABLE CANDELA4„ - COLOR; WHITE S SPEAKER STROBE TAP 1/4w UNL ESS NOTED GC—S7VM,ELECTABLE CANDELA 4" SQUARE w/ 2 1/3" DEEP BOX w/ EXT RING C CEILING MOUNT CD 15,30,75 & 95 - NCH coLOR: WHITE GC—S7VMH SPEAKER STROBE TAP 1/4w UNLESS NOTED SELECTABLE CANDELA 4" SQUARE w/ 2 1/8" DEEP BOX w/ EXT RING CEILING MOUNT CD 95, 115, 150 & 177 j "SOME SYMBOLS MAY Y M B 0 L L E G E N D NOT BE USED ON ALL DRAWINGS" SYMBOL DESCRIPTION PART NUMBER OUTLET BOX FCP FIRE ALARM CONTROL PANEL (FCP) OSC-5-G--1 PROVIDED BY ALERT SECURITY SURFACE MOUNT FSA FIRE ALARM SYSTEM ANNUN. (FSA) ---- SURFACE MOUNT RPS REMOTE POWER SUPPLY 8PS10 PROVIDED BY ALERT SECURITY BC BATTERY CABINET BC-1 PROVIDED BY ALERT SECURITY FTC FIDE TERMINAL CABINET (FTC) 16x16x6 BY OTHERS PROVIDED BY ELECTRICAL CONTRACTOR MANUAL STATION 279B-1110 4" SQUARE w/SINGLE GANG RING LB KEY LOCK BOX AS REQUIRED BY LOCAL AHJ SUFACE MOUNT\PROVIDED BY ALERT SECURITY - v — END —OF —LINE DEVICE VALUE DETERMINED BY FACP PROVIDED BY ALERT SECURITY SPRINKLER WATER FLOW SWITCH PROVIDED BY OTHERS FLEX TO DEVICE FROM J—BOX SPRINKLER TAMPER SWITCH PROVIDED BY OTHERS FLEX TO DEVICE FROM J—BOX PHOTOELECTRIC SMOKE DETECTOR/BASE EC30U-3 4" SQUARE w/SINGLE GANG RING ELEVATOR SHUNT TRIP HEAT DETECTOR 291 B 4" SQUARE der/SINGLE GANG RING 120 VAC DETECTOR NOT CONNECTED TO BUILDING FIRE ALARM 'SYSTEM. LOCATE WITHIN 18" SPRINKLER HEAD. H� SHUNT TRIP HEAT DETECTOR 601 4" SQUARE w/SINGLE GANG RING DUCT DETECTOR EC30DU-3 INSTALLED PER DIV. 15 REMOTE TEST STATION C—DTS 4" SQUARE w/SINGLE GANG RING WALL MT. 60" A.F.F. TO CENTER JUNCTION BOX BY OTHERS 4" SQUARE/COVER UNLESS NOTED L"! MONITORING RELAY MODULE PAM-1 4" SQUARE w/SINGLE GANG RING CR CONTROL RELAY MODULE PAM-1 4" SQUARE w/SINGLE GANG RING SP SURGE PROTECTION (IDITEK) DTK-21-VLPF 4" SQUARE w/SINGLE GANG RING o I } N rq �t "o r 0 w rf rs e--) X I U) 0 w cm �Ld 00 I U) 0 M� I 0 L!. L, � 0 0 SEAL: NICET DRAWN: KMR LEVEL I CHECKED: SRM LEVELT3 DATE 02/24/05 SCALE: NT JOB NO, 05--1734 EET 1 1 OF 2 SHEETS E2 0 CL 0 U) Co 0 0 �a RISER DIAGRAM iyAINT. BUILDING Scale: NTS - SITE PLAN Scale: N.T.S. TO T. T. B. TO P.I:V. / B.F.P. Z3 G Z2 of Z6 Z6 Z Z4 Z4 Z4 Z4 7 Z5 I TO 120 VAC TO MAINT. DLDG RISFR DIAGRAM ADMIN BUILDING, Scale: NTS Z4 FIRE ALAR LOOR PLAN AD'Mi N BUILDING 2550 FL. AIRPORT BLVD. Scale: 1/8"=1'�-o" - - - OUILUI»u FIRE ALARM FLOOR PLAN MAINTENANCE LDC 2500 F, AIRPORT BLS/D. 1" CONDUIT „ Scale: 1/8= 1 �a0Y) - THE APPLICABLE STANDARDS FOR THIS PROJECT ARE: 2001 FLORIDA BUILDING CODE 2002 NATIONAL ELECTRICAL CODE 2004 FLORIDA FIRE PREVENTION CODE 2003 NFPA 101 LIFE SAFETY CODE WITH FLORIDA AMENDMENTS 2003 NFPA 1 WITH FLORIDA AMENDMENTS 2002 NFPA 1 2002 NFPA 72 P.I.V. / B.F.P. FIEL I) VERIFY EXACT LOCATION O MAINTENANCE BUILDING 1" CONDUIT c� r^ c) Q 1 > m 0 T t T L t Ly J I >, Q CLL- L - 0 SEAL: DRAWN: NICET KMR LEVEL 1 CHECKED: SRM NICET EVES. 3 DATE: 02/24/05 SCALE: 1 /8"®1 ' ®O" JOB NO. 05-1734 E FF, 2 OF 2 SHEETS 36 LE 18* RCP 0 2.7% m, E. s. INV.=40.47' - . I 11 48. m > U z 0 9.47 0 ?< X 0 -4 > x < 0 ::I e 0 48.68 q X1 gi R AN '1TYPE "r C613- 05 2 -t6 4-1 .e 48.43 41-7) m X 419.89 I I END OF COVERED WALK /,-I / 48141 _x IJ-8.36 1 -'qlz� x 48.23 4/ ,Ai, ()n- /TYPE "I INLET E Or CURB CONCRETE SECTION \k6ON 46.96 x 46.94 47.08 :7 C-4- .59-, —45-- 4 6.2 7 LJ 4-2�5 two fft 0 15 30 6.0 PEDESTRIAN t -00 ram; , 0 41.74 a�N®., 43' _ 45'0 i-4 ^ti 4 .3 �> _4�. - —__ _ _I 41 _ i_ _ __ �/ \ x IMENO 4 Z-4T. 0 1 47' x 48. 4YRED CLEVELAND BLVD. . x 47.40 47.53 CULVERT, INV. = 41�00 Old � 011 F! �t %Q I Ago WAW M I UTM: 11 ----------- M L one 14:11ER • • • Fr �A- P-5 V, RENTAL WBBY �,390 S FT. BLDG. No. 537 F.F. ELEV. 49.50 mill 48 PIERMI • 49.20 29 LF 10' PVC 49.20 v F49.00 gilt §110, 0310s § 4 Now;?. 0 NA, F MR-10 UK" INN, - q lltllll1111�,��Ii,111�IIf ��,� l III, Il.l��.l. �._l.�ill1�// /R1m"1T-wEMS11Ma 111 � 1 Il11 � i i II � 1 � ► , -TMNENR10 MAIN EL -N, SHIMPHRRAZI;• wll,lilllllll�llll'll ! ..� .• • ._ f �; . MATCH LINE (SEE SHEET C-4) f PROJECT NO. • 04.0182.000 IIN ® At EXTR. Extruded MEMB. Membrane S. South A.B. Anchor Bolt E.W. Each Way MET. Metal S.A. Supply Air ACT Acoustic Tile MFR. Manufacturer S.A.R. Supply Air Register A.C. Asphaltic Concrete F. Fahrenheit MH. Manhole S.C. Solid Core A/C Air Conditioning F.A. Fire Alarm MIN. Minimum S.C.D. Seat Cover Dispenser A.D. Area Drain F.B.O. Furnished by Others MIR. Mirror SCHED. Schedule ADJ. Adjustable FBRK. Firebrick MISC. Miscellaneous SCR. Screen AFF Above Finish Floor F.U. Floor Drain MLD. Moulding S.D. Storm Drain AGGR. Aggregate FDN. Foundation MOV. Movable SECT. Section AL. Aluminum F.E. Fire Extinguisher MP Metal Panel SETS. Seismic ALT. Alternate FEC Fire Exting. Cabinet MRB. Marble S.F. Square Feet or Foot AMP. Ampere F.F. Finish Floor MT. Mount (ed) SH. Shelf (Shelves) ANOD. Anodized FGL. Fiberglass MTL. Material SHT. Sheet APR. Apron F.H.C. Fire Hose Cabinet MUL. Mullion SHTH. Sheathing APPROX. Approximate F.H.M.S. Flat Head Machine Screw MWK. Millwork SIM. Similar ARCH. Architect (ure) (ural) FIN. Finish (ed) SKL. Skylight ASPH. Asphalt FIXT. Fixture N North SL. Sliding AUTO. Automatic FL. Floor (N) New S.M. Sheet Metal AVG. Average FLASH. Flashing NA Not Applicable SPEC. Specification FLG. Flooring NAT. Natural SPKR. Speaker BD. Board FLUOR. Fluorescent N.I.C. Not in Contract SPL. Special BETW. Between F.O.C. Face of Concrete NO. Number SPR. Sprinkler BITUM. Bituminous F.O.F. Face of Finish NOM. Nominal SQ. Square B.L. Building Line F.O.M. Face of Masonry N.T.S. Not to ScaW SQ.FT. Square Feet or Foot BLDG. Building F.O.S. Face of Stud S.S. Stainless Steel BLK. Block F.O.W. Face of Wall 0/ Over S.SK. Service Sink BLKG. Blocking FPL. Fireplace OA Overall ST. Street B.M. Bench Mark FPRF. Fireproof OBS. Obscure STA. Station BM. Beam F.R. Fire Rated O.C. On Center STD. Standard BOT. Bottom F.S. Full Size O.D. Outside Diameter STL. Steel - BRG. Bearing FT. Foot or Feet 0.F.C.I. Owner Furnished/ STOR. Storage B K. Break F G. Footing Contractor Installed STRUCT. Structural BRZ. Bronze FURR. Furring OFF. Office SUSP. Suspended B.S. Both Sides FUT. Future OH. Opposite Hand SYM. Symmetrical FR. DR. Fire Door OWSJ Open Web/Steel Joist SYN. Synthetic C Compact Parking OP. Opaque SYS. System (11.9. Catch Basin GA. Gauge OPNG. Opening pti3. Cabinet GAL. Gallon OPP. Opposite T. Tread Cement GALV. Galvanized T&B Top & Bottom CER. Ceramic G.B. Grab Bar PAR. Parallel T&G Tongue & Groove C.FL. Counter Flashing G.C. General Contractor PART. Partition T.B. Towel Bar C.I. Cast Iron G.I.Galvanized Iron PAV. Pav (ed) ling) Cement) T.C. Top of Curb C.J. Control Joint GKT. Gasket PB Pull Box TEL. Telephone CLG. Ceiling GL. Glass P.C.C. Precast Concrete Panel TEM. Tempered CLKG. Caulking GND. Ground P.C.F. Pounds per Cubic Foot TEMP. Temporary CLOS. Closet GR. Grade PERM. Perimeter TG Tempered Glass CLR. Clear GRT. Grout PERM. Permanent THERMO. Thermostat CMU Concrete MasonryUnit GVL. Gravel P.G. Plate Glass THK. Thick (Hess) CNTR. Counter GYP. Gypsum P Parking THRESH. Threshold C.O. Clean Out GSM Galvanized PL. Plate TOL. Tolerance COL. Column Sheet Metal P Plastic Laminate T.O.C. Top of Curb CONC. Concrete H High . AS. PLAS. Plaster T.O.SL. Top of Slab CONN. Connection I LB. Hose Bibb P.L.F. Pounds per Lineal Foot T.O.ST. Top of Steel CONST. Construction H.C. Hollow Core P Plywood T.P. Top of Pavement CONT. Continuous HD. Head POL. L. Polish T.P.D. Toilet Paper Dispenser CONTR. Contractor HDR. Header PNL. Panel T.PTN. Toilet Partition CORR. Corridor HDW. Hardware P.P. Ponderosa Pine TR. Transom CPR. Copper HDWD. Hardwood PR. Pair T.V. Television CPT. Carpet HGT. Height PRE-FAB. Pre -fabricate (d) T.W. Top of Wall CS Concrete Seal H.M. Hollow Metal PREFIN. Pre -finished TYP. Typical CSPAT. Casement HORIZ. Horizontal PRELIM. Preliminary CTR. Center H.P. High Point U.B.C. Uniform Building Code CU. FT. Cubic Feet HR. Hour PROJ. Project UND. Under CU. IN. Cubic Inch HTG. Heating P.S.C. Pre -stressed Concrete UNFIN. Unfinished CU. YD. Cubic Yard HVAC Heating/Ventilation P.S.F. Pounds per Square Foot UR Urinal CV. Cove Air Conditioning 9 P.S.I. Pounds per Square Inch UTIL_ Utility C.W. Cold Water HVY. Heavy P.T. Post Tension I.D. Inside Diameter PT'D Paint (ed) V. Volt D.A. Double Acting IN. Inch P.T.D. Paper Towel Dispenser VAC. Vacuum DBL. Double INSUL. Insulation P.T.D./R. Paper Towel Dispenser/ VAR. Varnish DEMO. Demolish INT. Interior Receptacle V.B. Vapor Barrier DEPT. Department INTM. Intermediate PTN. Partition VERT. Vertical DET. Detail INV. Invert P.T.R. Paper Towel Receptacle VEST. Vestibule D.F. Drinking Fountain P.V.C. Poly -Vinyl Chloride V.G. Vertical Grain DIA. Diameter JST. Joist V.I.F. Verify in Field DIAG. Diagonal JAN. Janitor Q.T. Quarry Tile VIN. Vinyl DIM. Dimension JT. Joint QTY. Quantity VNR. Veneer DISP. Dispenser V.T. Vinyl Tile D.L. Dead Load K. Kip (1000 lb.) R. Riser, Radius DN. Down KIT. Kitchen R.A. Return Air W. West DP. Datum Point KO. Knockout R.A.G. Return Air Grill WJ / With DPR. Damper KP Kick Plate R.B. Rubber Base W/o Without DR. Door RB.T. Rubber Tile W.B. Wood Base DS. Downspout LAB. Laboratory R.C.P. Reinforced Concrete Pipe W C. Water Closet DWG. Drawing LAM. Laminate RCPT. Receptacle WD, Wood DWR. Drawer LAV. Lavatory R.D. Roof Drain WDW. Window LB. Pound R.D.F. Recessed Drinking Fountain WF Wide Flange E. East LBL. Label RDWD. Redwood W.G. Wire Glass (E) Existing LG. Length REF. Reference W.H. Water Heater EA. Each LG. Long REFR. Refrigerator Refri g WH.B. Wheel Bumper E.B. Expansion Bolt L.H. Left Hand REG. Reiter g W.I. Wrought Iron E.J. Expansion Joint LKR. Locker REINF. Reinforce (d) (ing) W.P. Water Proof ELEC. Electric (al) L.L. Live Load REM. Remove W.S. Water Stop ELEV. Elevation, Elevator L.P. Low Point REQ'D Required WSCT. Wainscot EMER. Emergency LT. Light RESIL. Resilient WT. Weight ENAM. Enamel LVR. Louver RET. Return W.T.W. Wall to Wall ENCL. Enclosure REV. Revise (ion) W.W.F. Welded Wire Fabric ENGR. Engineer MACH. Machine RFG. Roofing W.W.M. Welded Wire Mesh E.P. Electrical Panel MAS. Masonry RGTR. Register EQ. Equal MATL Material RF.H. Roof Hatch YD. Yard EQUIP. Equipment MAX. Maximum RFL. Reflect (ed) (ive) (or) EST. Estimate M.B. Machine Bolt R.H. Right Hand EXC. Excavate M.BAR. Moisture Barrier RM. Room EXP. Expansion MBR. Member R.O. Rough Opening EXPO. Exposed, M.C. Medicine Cabinet R/W Right of Way EXIST. Existing MECH. Mechanic (al) R.W.L. Rain Water Leader EARTH SAND / MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID U A9 DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTER LINE DIMENSION TO FACE OF FINISH STAIR DIRECTION WORK POINT / DATUM POINT / CONTROL POINT COLUMN / GRID LINE ROOM NUMBER & NAME WINDOW/LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE DETAIL REFERENCE ELEVATION REFERENCE GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE 6. WORK SHALL BE PERFORMED IN AN ORDERLY AND 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND CAREFUL MANNER WITH DUE CONSIDERATION FOR COORDINATING AND INFORMING ALL TRADES OF CITY CODES, AMENDMENTS, RULES, REGULATIONS, THE SAFETY AND PROTECTION OF ALL PERSONNEL, THEIR SEQUENCE OF WORK OPERATIONS, AND CON - ORDINANCES, LAWS, ORDERS -AND APPROVALS THAT EXISTING SURFACES, MATERIALS AND EQUIPMENT. FIRMING THAT THEY HAVE COORDINATED THEIR WORK ARE REQUIRED BY PUBLIC AUTHORITIES HAVING PROTECTIVE AND DUST PROTECTIVE DEVICES SHALL WITH ONE ANOTHER. GENERAL CONTRACTOR SHALL JURISDICTION OVER THE WORK. IN THE EVENT OF BE INSTALLED AND MAINTAINED AS NECESSARY, AND SEQUENCE WORK IN THE MOST ECONOMICAL AND CONFLICT, THE MOST STRINGENT REQUIREMENTS AS REQUIRED BY THE OWNER, ARCHITECT OR EFFICIENT MANNER TO BENEFIT THE OWNER. OUT OF SHALL APPLY. AUTHORITIES. SEQUENCE WORK WHICH IS REQUIRED TO MEET THE INTENT OF THE CONSTRUCTION DOCUMENTS, OR 2. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ANY PART OF THE BUILDING THAT BECOMES DIRECTED BY THE GENERAL CONTRACTOR, SHALL NOT PERMITS REQUIRED BY THE PUBLIC AUTHORITIES SOILED OR DAMAGED DUE TO ADJACENT WORK CAUSE THE OWNER ANY ADDITIONAL EXPENSE. HAVING JURISDICTION. DURING ANY PHASE OF CONSTRUCTION SHALL BE CLEANED, REPAIRED, OR REPLACED BY THE 3. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTRACTOR AT NO EXPENSE TO THE OWNER OR 13. ERECT AND INSTALL ALL WORK LEVEL, PLUMB, VISIT THE SITE, ACCOMPANIED BY THE OWNER AND TENANT. SQUARE, TRUE, STRAIGHT AND IN PROPER THE ARCHITECT AND SHALL NOTE ALL EXISTING ALIGNMENT. CONDITIONS THAT AFFECT THE WORK. THE CONTRACTOR SHALL PROVIDE FOR PROTECTION OF CONTRACTOR SHALL EXAMINE ALL ADJOINING WORK FOR ASSURANCE THAT NO CONDITIONS EXIST TO CITY STREETS, SIDEWALKS, PEDESTRIANS, AND 14. WHEN PROJECT IS COMPLETE, CLEAN AND POLISH PREVENT PERFORMANCE OF WORK. IF THE PROPERTY, AS REQUIRED BY GOVERNMENTAL AND ALL NEW: GLASS, HARDWARE, AND OTHER SUCH ITEMS CONTRACTOR OBSERVES ANY FIELD` CONDITIONS LOCAL AGENCIES, INCLUDING AND THE OWNER. WITH FACTORY FINISHES. REMOVE ALL DUST WITH WHICH ARE AT' VARIANCE WITH ANY PORTION OF THE 7. ALL DEBRIS SHALL BE CONTAINERIZED AND REMOVED TREATED DUST CLOTHS OR VACUUM' CLEANERS. CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE FROM THE SITE AND BUILDING ON A REGULAR NOTIFIED AT ONCE IN WRITING SO THAT ACTION BASIS. ALL WASTE AND REFUSE CAUSED BY THE WORK SHALL SHALL BE TAKEN TO ACCOMMODATE THE CONDITION BE REMOVED FROM PREMISES AND DISPOSED OF BY PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR, CLEAN SITE AT END OF PROJECT. 8. SAFETY MEASURES: AT ALL TIMES, THE CONTRACTOR REMOVE DUST, DEBRIS, OILS, STAINS, 4. IF UNUSUAL SITUATIONS ARE ENCOUNTERED DURING SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FINGERPRINTS; AND LABELS FROM EXPOSED THE COURSE OF CONSTRUCTION, SUCH AS CONFLICTS FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SURFACES, INCLUDING GLAZING. BETWEEN NEW CONSTRUCTION, AND EXISTING THE SAFETY OF PERSONS AND PROPERTY, AND FOR UTILITIES SYSTEMS, ANY OF WHICH MAY HAVE TO ALL NECESSARY INDEPENDENT REVIEWS OF THESE 15. THE GENERAL CONTRACTOR SHALL REVIEW ALL BE REROUTED OR MODIFIED OR ANY OTHER CONDITIONS. THE ARCHITECT'S ENGINEER'S, R'S OR SUBCONTRACTOR BIDS AND VERIFY THAT ALL WORK SUBSTANTIAL COMPLICATION WHICH COULD NOT BE OWNER'S JOB ;SITE REVIEW IS NOT INTENDED TO IS INCLUDED. IN HIS BID.. FAILURE TO INCLUDE ANY FORESEEN AT`1HE OUTSET OF THE CONSTRUCTION INCLUDE REVIEW OF THE ADEQUACY OF THE WORK SHOWN, NOTED OR INFERRED ON THE WORK, THE OWNER; ARCHITECT, CONTRACTOR, AND CONTRACTOR'S SAFETY MEASURES. DRAWINGS AND SPECIFICATIONS,' AND AS REQUIRED SUBCONTRACTORS INVOLVED SHALL MEET TO FOR A COMPLETE JOB, SHALL NOT RELIEVE THE DETERMINE.A FAIR AND EQUITABLE SOLUTION AS g, VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS THE GENERAL CONTRACTOR FROM PROVIDING SUCH EACH SITUATION OCCURS. CONTRACTOR SHALL OF ANY AND ALL MECHANICAL, TELEPHONE, WORK AND SHALL NOT CAUSE ANY ADDITIONAL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN THE ELECTRICAL, LIGHTING, AND PLUMBING (INCLUDING EXPENSE TO THE OWNER. CONSTRUCTION DOCUMENTS, AND BETWEEN THE ALL PIPING, DUCTS, AND CONDUITS) AND THAT ALL DRAWINGS AND EXISTING CONDITIONS BEFORE REQUIRED CLEARANCES FOR .INSTALLATION AND 16. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK PROCEEDING WITH WORK. CONTRACTOR ASSUMES MAINTENANCE OF EQUIPMENT ARE PROVIDED. AND THE WORK OF HIS SUBCONTRACTORS WITH RESPONSIBILITY FOR ANY SUCH WORK UNDERTAKEN OWNER'S 'SUPPLIERS INCLUDING BUT NOT LIMITED TO WITHOUT NOTIFYING AND RECEIVING APPROVAL FROM 10. DO NOT SCALE DRAWINGS. IF A DIMENSION IS IN GUARDBOOTH MANUFACTURER, CARWASH SYSTEMS, THE ARCHITECT. QUESTION, CONTACT ARCHITECT FOR WRITTEN FUEL SYSTEMS, S16NAGE VENDORS, SECURITY CLARIFICATION. WRITTEN DIMENSIONS SHALL TAKE VENDORS, AND CANOPY AND METAL BUILDING 5. HAZARDOUS MATERIAL REMOVAL IS NOT IN PRECEDENCE, AND LARGE SCALE DRAWINGS SHALL PRODUCTS MANUFACTURER. CONTRACT. THE OWNER SHALL CONTRACT WITH TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. OTHERS FOR THIS WORK. SHOULD THE CONTRACTOR CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS 17. COORDINATE WITH, AND REFER TO THE ENCOUNTER THE PRESENCE, OR POSSIBLE PRESENCE AS NECESSARY AND BE RESPONSIBLE FOR SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS OF POTENTIALLY HAZARDOUS MATERIALS, THE COORDINATION WITH WORK. NO WORK SHALL AND INFORMATION, ALL SUCH WORK SHALL BE CONTRACTOR SHALL NOTIFY THE OWNER FOR BEGIN UNTIL SUCH COORDINATION HAS BEEN INCLUDED IN THE CONTRACTORS BID. INSTRUCTIONS PRIOR TO CONTINUING WORK. PERFORMED. 18. THESE NOTES SHALL BE INCLUDED AND APPLY 11. DIMENSIONS FOR NEW WALLS SHALL BE FROM TO ALL DRAWING SHEETS. FACE OF STUD (F.O.S.) UNLESS OTHERWISE NOTED. GOVERNING CODES: LATEST EDITIONS OF THE FOLLOWING: STANDARD BUILDING CODE CITY OF SANFORD BUILDING CODES SEMINOLE COUNTY DEPT. OF PUBLIC HEALTH NATIONAL ELECTRICAL CODE (NEC) UNIFORM MECHANICAL CODE (UMC) UNIFORM PLUMBING CODE (UPC) NATIONAL FIRE CODE (NFC) NATIONAL FIRE PROTECTION AGENCY CODES AND STANDARDS (NFPA), AMERICANS WITH DISABILITIES ACT (ADA) FLORIDA ACCESSIBILITY CODE for BUILDING CONSTRUCTION EAST MARY BLVD I LAKE MONROE 17 ORLANDO SANFORD 82 1 NIT' L AIRPORT RED-` CL•EVELAND B L V D 7re OWNER ARCHITECT VANGUARD CAR RENTAL USA INC BLUNK DEMATTEI ASSOCIATES ARCHITECTS 6929 N. Lakewood Avenue, Suite 100 1555 Bayshore Hwy., Suite 300 Tulsa, OK 74117 Burlingame, CA 94010 (918) 401-6398 (650) 692-9911 ATTN: RANDY KINSEY ATTN: PAUL G. SALISBURY GENERAL CONTRACTOR BLUNK DEMATTEI ASSOCIATES ARCHITECTS S A KENNEDY INC. 11760 West Sample Road, Suite 105 4255 Trotters Way Coral Springs, FL 33065 Alpharetta, GA 30004 (954) 341-1800 (770) 667-3602 x224 ATTN: JOSEPH S. RODI ATTN: STEVE KENNEDY (NOT IN CIVIL ENGINEER & LANDSCAPE CONTRACT) A's STRUCTURAL ENGINEER HARTMAN & ASSOCIATES BISHOP ENGINEERING CO. 201 E. Pine Street, Suite 1000 444 West New England Avenue, Suite B Orlando, FL 32801 Winter Park, FL 32789 (407) 839-3955 (407) 622-2477 , ATTN: ROD CASHE ATTN: BRADFORD BISHOP FUEL ENGINEER (NOT IN CONTRACT) A'S MECHANICAL, ELECTRICAL, PLUMBING BLYMYER ENGINEERS COSENTINI ASSOCIATES, INC. 1829 Clement Avenue 201 E. Pine Street, Suite 900 Alameda, CA 94501 Orlando, FL 32801 (510) 521-3773 (407) 999-8990 ATTN: BJORN ENSTROM ATTN: SCOTT R. CEASAR METAL CANOPIES (NOT IN BDCONTRACT) A's METAL BUILDING CONTRAC(NOT IN T) CMS DESIGN AND CONSTRUCTION CONSULTING WRIGHT BUILDING SYSTEMS 3015A N. Airfield Drive, 2nd Floor 102 Hazel Path, Suite 6 DFW Airport, TX 75261 Hendersonville, TN 37075 (972) 574-3225 (615) 822-4611 ATTN: KEN FOREMAN ATTN: JIM WRIGHT GENERAL. ELECTRICAL AO.1 TITLE SHEET EO.1 GENERAL NOTES & SYMBOLS (PREVIOUSLY PERMITTED, EO.2 SPECIFICATIONS CIV L/LANDSCAPE NOT IN THIS SUBMITTAL) EO.3 SCHEDULES - COVER SHEET EO.3A NO TES & LEGEND G-1 GENERAL NOTES EO.4 PANEL SCHEDULES NO. 1 G-2 EXISTING CONDITIONS AND EROSION CONTROL PLAN EO.5 PANEL SCHEDULES NO. 2 G-3 SITE PLAN SOUTH WEST EO.6 PANEL SCHEDULES NO. 3 G-4 SITE PLAN NORTH WEST EO.7 DETAILS C-1 OVERALL SITE PLAN AND KEY MAP EO.8 RISER DIAGRAMS C-2 GEOMETRY SITE PLAN SOUTH WEST EL1.1 SITE PLAN - LIGHTING C-3 GEOMETRY SITE PLAN NORTH WEST EL2.1 ADMINISTRATION BUILDING C-4 PAVING, GRADING AND DRAINAGE PLAN SOUTH WEST LIGHTING PLAN C-5 PAVING, GRADING AND DRAINAGE PLAN NORTH WEST EL12.1 CAR 'HASH/ MAINTENANCE BUILDING C-6 GEOMETRY, GRADING AND DRAINAGE DETENTION POND AREA LIGHTING PLAN C-7 UTILITY SITE PLAN SOUTH WEST EPI A SITE PLAN POWER C-8 UTILITY SITE PLAN NORTH WEST EP2.1 ADMIN BLDG - LIGHTING PLAN D-1 DETAILS EP12.1 CAR WASH/ MAINTENANCE BUILDING D-2 DETAILS LIGHTING PLAN D-3 DETAILS D-4 UTILITY STANDARD DETAILS PLUMBING D-5 UTILITY STANDARD DETAILS D-6 UTILITY STANDARD DETAILS POA GENERAL NOTES & SYMBOLS L-1 LANDSCAPING PLAN SOUTH WEST PO.2 SCHEDULES & DETAILS L-2 LANDSCAPING PLAN NORTH WEST P2.1 ADMIN BLDG PLUMBING PLAN L-3 LANDSCAPING PLAN DETENTION POND AREA P2.2 ADMIN BLDG - RISER DIAGRAMS L-4 LANDSCAPING DETAILS P12.1 CAR WASH / MAINT BLDG - PLUMBING PLAN P12.2 CAR WASH / MAINT BLDG - RISER DIAGRAMS ARCHITECTURAL ADIuNSTRATiON/ RENTAL BUdDNG FUEL SYSTEM (NOT IN BDA's CONTRACT) A1.1 SITE PLAN FS-1 PIPING PLAN A1.2 EXIT BOOTH PLANS & SITE DETAILS FS-2 TANK ELEVATIONS A2.1 ADMINISTRATION BUILDING FLOOR PLAN FS-3 TANK BACKFILL A2.2 ADMINISTRATION BUILDING ROOM FINISH & DOOR SCHEDULES FS-4 ELEVATIONS & DETAILS A3.1 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS FS-5 LURE DETAILS A3.2 ADMINISTRATION BUILDING SECTION AND DETAILS FS-6 ELEVATION DETAILS A4.1 ADMINISTRATION BUILDING TOILET ROOM PLANS & ELEVATIONS FS-7 ELECTRICAL POWER PLAN A4.2 ADMINISTRATION BUILDING ENLARGED PLANS & ELEVATIONS FS-8 EQUIPMENT SCHEDULE (SHT 1 OF 2) A6.1 ADMINISTRATION BUILDING REFLECTED CEILING PLAN FS-9 EQUIPMENT SCHEDULE (SHT 2 OF 2) A8.1 DETAILS FS-10 CONCRETE PAD A8.2 ADMINISTRATION BUILDING DETAILS A9.1 ACCESSIBILITY DETAILS EXIT BOOTH SHOP DRAWING (NOT IN BDA's CAR WASH / MANTENANCE BULDM SD-1 PREFABRICATED GUARD BOOTH CONTRACT) Al2.1 CAR WASH / MAINTENANCE BUILDING FLOOR PLAN Al2.2 CAR WASH / MAINTENANCE BUILDING METAL BUILDING CANOPIES (NOT IN BDA's ROOM FINISH & DOOR SCHEDULES CONTRACT) A13.1 CAR WASH / MAINTENANCE BUILDING EXTERIOR ELEVATIONS FLU- CANOPY A14.1 MAINTENANCE BUILDING TOILET ROOMS & BREAKROOM P035436C - FUEL ENLARGED PLANS & ELEVATIONS P035436D - FUEL A16.1 CAR WASH / MAINTENANCE BUILDING P035436E - FUEL REFLECTED CEILING PLAN WALKWAY CANOPY FUEL ISLAND / CANOPY P035436F - WALKWAY A22.1 FUEL ISLAND / CANOPY PLAN P035436G WALKWAY A P035436FI -- WALKWAY A P0354361 - WALKWAY B STRUCTURAL P035436J - WALKWAY B P035436K - WALKWAY C D E S1.0 STRUCTURAL GENERAL NOTES, SCHEDULES & ABBREVIATIONS P035436L - WALKWAY C D E S2.1 FOUNDATION PLAN - ADMINISTRATION BLDG P035436M - WALKWAY S2.2 ROOF FRAMW PLAN - ADMINISTRATION BLDG S2.3 FOUNDATION PLAN - CAR WASH / MAINTENANCE BLDG CAR WASH (NOT IN RDA's CONTRACT) S2.4 ROOF FRAMING PLAN - CAR WASH / MAINTENANCE BUILDING SLAB SLAB LAYOUT S2.5 EXIT BOOTH FOUNDATION PLAN EQUIP EQUIPMENT LAYOUT S3.1 STRUCTURAL SECTIONS & DETAILS ELECT ELECTRICAL LAYOUT S3.2 STRUCTURAL SECTIONS & DETAILS PLUMB PLUMBING LAYOUT MECHANICAL METAL BUILDINGS (NOT IN BDA's CONTRACT) MOA GENERAL NOTES & SYMBOLS MO.2 SPECIFICATIONS BUILDING 'A' (ADIMNSTRATION MO.3 SCHEDULES L1 COVER SHEET MO.4 DETAILS F1 ANCHOR BOLT SETTING PLANS MO.5 DETAILS E1 ROOF FRAMING PLAN M2.1 ADMINISTRATION BUILDING - MECHANICAL E2 SOFFIT FRAMING PLAN FLOOR PLAN E3 SIDEWALL & FASCIA ELEVATIONS M12.1 CAR WASH/ MAINTENANCE BUILDING E4 ENDWALL & FASCIA ELEVATIONS MECHANICAL FLOOR PLAN 1 E5 SECTIONS E6 CROSS SECTION (LINES V& 'A') E7 CROSS SECTION (LINES 'G','F','E','D' & 'C') - E8 PURLII\1 BRACE DETAILS j �� ' (�� cC e i E9 GUARDIAN PANEL DETAILS .'I E10 DETAILS BUILDM 'B' WANTENANCE {EA V I J\� L1 COVER SHEET F1 ANCHOR BOLT SETTING PLAN P F2 BASE TYPES, SECTIONS, &REACTIONS / e-�- U E1 ROOF FRAMING PLAN Sa LID' �°'�'ei"I�3'ii D�+r E2 ELEVATIONS E3 CROSS SECTION Date: - -- - E4 DE T l �r II S REVIEWED !TY OF SAff"IR PROJECT DATA Summary of buildings and canopies: • des SF Rental/Administration Building 7,967 Car Wash / Maintenance Building 7,502 Fuel Island Canopy 5,648 A's Exit Booth Building (3 @ 63.3 SF) 190 Occylancy B B B I Typ Notes IV unprotected Unsprinklered IV unprotected Unsprinklered IV unprotected Unsprinklered V unprotected Unsprinklered I It_1.,3i1,4 "11MINii4"N I ASSOCIATES ARCHITECTS AI 1555 F3F'a'YSHORE HWY #300 I - EL (650) 692--9911 FAX (650) 69 2---0181 Im NO. REVISION -� DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL ` FIELD CONDITIONS AND COMPARE rHEM WIT-1 THE CONSTRUCTIOPI DOCUMENTS BEFORE COMMENCING ` ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT �F+ :. LL Z 0 O:M," LUN DATE JOB NO.20464 A SHEET OF 19 n BLUNK I ARCHITgqqg��. �.ASSOCIATES 1555 SA` SI-I0RE I"'IWY #300 SURI.INC;AME - CA -- 94010 'EL (650) 692--991I FAX (650) 692-018-1 i N0. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION' DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT LL LL CL CC ir-i :R LL �4a CL '0. zz cr_ DATE JOB NO. 12/14/04 20454 CONSTRUCTION NOTES ALIGN CENTER ROD ® CONTROL BOX s I (N) CANOPY o/ WALKWAY - TIGER -TOOTH UNIT SEE CANOPY DWG5 ❑t FURNISH AND INSTALL CONTROLLER ASSEMBLY AND ENCLOSURE. TIGER-TOOTH/LIFT-ARM \ I CONTROL DIRECTION CONTROL DIRECTION CONTROL BOX BY DELTA \ ® FURNISH AND INSTALL IN -ROADWAY WARNING LIGHT FIXTURES -----__` AND MOUNTING BASES. DISPATCH CONTROLLED MOTORIZED (SHOWN DASHED) (O.F.C.I.) �- NON -MOTORIZED TIGER -TOOTH/ TRAFFIC CONTROLLER W/ TIGER -TOOTH/ ® FURNISH AND INSTALL STANDARD #5 PULLBOX. LIFT -ARM COMBINATION (O.F.C.I.) LIFT -ARM GOMBINATION (O.F.G.I) DRILL $ BOLT TO CONCRETE PAD W/ DRILL $ BOLT TO CONCRETE PAD W/ . ® FURNISH AND INSTALL PEDESTRIAN PUSH—BUTTON ASSEMBLY LEAD EXPAN51ON 5HIELD5 PER MFR'5 REG. LEAD EXPANSION SHIELDS PER MFR'5 REG. .: : _.: 1: WITH PEDESTRIAN INSTRUCTION SIGN AND LED MODULES. 5 FURNISH AND INSTALL PEDESTRIAN CROSSING SYMBOL MUTCD. _ ❑ � #5 5 ®2 O O.G.. #5 S � 2 O O.G. W11 A-2) WITH LED MODULES.. O o 6" CONC. FND. 4 (SHOWN SHADED) 5 ® INSTALL 1.5 INCH COND DN 6 PAD 0/ 4UIT STUBOUT TO THE EDGE OF GUTTER. O I GONG. ° - 6 CONC. PAD O/ 4 o - ® INSTALL SOLAR POWER PANEL ON TOP OF TYPE 1-A POLE. COMPACTED COMPACTED TIGER -TOOTH UNIT BY"{- 3 5 EXACT LOCATION OF POLE TO BE DETERMINED IN FIELD. AGGREGATE BASE , AGGREGATE BA5E DELTA (5HOWN DASHED) 5'-O" ® INSTALL NEW CURB RAMP PER CITY OF SANFORD STANDARD. (3) #5'5 CONT. (3) #5'S GONT. (O.F.G.I.) (- I _rYP (E) CURB ® INSTALL NEW CROSSWALK AS SHOWN, USING 3M CO. "SCOTCH 5'-1 1/2" 3'-1 1/2" I ----I LANE" #5361 YELLOW. IF 7r �� Io INSTALL NEW STOP BAR AS SHOWN, USING 3M CO. "SCOTCH i I -I I ❑ LANE" #536 WHITE. NOTE: PROVIDE DRAINAGE AT BOTH ENDS. NOTE: PROVIDE DRAINAGE AT BOTH ENDS. 10 C RED CLEVELAND BOULEVARD -� (N) CANOPY o/ ROADWAY - �� SEE CANOPY DW65 2 i I i p i 1 � � TYP - - - --- ----- - i 3 � 5 \ I ( (E) CURB 1 I- - ----I -- PEDESTRIAN WALKWAY ---/� STRIPIN6 (TYP) - SEE CIVIL DW65 I � r--------"-) I --- (N) CANOPY o/ WALKWAY - I-- SEE CANOPY DWGS `k'G wo" - ----- --5 _ W__ L 1==,,1 AGT :ONGRETE VHEEL STOP URFACE 5/4" X I'-&" LONG ANCHORS IN PRE -DRILLED HOLES I I SET IN MASTIC. MIN. 2 PER WHEEL STOP u 4" WIDE STALL STRIPING ® q0° PAINTED STALL NUMBER BLOCK - YELLOW RECTANGLE WITH BLUE CHARACTERS ALIGN DQ`20no N I CONDUCTOR/SACUT SCHEDULE RUN CONDUIT SIZE CABLE SAW CUT �1 1.5" RGC 7#18 SCC, 4#14 IN -ROADWAY WARNING SIGNAL WIRING. O SAWCUT 2#14 IN -ROADWAY WARNING SIGNAL WIRING RGC: RIGID GALVANIZED CONDUIT SCC: STRANDED CONDUCTOR CABLE. NOTES: 1. CROSSWALK SYSTEM SHALL BE "THE SMART CROSSWALK" BY LIGHTGUARD SYSTEMS, INC 1/8"= it- Opp 12" WIDE PAINTED STRIPE PAINTED STOP BAR 10VALL AINTED STOP BAR 1'�'I'-0" PAVEMENT MARKNG$ TOBE WHI' ASPHALT & YELLOW "ON GONCRET WELD CORNERS 4 GRIND SMOOTH (TYP) LOOK KEEPER W/ LOOKING DEVICE OL05ED P051TION sNON. MOTORIZED TIGER TEETH, iff=11. . on o' 4'-0" 2l-011 4'-0" ,, 2' G 4'-6" 2'-O" --------------- --------------- -------------- O . ---------- ----- " PAINT - SEE 5PE05 I;>< ------------------------------------ ----------- ---_---_----------------- PAINT - 5EE SPECS PAINTED EXIT/ARROW BLOCK 1/2"=1'- 0" 1/2"=1'- 0" HINGE DEVICE STOP SIGN ATTACHED TD GATE cn 15/5" O.D. G.I. PIPE (TYP) PAINT YELLOW - 3" O.D. G.I. PIPE - GONG. FILLED PAINT YELLOW — NOTE: SEE (�) FOR AE?D'L INFO. 1 PAINTED STALL NUMBER SWING GATE —LATCH SIDE rJ SWING } va".r-a" vra-n m I 1 5/5" O.D. G.I. PIPE (TYP) PAINT GATE YELLOW 4" O.D. G.I. PIPE - CONG. FILLED - EMBED IN 4 12" 0 GONG. FND ° I — 2500 PSI MIN. PAINT PIPE YELLOW 6" CLA55 II CRUSHED LT 'AGGREGATE NOTE: SEE 5 FOR ADD'L INFO. I I° I N a r OTORIZED TIGER TEETH1. (D2 IFT—ARIA FOUNDATION s INSTALLATION SEE (9 LIFT-ARM/T I GE R-TOOTH PAVING CONTROL BO SURFACE 5EALEX LOOP TIGER -TOOTH SEALANT AS MANUR SEE BY W.R. MEAD - INSERT IN 5AWCUT IN PAVING CONDUCTOR 5AWGUT 5LOT A5 5HOWN FULL SCALE .131111 EXIT BOOTH FLOOR PLAN%t SWING SIDE m 1/2°4- 0" A.G. PAVING ELEVAT LIFT-ARM/TIGER-TOOTH CONTROL BOX (O.F.G.I.) (b" CURB (WHERE OGGUR5) 6" DEEP GONG. FND TIGER -TOOTH UNIT (O.F.C.I.) - PLAN r-l-NUI F T — AI I"1i 1/2"= il- olip '1/8"=1'- 0° BLUNK DEMATTEE ASSOCIATES ARCHITECTS AIA 1555 BAY5! ORE t WY # 300 BURLINGAME -- CA — 94010 TEL (650) 692-99-1-1 FAX (650) 692---0181 i ti t e F No. REVISOR DATE {, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE: THEM WITH THE CONSTRUCTION F DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT A 4 0 LL Ina 00 ilk DATE JOB NO. 12/14/04 20464 A A 1,2 SHEET 3 OF 19 I W�l WALL LEGEND DIM TO F.0 . S. DIM TO F.O.FIN. EXTERIOR WALL w/ EIFS SHEATHING SEE ABOVE —CEILING HEIGHT ACOUSTIC WALL SEE ch DIM To CENTER tALIGN-t BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSH(DRE HWY 4#300 BURLINGAME — CA — 94010 ElTEL (650) 692-9911 1M FAX (650) 692-0181 ADMINISTRATION L A AUIVIINISTRATION BUILDING FLOOR PLAN 1/8"=l'-O" ;ewl SHEET 4 OF 19 MENEM • - va =move ® E , eveveve ©MM ®eee�eee SEE SHT. A8.2 FOR WINDOW DETAILS, U.O.N. A. ALL DOORS WITH GLAZING AND ALL GLAZING DIRECTLY ADJACENT TO DOORS OR WALKING SURFACES SHALL COMPLY WITH REQUIREMENTS FOR "SAFETY GLAZING". B. THE BOTTOMS OR KICK PLATES OF ALL DOORS, ALL THRESHOLDS AND ALL DOOR HARDWARE SHALL COMPLY WITH THE LATEST FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, ANSI AND ADA. C. ALL WINDOW SIZES ARE APPROXIMATE. ALL SIZES SHALL BE VERIFIED IN FIELD PRIOR TO WINDOW FABRICATION. D. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DEADBOLTS AND SLIDING BOLTS ARE NOT ACCEPTABLE ON EXIT DOORS. E. IN THE EVENT OF POWER FAILURE, POWER OPERATED EXIT DOORS SHALL BE OPENABLE MANUALLY TO PERMIT EXIT TRAVEL. THESE DOORS SHALL BE OPENABLE AS IS REQUIRED FOR OTHER NONPOWER OPERABLE DOORS. F. METAL TRIM AT DOORS & WINDOWS SHALL BE SUPPLIED BY METAL BUILDING MANUFACTURER. G. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. CONSTRUCTION FRAME MATERIAL MISCELLANEOUS HC HOLLOW CORE HM HOLLOW METAL WS WEATHERSTRIPPING SC SOLID CORE -INSULATED AL ALUMINUM TH THRESHOLD SG SAFETY GLAZING DOOR FACE FINISHES KP KICK PLATE M METAL PT PAINT FF FACTORY FINISH [") 0 VA' R" &` HARD WA RE i. z`56 * DOOR HARDWARE PROVIDED BY POWER DOOR MANUFACTURER 1) SEE STOREFRONT SHOP DRAWINGS FOR DETAILS ' HAT >� �!Jft Group A: Office (Single Door) Lockset: Schlage D50PD-626, Sparta Door Stop: Quality #331EXX332X M" riser x US26 Hinges: 3 - Stanley #FBB179, 4X" US26 ball bearing Smoke seals: Pemko S88D Group 81: Storage (Single Door) Lockset: Schlage D50PD-626, Sparta Door Stop: Quality #331EXX332X M" riser x US26 Hinges: 3 - Stanley #FBB179, 4%" US26 ball bearing Group B2: Storage (Rated Single Door) Lo et: Schlage D50PD-626 parta Door Quality #3XX X 2" ri 26 Hinges: 3 to y #FBB179, 4 1/2" U bearing Smoke Seals: emko 8D Closer. CN 4010, DA Thres d: Pemko 270A Do Bottom: Pemko 4131DSL Group C1: Passage (Single Door) Latchset: Schlage D10S-626, Sparta Door Stop: Quality #331EXX332X X" riser x US26 Hinges: 3 - Stanley #FBB179, 4�h" US26 ball bearing Closer: LCN 4010, DA Group C2: Passage (Rated Single Door) Latc t: Schlage D10S-62 , Sparta Door St Quality E 32X r US26 Hinges: nley #FFB179, 4 2' 26 ball bearing Smoke Sea . Pemko S Closer: LCN 4010, DA Thre old: Pemko 270A Group D: Toilets (Single Door) Push/pull plates: Ives 12" high, #8305 Closer: LCN 4010, DA Hinges: 3 - Stanley #FBB179, 4%" US26 ball bearing Sound Seals: Pemko S88D Protection Plates (both sides): Ives 8400 Group E1: Exterior (Single Door) Lockset: Schlage D50PD-626, Sparta Hinges: 3 - Stanley #FB8179, 4%" US26 ball bearing Weatherstripping: Pemko S88D Threshold: Pemko 158A Group E2: Exterior (Double Door) Lockset: Schlage D50PD-626, Sparta Hinges: 6 - Stanley #FBB179, 4 1/2" US26 ball bearing Weatherstripping: Pemko S88D Threshold: Pemko 158A Group F. Toilet (Single Door) Lockset: Schlage D40S-626 Door Stop: Quality #331EXX332X 1/2" riser x US 26 Hinges: 3 - Stanley #FFB179, 4 1/2" US26 ball bearing Sound Seals: Pemko S88D Closer: LCN 4010, DA DOOR SCHEDULE v >l +, n Q 1` : 3 �, .U) u) ULL _ 70 Z N C 0 o C) (n U Li LL 101 SFS 6'-0" X 7'-0" - - - - AL FF - 11 /A8.2 - - * - 1, SG 102 SFS 6'-0" X 7'-0" - - - - AL FF - 11 /A8.2 - - * - 1, Sc 103 SFS 6'-0" X 7'-0" - - - - AL FF - 11 /A8.2 - - * - 1, SG 104 VL2 3'-0" X 7'-0" 1-3/4" HC M PT HM PT 6/A8.2 6S/A8.2 5/A8.2 - E1 - SG,WS,TH 105 F/F PR 3'-0" X 7'-0" 1-3/4" HC M PT HM PT `6/A8.2 6S/A8.2 5/A8.2 - E2 - WS,TH 106 F/F PR 3'-0" X 7'-0" 1-3/4" HC M PT HM PT 6/A8.2 '6S/A8.2 5/A8.2 - E2 - WS,TH 107 VL1 3'-O" X 7'-0" 1-3/4" SC 'M PT AL FF 9S/A8.1 9/A8.1 - - C1 - SG,KP 108 VL1 3'-0" X 7'-0" 1-3/4" HC M PT AL PT 9S/A8.1 9/A8.1 - - A - SG 109 LV 3'-0 X 7'-0" 1-3/4" HC M PT AL PT 9S/A8.1 9/A8.1 - - C1 - - 110 F 3'-0" X 7'-0" 1-3/4" HC M PT AL FF - 9/A8.1 - - A - - 111 F 3'-0" X 7'-0" 1-3/4" HC M PT AL FF - 9/A8.1 - - A - - 112 VL1 3'-0" X 7'-0" 1-3/4" HC M PT AL FF 9S/A8.1 9/A8.1 - - C1 = SG 113 LV 3'-0" X 7'-0)' 1-3/4" HC M PT AL FF 9S/A8.1 9/A8.1 - - 131 - - 114 F 3'-0" X 7'-0" 1-3/4" SC M PT AL FF 9S/A8.1 .9./A8.1 1O/A8.1 - D - KP 115 LV/LV PR 2'-9" X 7'-0" 1-3/4" HC M PT AL FF 9S/A8.1 9/A8.1 - - B1 - - 116 F 3'-0" X 7'-0" 1-3/4" SC M PT AL FF 9S/A8.1 9/A8.1 10/A8.1 - D - KP 117 VL1 3'-0" X 7'-0" 1-3/4" HC M PT AL FF 9S/A8.1 9/A8.1 - - A - SG 118 VL1 3'-0" X 7'-0" 1-3/4" SC M PT AL FF 9S/A8.1 9/A8.1 - - C1 - SG,KP 119 F 3'-0" X 7'-0" 1-3/4" SC M PT AL FF 9S/A8.1 9/A8.1 1O/A8.1 - F - KP 120 F 3'-0" X 7'-0" 1-3/4" SC M PT AL FF 9S/A8.1 9/A8.1 1O/A8.1 - D - KP 121 F 3'-0" X 7'-0" 1-3/4" SC M PT AL FF 9S/A8.1 9/A8.1 1O/A8.1 - D - KP FINISH SCHEDULE # Room Name Floor Base Walls Wainscot Ceiling Casework Counters Remarks N E S W Ht. Mat/Fin Ht. Mat/Fin 101 CUSTOMER LOBBY CT CT ST/GE GE ST/GE ST - - 10'-0" AT - - - 102 RENTAL COUNTER CA TS GE GE GE GE - - 10'-0" AT PL PL - 103 CASHIER CA TS GE GE GE GE - - 8'-0"- 104 LOST/ FOUND CA TS GE GE GE GE - - 8'-0" AT - - - 105 MANAGER'S OFFICE CA TS GE GE GE GE - - 8'-0" AT - - - 106 ASS'T MGR'S OFFICE CA TS GE GE GE GE - - 8'-O" AT - - - 107 BREAKROOM VCT TS GS GS GS GS - - 8'-0" AT M PL - 108 STORAGE VCT TS GS GS GS GS - - 8'-0" AT - - - 109 HALL VCT TS GE GE GE GE - - 8'-0" AT - - - 110 EMPLOYEE WOMEN CT CT GS GS GS GS 7'-0" CT 8'-0" GS - SSV - 111 JAN Sc TS GS GS GS GS - - OPEN - - - - 112 EMPLOYEE MEN CT CT GS GS GS GS 7'-0" CT 8'-0" GS - SSV - 113 OPEN OFFICE CA TS GE GE GE GE - - 8'-0" AT - - - 114 COPY ROOM CA TS GE GE GE GE - - 8'-0" AT - - - 115 CUSTOMER FAMILY CT CT GS GS GS GS 7'-0" CT 8'-0" GS - SSV - 116 HALL CT CT GE GE GE GE - - 8'-0" AT - - - 117 CUSTOMER WOMEN CT CT GS GS GS GS 7'-0" CT 8'-0" GS - SSV - 118 CUSTOMER MEN CT CT GS GS GS GS 7'-0" CT 8'-0" GS - SSV - 119 MECH. ROOM SC - GS GS GS GS - - OPEN - - - - 120 ELECT. ROOM SC - GS GS GS GS - - OPEN - - - - MATERIALS FINISH I FLOOR MAT/FIN BASE MAT/FIN WALLS MAT/FIN CA CARPET CT CERAMIC TILE GE GYP BD. / EGGSHELL PT. SC SEALED CONCRETE TS RUBBER TOPSET GS GYP BD. SEMI -GLOSS PT. CT CERAMIC TILE ST STOREFRONT WINDOW/ FF VCT VINYL COMPOSITION TILE WAINSCOT MAT/FIN CEILING MAT/FIN CT CERAMIC TILE AT ACOUSTIC CEILING TILE GS GYP l SEMI-GLGL OSS PT. COUNTERTOPS MAT/FIN TRIM MAT/FIN CASEWORK MAT/FIN SSV SOLID SURFACE VENEER M MELAMINE w/ PLAS LAM IDRS, DWR FRRONT PANEL PL PLASTIC LAMINATE MIT 11��CJI1�l,-tu 6 I 1'T C I T T 'fir II T Ttu a SF3 II �I fI If II If li T T II fl Ii SFS F LV LOUVER 61111 III f T III III III I T T T jl� T T O O r- LINE OF FINI5HED FLOOR FX1 FX2 VL1 VIEW LIGHT 5" VL2 VEW LIGHT T SFIN R_1 LU K DEMATTM ASSOCIATES ARCHITECTS AIA 15.5.5 BA'YSI ORE d-I'R Y #300 BURLIP§3C AME - CA --- 94010 `rEL (650) 692-9911 FAX (650) 692-0181 F i i G f t R NO. REVISION DATE IT IS THE RESPONSIBILITY OF r THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION,' DOCUMENTS BEFORE COMMENCING` ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY ' BE REPORTED TO THE ARCHITECT i E t I f As z X s_ n Lam. o ' DATE +� JOB NO Ae..2 SHEET 5 OF 19 e 1/8"= ii- nn 1/81p= 1'- 0" 1/8"= T- 0" 1/8 1,_ 0„ ADMINISTRATION NOTES. 1 METAL FASCIA PANEL 10 CONCRETE SLAB (SEE METAL BUILDING DWGS) (SEE STRUCTURAL) 2 METAL SOFFIT PANEL 11 CONCRETE FOOTING FOR STEEL FRAME (SEE METAL BUILDING DWGS) (SEE STRUCTURAL) OMETAL ROOF PANEL (SEE METAL BUILDING DWGS.) ® DMA. STEEL COLUMN EIFS (SEE STRUCTURAL) (S SCUPPER (SEE METAL ALUMINUM STOREFRONT BUILDING DRAWINGS) O5 WINDOW SYSTEM 4'-0" HIGH X 12'-9 1/4" WIDE ALUMINUM STOREFRONT O ILLUMINATED CANOPY SIGNAGE O SLIDING DOOR (LLUM) O CMU BENCH W/ PRECAST CAP 1rj 2'-7 1 /2" HIGH X 8'-6 3/8" WIDE ILLUMINATED BACKWALL SIGNAGE (OFOI) STEEL RIGID FRAME (SEE METAL BUILDING DWGS.) STEEL PORTAL FRAME (SEE METAL BUILDING DWGS.) DOWNSPOUT a (SEE PLUMBING) O 8 16 32 BLUNK DEMATTEI ASSOCIATES ARCHITECT AIA 1555 BA YSi- ORE i-tWY #300 i TEL (650) 692--9911 FAX (650) 692-0181 I I , 4 ;a F I t A3,1 SHEET 6 OF 19 * 151--111 +I01-011 FACADE P05T 51-011 PREFINISHED METAL SOFFIT AND FASCIA PANELS � SUPPORTS - SEE MET. BLDG. 0655. MAIN FRAME DOWNSPOUT (BEYOND) SEE MET. BLDG. DW65. FOR DETAILS (TO BE SIZED BY PLUMB. ENGINEER) 12" WIDE CMU 5PLIT- FACE CMU BENCH i W/ 14" AIDE PRECAST STONE CAP DOWNSPOUT CONNECTION TO PERIMETER DRAIN - SEE PLUMB. DWG5. PERIMETER DRAIN SYSTEM - SEE CIVIL DWGS. GRADE �, I SEE CIVIL (6 R,1 i GAP FLASHING - SEE MET. BLDG. OA, 65 E l BACK PANEL SEE MET. BLDG. DWG5. FOR ROOF STRUCTURE AND ROOFING; SEE MET ROOF Of . DWG5. FOR SCUPPERS, SEE A2.1 F R SOF DEPTH 1°=1'-0" MAIN FRAME SEE MET. BLDG. DW65. FOR DETAILS CONCRETE SLAB SEE STRUCTURAL DWG5. FOR DETAILS THICKENED SLAB EDGE BEYOND SLOPE SLAB FROM MAIN FRAME FOOTING BUILDING FACE, TYP. SEE STRUCTURAL DWGS. <------ FOR DETAILS 1/6"/FT. MIN. d d I a I I d q a- a d Ll v a, d up d. a a d : lli tu d n . io 1/8" = 11_ 011 O S 16 32 1 METAL FASCIA PANEL 1® CONCRETE SLAB (SEE METAL BUILDING DWGS) (SEE STRUCTURAL) L METAL SOFFIT PANEL 11 CONCRETE FOOTING FOR (SEE METAL BUILDING DWGS) STEEL FRAME (SEE STRUCTURAL) ® METAL ROOF PANEL (SEE METAL BUILDING DWGS.) ® STEEL COLUMN ® EIFS (S E SA. (SEE STRUCTURAL) SCUPPER (SEE METAL ALUMINUM STOREFRONT 13 BUILDING DRAWINGS) OcJ WINDOW SYSTEM 4'-0" HIGH X 12'-9 1 /4" WIDE STOREFRONT ® ILLUMINATED CANOPY SIGNAGE ©ALUMINUM SLIDING DOOR (OFOI) O CMU BENCH W/ PRECAST CAP ® 2'-7 1/2" HIGH X 8'-6 3/8" WIDE ILLUMINATED BACKWALL SIGNAGE (OF01) STEEL RIGID FRAME ® (SEE METAL BUILDING DWGS.) 18 STEEL PORTAL FRAME (SEE METAL BUILDING DWGS.) DOWNSPOUT 9 (SEE PLUMBING) V NA : . . 1 .a C ARCHITECTS Al BAYSHORE HIVVY #30 TEL (650) 692- 9911 FAX (6 50) 692-0181 I E i . � a i 4 f- I F 4 s f k k• N0. REVISION DATE IT IS THE RESPONSIBILITY OF I THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH -THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING. ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES , DISCOVERED SHALL IMMEDIATELY i BE REPORTED TO THE ARCHITECT 1 1. k r: I I F f 1 I ,ygypp m it <Zoo 5W < 1Y,Y DATE JOB NO. 1 /14/04 20464 1"=1'- 0° SHEET 7 OF 19 FOR CONTINUATION OF DIMENSIONS, FOR CONTINUATION OF DIMEN51ON5, k 5EE EMPLOYEE TOILET ROOM PLAN 5EE GU5TOMER TOILET ROOM PLAN q'-2 I/2" I6-I0 1/2" 2'-21' 4 I , �rHIs �T f-i- r+rTr FOR CONTINUATION I� ! r i _I_ - r� j�-- rT _ _ OF DIMENSIONS, -F.- r n r �1 rr�r? (f 5EE GUSTOMI=R Ii-i� ;: rrs�lr T`- ;�}1 C T PL -i- : I I _r _ t ? �_ r t_ _ x _ - -T ?-ITS I (Tr -I-r- - (- I T! ,--? r�- -, - ' . I I _ t �� -I-l-rr! r ~ -,- I- T i_r- ' (\\j -?-r- 1-I-rT-MI5- _-TT-! -1_r_ i r_ _I r ' rr_ _-; _ 3-+ �T � -TT- �;_ 1 ?-r �t-� - � r-I�_. �--� 1 ! _ rIf n 1--� YI � --�-i- � -I-1T� �-r_ : �.0 EMA``T'EI 1 O-I - I O 1 rT r_i t-QASSOCIATES Ni,- a �'9 I - - _ _ _ �-_ ;.� f I )✓ 1 , _ - �a- -�-�r�T � ' ` (-r-i-r l i n t �f�t LG ' rrTr 1 r 1 _ �T � � -� - - - - -,- - - � r- _ T-, _ _ , r-,-r-,- -,-'-{�r �i I _ i (� � �- � A �TEa � .A�e� i-j ' _ ~t _ r-1-1_i-t ' f `I-r--: I � _ t-i-� � . r i 1-r I _r - ry r S � ---' -- - NI - ---- - I I r r( ( $, I�TI d r - l - - '-i+� ` ? fin- - - rT I i i 1 _�f ! ,_i �s , FiiA. Y sf i%�E t V�/ Y #34C� -r , : - -r �I T�. _ i 1 I r ' (T �T1rT �I _ ( i I - - -' 1 T� I n i 1 f _r r . liT�t q _ t _ .�4=r�r-r :3'� r �'f, I ire T r ii: I�rI _ �_ = T I r T t ! =r TiT' i - I- _ _i=,_, _ r ! r-! =1- -F - -i I r t - s7r Ir T r�t-r t T T r I I? l rl TT i v 11 1 T�7- I -{ --- ---t-�-r-----t�IN _ � �_ �__� � � �i�n�1 ;_t�T I rI -i �r r I rr-I�-r, r- i� �- '�'E�. (5.�i3) 692--991i _ r- T' � - - � r - - -- r- r- !_ f 8'-2 1/2" -! IG� _ I -n- t l-( 1 t. - -r i { LT I ! ( r-I 1�T �Li -r t n r 'l. i Tr 1 rl ...r� f 1 ttiC�5f�!i�2- Gi'i3� �-�_i � o 0 0 �r� �! i�;TTl- ii� _ x 1 - -- -- 1 r� _ ®' ; I ` r rii i�rr r r i fl U _ • rr, , n ' r ! I r r m T _ LC�t`GE �� - � - - dC r,rr z a , -- - -rr r _ 1_ r r Tr-r_I � �a' _ _ _ i ! r1-!�! _r�r- ?-' ! I r-�n_ - , �: ! _I_ �r -r- ��? r-rl- r zv! 7� rr I f i r I n _ x - �ir-. 1-! -' I�_� � ._-`_{,� _ _ _ I r r '� �1 IN , Tom_ I -r-r=r P�1g M 1Q i� A r`! 7TTF T-l=r=i-r-i-t- - _ ' t I �--7V-I_1"T ,�..__', 4±I. �I '_--- - '- -- - -- I irTTI-III 1 1 r [ - T '.� _ i l - T-t n r I I T.1 r ! t -,. it I _ ! �rT - - - �_ - r �rn- ,� -! i-i 1 F n rf IT n '�-r� f_ r r - -r r = i T I i i _r�! rr err n-, I t j r= - r ram- - :�ru�, axrm..7tc:'� - a^s� '- .:� '''sue. ` `�'=i-�r - - - - - �•I-,-�4�4-, rl _ •^�,, , T ;�11 I r :-: x I T I -(. I:_Ij_ r I I r- t Tr t-i f' - it r :; - - - r i-� ii T ? 3::I r { i_L1T��r_�- T j _f-I �C _ �+ - - - T ? I r _I I� _ T _ I r IT� r (T r T .A Tl T 1 r iTL --I - r II - - - r - I r o o' l ( �!^C 1-r T- I I I r T_ Tl-r ! I (�rT- T °t l I I -T 1-r r t r I I i- � ', rtI�I- _ � - - -- t - -- -� -i- - tf?tile/Ii� t-ETiT`x t- i L i i- r -i --r n - --- - -? -- -- r r� i( cY - - o F�fi - - - - - -- � � �, I t-rT-i�• r� i! �, , i_I �-r� r-i-r-I-- ! TI ! r- I r= _' I I I r �T � ! r I �r�. I ?-fir-I I � E- - �.� 3 � I-n r T T ! i-r i--iT ' J� - t -r-i- I t r1 - _� _ I_I?- r r TT - ` - - '�� -' - - - - III _ r 1 i i - - -' T i .' _ 1T-I n- r r 1 1 a ITT 1I r ��I t� 1 �I-r�- i 11-, � f I (-�� j r jam- J I- i �- r r -, - r'ITTI--r f - - - - - _I rT I-I-i . - - - � - T.li _r .� L� rT ! . ?-r T �� >T i r? �. !1_n )_i (? 1 _I I 11�1 I-�� i �ri I rT ! T - FIXTURE LEGEND � -r-- -� r- � tT � r-t• i � . �' r r I r - � - --, - � ---- 1 , •_ :. 7 I= � , -r- �- - -�- , i I � �_ -� �rT-r-r �� JAN � � I-�-' - t�-r=- -- -rl--I ='-rr (-- - - _ I , -i� _ _ � --� -r-�- � 5 _r_' _! _ �r�r� � E I I �1 (, fTT:_ ! f tT rI� ` -- ' -- -- - - - µ -r - _L 111 r r ' I - - - - _ - 1 WATER CLOSET - SANITARY DISPOSAL -___� � -, _ >; � r_ � I �._ � , -1 I --� 1 -1- � ? �-. -1� _I�r� 0 t _ � �i Ti�� iP�L�N_i r�r� 0 � ��II �' ��, i ,� �r -- -;�- --,- I O I--�_ - or_!, T_ T� ►i _ I! 1 o [ f i�I 7 i 1- C f_ ��r I I I r 1®/A14.1 T _ TT _ [ w E : r r �+ SEE 5/A14.1 & 9/A14.1 ?-T,- ! ! T r- - �1 ��=R� - - - 1-r-r t-r r I- - ,c o - I PART i- f- - - ® TOILET , I J i T T SHOWS GRAB BAR # LENGTH ® FLOOR M SEA' 9/A . (W HOSE BIBB 1� FOR CONTINUATION OF DIMENSIONS, 51-3 2'-3" LAVATORY SEE VA14.1 & 2iA14.1 LOCKERS (C.F.Cl) 5EE EMPLOYEE TOILET ROOM PLAN ® TOLET PAPER DISPENSER - a FLOOR DRAIN SEE 9/A14.1 Y I CUSTOMER TOILET ROOM PLAN ► EMPLOYEE TOILET ROOM PLAN ► ® CO�TERTOP - SEE VA14.1 # URINAL -SEE 9/A14.1 - - � WALL NIVTD FI3{T 1/4"=T-OA ADMINISTRATION BUILDING 1/4p=1'-o" ADMINISTRATION BUILDING 1/4"=Y-o° © SEE ELECTRICAL tr 10% 00% M r P L A N T SEAT COVER DISPENSER ® DRINKING FOLW - SEE 11/A14.1 ADMINISTRATION BUILDING PAPER TOWEL DISPENSER/ DISPOSAL- t SEE �/A14.1 (ft BENCH � CHAING�IG TA�.E ® SOAP DISPENSER tC.F.Cli i 12 42 36 O SANITARY NAPKIN DISPENSER 3 8 3 14 8 9 5 3 13 21 Aa.l 13 8 3 2 4 12 1 7 4 1 2 7 7 1 13 4 3 9 5 6 SEE 1O/A14A � 10/A14.1 :.- . CLOTHES . - @ ACCESSIBLE STALL I: 1 r r - T OPEN i -r - _ 0 r] � NOTES N0. REVISION _ DATE r- IT IS THE RESPONSIBILITY OF �r �r 1. MULTIPLE ACCOMMODATION TOILET ROOMS SHALL COMPLY WITH THE CONTRACTOR TO VERIFY ALL U _ - ft cn = - FLORIDA BUILDING CODE, CHAPTER 11. FIELD CONDITIONS AND COMPARE m v f THEM 4VI fH THE CONSTRUCTION I-E �� N r I _r-r�-�_ 2. ALL PLUMBING ACCESS PANEL LOCATIONS SHALL BE SUBMITTED DOCUMENTS BEFORE COMMENCiNG �)Tr �Tr_ t-i-i I I i �i r r rt - t TO ARCHITECT FOR REVIEW PRIOR TO LOCATION IN FIELD. ACTIVITIES. ERRORS, OMISSIONS l 3. COORDINATE RECESSED TOILET ROOM ACCESSORIES WITH OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY yyE,-� NORTH EAST SOUTH STUD WALL FRAMING. BE REPORTED TO THE ARCHITECT II 4. REFER TO SHEETS A2.1 & Al2.1 FOR WALL TYPES AND ADDITIONAL -- Aa.l DIMENSIONAL INFORMATION. , 5. SEE SHEET A9.1 FOR STANDARD ACCESSIBLE DETAILS WOMEN OCUSTOmER I T ELEVATIONS AND INFORMATION. ROOM #�17 FOR ACCESSIBILITY STANDARDS, SEE DETAILS ON SHEETS A9.1 & A14.1. 1/4"=1'-0" 36" 42" 4211 36" 3 8 3 6 9 5 3 17 17 1 7 13 7 1 4 7 1 2 4 3 3 8 13 13 21 Ae.l 14 9 5 3 6 8 10 O 2 4 12 1 7 4 1 2 7 0 - � ' - r._._ I 1 1 T I r r -ram IF r- _t r�� -1 Tr � I ��-r -i i i OPEN 0 Al 0 e - - - o TT- rT H--i I- I f , -r-r HH-U t NORTH EAST I2 SOUTH WEST NORTH EAST SOUTH WEST 14. A18.1 M- N SCUSTLOO)MERTOIL T ROOM ELEVATIONS FAMILY TOILET ROOM ELEVATIONS ROOM #118 FOR ACOESSIBILITY STANDARDS, SEE DETA�S ON SHEETS a: z 0. A9.1 & A14.1. 1/4A=T-O" ROOM #114 FOR ACCESSIBLITY STANDARDS, 'SEE DETAILS ON SHEETS A9.1 & A14.1. 0 maggam 4211 36° 42" 13 10 14 8 8 3 9 7 1 4 13 7 2 1 4 7 1� 12 4 2 3 3 8 A8.1 8 T 2 4 12 1 7 4 1 2 7 13 17 5 6 3 9 14 �a.I 8 u_ _ T. ! 111Tr ---r- r TT F Ft_ - !- �.. 00 o - I DATE JOB NO. FIF I� r I Ir - ! �i � ��s�4i4 ��4�4 -rr - WEST NORTH EAST II SOUTH WEST NORTH EAST II SOUTH Aa.1 Aa.l 'S EMPLOYEE TOILET ROOM ELEVATIONSMEN S EMPLOYE TOILET ROOM ELEVATIONS g Ij _ 1/4"=1'- 0" FOR ACCESSIBILITY STANDARDS, SEE DETAILS ON SHEETS A9.1 & A14.1. 1/4"=1'- Cf" ROOM #110 FOR ACCESSIBILITY STANDARDS, SEE DETAILS ON SHEETS A9.1 & A14.1. ROOM #112 SHEET 8 of '» _L__ L__ ____ I Lit -ni _f 1 /1111 Lihl_u V at-f, cul-v winr 2'--1 1/2" HIGH X 8'-6 30' WIDE i T FrT F FT-1 71- t FT TF! F EE -I 1 F - - - - - - - L - - - - - - i L- - - - SOUTH WAI I WAY I nrKF-R ELEVATION 51-411 REF'II vertu it �ieri0 mi NORTH -BREAKROOM ROOM #107 1/4"=l'-O 1/4`4-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - '94010 imrEL (650) 692-9911 FAX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z z w 0 U. < TO A L'L < zoo z < U-U- 2:4-1 w Ix > < 0) cq ::,-, DATE I JOB NO. 12/14/04 1 20464 RENTAL COUNTER ELEVATION --- 1/4"=l'-O" SHE[----[ 9 OF 19 l REFLECTED CEILING PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS, CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES, PRIOR TO PROCEEDING WITH THE WORK. 3. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 4. ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 5. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 6. GENERAL CONTRACTOR SHALL VERIFY REQUIRED CLEARANCES ABOVE CEILING FOR SPECIFIED FIXTURES PRIOR TO ORDERING FIXTURES. 7. ALL DOWNUGHTS SHALL BE CENTERED BOTH WAYS ON A FULL CEIUNG TILE UNLESS OTHERWISE INDICATED. 8. SUSPENDED ACOUSTICAL CEILING SHALL BE MOUNTED AT 8'-O" UNLESS OTHERWISE NOTED. 9. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CEILING SYSTEMS SHALL CONFORM COMPLETELY TO FLORIDA BUILDING CODE SEE STRUCTURAL DRAWING FOR INSTALLATION REQUIREMENTS. 11. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 12. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. ADMINISTRATION BUILDING REFLECTED CEILING PLAN , 1/8'=i'-U" 13. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. 14. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16" OF WALLS. 15. LEVELING OF T-BAR, TILES, LIGHTS AND GYPSUM BOARD CEILING SYSTEMS SHALL BE BY LIGHT LASER. 16. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 17, CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES INVOLVED TO INSURE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS. ETC. NECESSARY TO MAINTAIN THE SPECIFIED "FINISH CEILING HEIGHT ABOVE THE'FINISH..FLOC)R SLAB AS NOTED ON THE AWINGS. DRCLARIFY ALL CONFLICTS 'WITH THE ARCHITECT FOR DIRECTION. 18. CONTRACTOR MALL VERIFY EXISTING FIELD CCNIDITIONS. AND LOCATION OF ALL PLUMBING. NEW MECHANICAL DUCTS. AND ANY AND ALL OTHER EXISTING CONSTRUCTION. CONTRACTOR :SHALL INSTALL ALL `NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS. ETC. SO AS NOT TO CONFUCT WITH LIGHTS AND ALL EXISTIN"ONSTRUCTION. UGHTS AND OTHER FIXTURE LQCATIONS AS SHOMi .. ON REFLECTED CEILING PLAN SHALL NOT BE MODIFIED UNLESS OTHERWISE DIRECTED BY ARCHITECT. 19. PROVIDE SMOKE DETECTORS AS REQUIRED TO MEET ALL CODE REQUIREMENTS. 20. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT COMPLETION. 21. PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF SANFORD FIRE DEPARTMENT. 22. SEE AO.1 FOR GENERAL AND CONSTRUCTION NOTES. ❑O 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T-8 LAMPS, 9 CELLS) �Q 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T-8 LAMPS, 18 CELLS) 8 (--�� 2-TUBE FLUOR. STRIP LIGHT W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) 8 (- WALL -MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) (LITHONIA UN W/ WIRE GUARD) 0 4 CEILING -HUNG FLUORESCENT FIXTURE W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) (LITHONIA AFP W/ WIRE GUARD) 2 UNDER -CABINET FLUORESCENT (NUMBER INDICATES LENGTH IN FEET) (LITHONIA LC) RECESSED DOWN LIGHT (LITHONIA LP8F) 40OW METAL HALIDE FIXTURE (LITHONIA THP - HIGH BAY ® 16'-0" AFF) �- 40OW EXTERIOR METAL HALIDE WALL PACK (LITHONIA TWH - MOUNT PER EXT. ELEVATIONS) ® HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL ® HVAC EXHAUST GRILLE - SEE MECHANICAL ® EXHAUST FAN - SEE MECHANICAL r, ; ASSOCIATES ARCHITECTSAIA 00 0 TEL (650) 692-9911 FAX (650) 692---0181 Au.1 SHEE r 10 OF 19 O 8 16 32 12 GAUGE HANGER WIRE ® METAL WALL _ { (4) OPP051NG LIGHT PANEL BEYOND �.- FIXTURE CORNERS SEE MET. BLDG. �— 5TRUGT. ABOVE SHOP DWG5. LIGHT FIXTURE 5/5" MOISTURE RE51STANT GYP. BD. RETURN NOTE: FIXTURE SHALL BE GYP. BD. AT WINDOW JAMB ATTACHED TO THE WINDOW METAL RUNNER (TRACK) SUSPENDED CEILING W/ SEE 50HEDULE _ POSITIVE CLAMP SOUND BATT INSULATION DEVIGE5 Ix WD SILL W/ HOLD VERT. STUDS 1/2" FROM , BULLN05E - PAINT 5TRUCT. - SET STUDS L005E IN MAIN RUNNER BULLNO5E CERAMIC TILE BASE CHANNEL RUNNER (REVERSED) SEAL JOINT @ GYP. BD. SEE MET. BLDG. 5/5" GYP. BD. o/ STUDS (U.O.N.) SHOP DWG5. WALL TYPE PER 50HEDULE FULLY SEAL . LUN DE ATTEI 5UPPORT5 AT LAY -IN SURFAGE-MOUNTED LIGHT FIXTURES: +3'-4" ALL JOINTS ASSOCIATES OL,7 -O A.F.F. CEMENT BACKER BOARD �y CMU WALL -- ARCHITECTS .CIA A TYPICAL 12 GA. HANGER WIRE SHALL BE INSTALLED AT 4 OPP051TE CORNERS OF A `�p�I•gIN. BLDG/ FURRING 2'-0" X 4'-0" LIGHT FIXTURE (4 WIRES PER FIXTURE). IN ADDITION, EACH LAY -IN FIXTURE ` — 1555 B,d YS --i RE i-li� Y �i�300 ; SHALL BE FIRMLY AFFIXED TO THE'GEILINCG SUSPENSION SYSTEM IN/ AN ATTACHMENT ? BACKER ROD ' ' I � ' BURLINC; . E — CAA -- �� s��0 .� 5/5" TYPE 'X' GYP. BD. i s®) t �'� DEVICE HAVING A CAPACITY OF 100% OF THE LIGHTING FIXTURE WEIGHT IN ANY _ SEALANT 9 . DIRECTION. �+ FAX(60) 62- t3'l 1 20 GA. G5M SEE REFLECTED CEILING PLAN y IF HEAVY -DUTY MAN RUNNERS ARE USED, 54A'PLEIVEN'TALGFLASHING W/ HAS ARE :- - -. ° . ° . FOR CEILING TYPE. NOT REQUIIRED FOR LIGHT FDCTI111ES I:ESS THAN 55 POUNDS, DRIP EDGE WHICH ARE BY THE MAN RtINNJEF3& ,ANY FDff ACE SUPPORTED BY CROSS SEALANT SEE 3 FOR ADO'L INFO. RUNNERS SHALL HAVE 12 GA. WARES N EACH CORNER N AMnION, EACH LIGHT FDCTURE' OVER 0 POUNDS SHALL HAVE 2 ADDITIONAL 12 CA. Wl:IIES TO STRUCTURE ABOVE WHICH MAY BE SLACK. EXTERIOR INTERIOR . LIGHT FIXTURE CONNECTION RULLNOSE TILE WINDOW SILL FULL HEIGHT PARTITION "� 4 F A A8.1 ® SEE STRUCTURAL DRAWINGS ' FOR NTS 12 3'=1'- 0" 3"= 1'- 0" PLAN INDICATION SEEM-0-EL LELEFEEL - - 3"=11- 0" ` CALCULATIONS AND ADDITIONAL 'INFORMATION I� NOTE': CLA551FICATION OF THE GRID IS HEAVY-DUTY t E UNISTRUT Pa00=' NOTE: F COMPRESSION STRUT CERAMIC TILE o/ DRY -SET PROVIDE NO. 12 WIRE DIAGONAL ATTACH TO MAIN RUNNERS W/ OR LATEX PORTLAND CEMENT ! SEISMIC BRACING ®MAX. 8'-O" O.G. 1/4" BOLT t TO STRUGT. ABOVE. MORTAR BOND GOAT METAL WALL PANEL z ALTER 450 WIRE FROM CEILING COMPRESSION STRUT SEE MET. BLDG. SHOP DW65. TD STRUCTURE ABOVE. SHALL NOT REPLACE - CEMENT BACKER BOARD I MASONRY FLASHING HANGER WIRE SEAL ® MORTAR BED AND ALL SEE MET. BLDG. SHOP DWG5. 1 VERTICAL JOINTS. MEMBER 50REW5 t 450 SEE MET. BLDG. SHOP DW65. 1 , , , FIN. CEILING LINE 450 12 GAUGE SPLAY WIRE5 FLUSH COVE TILE BASE ® 45° ANGLE - { BASE CHANNEL - SEE ATTACH TO i MET. BLDG. SHOP DW65 STRUCTURE ABOVE. WRAP EACH WIRE THIN5ET CERAMIC, TILE MA50NRY ANCHOR - E SEE STRUCTURAL 4 FULL TURNS +3'-4" 1 2" 2�� EACH CONNECTION -- - MAINFRAME COL. MAX. MAX. 4-- MAIN RUNNER - BEYOND 5/5" GYP. BD. o/ MET. STUDS OR055 RUNNER a I FOR ADDITIONAL INFORMATION i5 SPLAY BRACING OCCURS @ 12'-0" EACH a ! CMU WALL DIRECTION IN ADDITION TO 12 GA. HANGER 4 WIRES 4'-O" O.G. EA. WAY WRAP EACH Q NOTE: SEE 12 FOR TYPICAL NOTES I SEALANT WIRE 4 FULL TURNS @ EA. CONNECTION. EXTERIOR E INTERIOR - PROVIDE BRACING S" MAX. FROM PERIMETER WALLS. -- CEILING TILE BASE SILL @ CMU WAINSCOT 3 TYPICAL PARTITION 15 SEE STRUCTURAL DRAW�IGS FOR NTS 3°=1'-0" 3"= 1'-0" PLAN INDICATION - - 3"=1'-01, :- CALCULATIONS AND A ITIONAL' NFORMATION NO. REVISION DATE NOTE: CLASSIFICATION OF THE GRID 15 HEAVY-DUTY IT IS THE: RESPONSIBILITY OF JAMB BEYOND THE CONTRACTOR TO VERIFY ALL CONNECT WIRES FIELD CONDITIONS AND COMPARE' • THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING TO STRUCTURE ACTIVITIES. ERRORS, OMISSIONS ABOVE A5 REQUIRED. DOOR 5/8 TYPE X GYP. BD. OR ANY OTHER INCONSISTENCIES ` 450 DISCBE ROVERED EPORTEDSTOL THEARCHIIATELY TECT 450 �--- CR05 RUNNER FIN15H FLOOR FULL RUBBER - (SEE FIN15H SCHEDULE) , ADJUSTABLE SWEEP 5 5/8" x 25 GA. MET. STUDS 24" O.G. - USE 6" STUDS ® ALL TOILET PLUMBING WALL5 #S GA. BRACING 1/2" MIN. THICK MARBLE PEMKO 192, Iq5 + lab 45° WIRE @ 450 AS THRESHOLD THIN5ET SHOWN 5'-O" D.G. MILL FINISH ALUMINUM THRESHOLD SET IN 45° MAX. '(TYP.) ®� FULL BED OF MA5TIG XQ < FIN15H FLOOR - CERAMIC TILE THIN5ET �i SEE SCHEDULE 1 2° 2° MAIN RUNNER .� USE WATER-RE515TANT GYP. BD. ALL RE5TROOM5 ABOVE iM 1/4" R15E ( WAIN5COT. USE CEMENT BACKER GR055 RUNNER (TYP. EA. SIDE) o BOARD @ ALL TILE APPLICATIONS. I "MAX. "MAX. \ w/ 45° BEVEL O NOTE: SEE 1 S � GONG. SLAB FOR ADD'L INFORMATION. CLG. � E ��- STARTER WALL TILES OPPOSITE WALL ANGLE MOULD A EM LY THRESHOLD @ R TROOMS THRESHOLD - EXTERIOR TYPICAL i I I -I 14T® A CEILING SS NTS 10 3 i'- O„ 3 i,e ®„ 3" 45° 45° 12 GA BRACING WIRE 45° A5 SHOWN @ B-PIECE KNOCKDOWN �` „ METAL FRAME w/ S N x S H GMU WALL 4'-0" D.G. MAX. (TYP) FACTORY FIN15H SEE STRUCTURAL - GYP. BD. o/ I I/2" (TYP., U.O.N.) — -- - SOUND BATT INSULATION ;�- FURRING CHANNELS CONT. RESILIENT 2 -O O.G. w/ TOP 4 BOTTOM RUNNERS SOUNDPROOFINGcc BASE - SEE FINISH SCHEDULE FOR FURRING @ CMU SEE 13 POWDER SET PIN T - _ !@ 24" D.G. (TYP) LL 450 45° RIGID INSULATION , RIGID INSULATION - ACOUSTICAL 00 CAULK ALL JOINTS N/ SEE 5PEGIFIGATION5 SEALANT O/ BACKER ROD (TYP.) IL LL ACOUSTICAL SEALANT AND TOOL SMOOTH GONDITION ® TILE FOR BASE 4 FLOOR SEE PLAN SCHEDULES - — MET. STUD WALL w! FINISH SEE SCHEDULE - GYP. BD. EACH SIDE DATE JOB NO. GYP. BD. D/ / 12/14/04 20464 7/S FURRING CHANNELS W/ GLIP5 @ 2'-0" O.G. 0/ NOTE: SLOPE =_ -_ F.F. BEYOND i I/2" X 22 GA CHANNELS ® DIAGONAL BRACING ABOVE CEILING �-- - _ X 4'-0" O.G. LOCATED AT DOOR STRIKE SIDE (TYP) Y . I I Y U RIN @ CMU TYP. DOOR JAMB EXTERIOR CMU BASE TYPICAL ITI N BA %`5% E 17 N INDICATION 3"= 1'- 0" 3"= 1'- 0" 3"=1'- 0" 3" =1'- 0" HALF SCALE PLAN HEAD SIMILAR SHEET 11 OF 19 E�L I E Emil E 5GHED. )R GLG. HT. 5/8" GYP. BD. 0/ 3 5/8" X 20 GA. MET. RUNNERS. BACK TO BACK. ATTACH TO BLOCKING AS REOV. SEE PLAN FOR WALL TYPE KNOCKDOWN FRAME w/ FACTORY FINISH 3/8" CLEAR TEMPERED 6LA55 TRIM TO BE TIGHT TO GEILING HEAD 12 VERT. C FLOOR FIN15H - SEE FINISH SCHEDULE 5/5" CLEAR TEMPERED GLA55 KNOCKDOWN FRAME w/ FACTORY FINISH POWDER SET PIN 24" O.G. (TYP) 3..E_0• (11 PLA5. LAM. COUNTER TOP o/ 5/4" PLYWOOD 30" N CONT. 2 x HALL LEDGER ( 20" x 20" x 1 1/2" AIDE x 1/4" 5TL ANGLE w/ 450 BRACE 4'-0" O.G. MAX. COORDINATE w/ FILE CABINET LOCATIONS. PROVIDE 3 x 3 T5 WALL SUPPORTS ® EA. LOCATION. PAINT TO MATCH ADJ. WALL. �---FILE CABINET (O.F.G.I.) EIFS EXT. 5HEATHIN6 A/ I" THICK MEP5 BD. 0/ 5/8" EXTERIOR GYPSUM 5HEATH'G 0/ METAL STUDS. 5EE —� STEEL AHERE OCCURS FOR EDGE OF EIF5 BELOW ® BASE NOTE: SEE SHEET A3.1 FOR LOCATION ONTROL JOINT WINDOW HEAD @ E.I.F.S. E.I.F S S EXT. STUD WALL W/ INSULATION 4 EIF5 DRAINAGE STRIP PER EIF5 MFR'S REOT5 CONTINUOUS ALUMINUM CLOSURE ANGLE 0/ GYPSUM SUBSTRATE AT HEAD $ JAMB CONDITIONS 3"= f— OA EXT. STUD WALL V9/ INSULATION 4 EIF5 FOR ADD'L INFO SEE CONTINUOUS ALUMINUM CLOSURE ANGLE BACKER ROD -A SEALANT (TYP) AUTOMATIC 5LIDING DOORJAMB BACKER ROD SEALANT (TYP) -- =FINISHED MET. SOFFIT VEL5 s SUPPORTS BY (. BUILDING MFR. )CK A5 REQUIRED LING - SEE A2.1 4 A&.1 +�, Z TYPE, LOCATION 4 HEIGHT�-A +10'-0" A.F.F. (TYP. U.O.N) JMN. DRIP FLASHING @ HEAD __LY SEAL/ CAULK ALL JOINTS EXTERIOR (1 -0) 10 STOREFRONT WALL HEAD METAL JAMB SIM. JAMB SIB JAMB SIM f EIF5 EXT. SHEATHING SEE SPECIFICATIONS SEALANT 0/ 3/5" CLEAR TEMPERED GLA55 BACKER ROD — — — — — — — — — a KNOCKDOWN FRAME A/ I .: FACTORY FINISH SLAB DOOR -SEE SCHEDULE - � S�LO_PE a m T. MIN: a M BACKER ROD 4 SEALANT AINDOA HEAD BACKER ROD $ SEALANT W/WEEP TUBES PER EIFS MFR'S REO'T5, AND CONTINUOUS FLASHING (TYP) a 4 • 3 4-0 Ei ALUMINUM 5UB-51LL W/ 'LIFT PREVENTION LIPS OVER SLOPED EP5 BOARD INDOW SILL ACKER ROD -ALANT +3'-2" ,� r A.F.F. FS EXT. SHEATHING 'THICK ® BASE 'METAL STUD WALL F5 COMPATIBLE ELA5TOMERIC SEALANT 304— 0" EXT. STUD WALL W/ INSULATION 4 EIF5 DRAINAGE STRIP PER EIFS MFR'S RE075 CONTINUOUS ALUMINUM CLOSURE ANGLE 0/ GYPSUM SUBSTRATE AT HEAD $ JAMB CONDITIONS BACKER ROD $ SEALANT A MET. FRAME W/ FRAME ANCHORS PER MFR'S REO'T5 BACKER ROD 4 SEALANT W/WEEP TUBES PER EIF5 MFR'S REO'TS, AND CONTINUOUS FLASHING (TYP) MET. DOOR INTERIOR !•12, lei ■■ FULLY SEAL/ CAULK ALL JOINTS _: = ALUMINUM STOREFRONT SYSTEM - SEE 5PEG5 FLOOR FINISH - SEE 5GHED. GONG. SLAB - SEE 5TRUCT. ZA a BACKER ROD 4 5EALANT SLOPE ' \ a YV/ WEEP TUBES A5 REO.'D F---- a - FIBER EXPANSION STRIP i/8"/FT. SEALANT MIN. a . a a SEE STRUCTURAL FOR Q a THIGKENING OF SLAB Q Q BELOW EXTERIOR WALLS 3"4— 0" 211 HOLLOW METAL HALL JAMB SYSTEM BEYOND HOLLOW METAL DOOR PER 5GHEDULE EXTERIOR HARD50APE -0" SLOPE ALUM. THRESHOLD A/ I:I?_ RISE MAX. SET IN BED OF SEALANT - SHIM A5 REG. INTERIOR FLOOR FINISH - SEE FINISH SCHEDULE —� FIBER EXPANSION STRIP $ SEALANT DOOR THRESHOLD 3 FINISHED MET. 5OFFIT �IEL5 $ SUPPORTS BY r. BUILDING MFR. )GK AS REQUIRED _ING - SEE A2.1 $ A6.1 TYPE, LOCATION $ HE16H +10'-0" A.F.F. (TYP. U.O.N.) SLANT 0/ BACKER ROD 5 EXT. SHEATHING I 3n=1,_ Os FULLY SEAL ALL JOINTS - TOOLED 5/4" SEALANT JOINT VV/ BOND BREAKER TAPE AT GYP. 5HEATHIN6 A/ BACKER ROD EIF5 EXT. SHEATHING - 2" ® BASE SEE SPECIFICATIONS 3"=1'— 0n IICK EIFS EXT. \THING W/ MEDIUM ' FIBER MESH U.O.N.) KER ROD 4 SEALANT IEEP TUBES AS REO.'D. 'E TOP OF FINISH. iIGK EIF5 EXT. THING ® BASE. 3,=1,_ 0� EIF5 EXT. SHEATHING 2" THICK ® BASE USE HEAVY DUTY FIBER MESH (I5 OZ.) MIN. EIF5 SUBSTRATE FLASHING - EXTEND 6" UP SHEATHING 5/8" GYPSUM SHEATHING 4" MET. STUD HALL EXPAN5ION BOLT GALV. BOTTOM RUNNER SET IN FULL BED OF MASTIC. FLOOR FINISH -SEE SGHED. BACKER ROD 4 SEALANT W/ WEEP TUBES A5 REO.'D FIBER EXPANSION STRIP $ SEALANT SEE STRUCTURAL FOR THIGKENING OF SLAB BELOW EXTERIOR %MALLS 3"=1'— OA ASSOCIATES ARCH]"r@r' AIA '1555 BAYSHC)R E 1— WY #300 BURLINC;AME — CA — 94010 TEL (650) 692— 9911 FAX (650) 692-- 0181 E i L�g - A.. i N0. REVISION DATE III IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT E 0 cc 0 U. 0 Ix 0) DATE JOB NO. 1 /14/04 20454 Ab;e SHEET 12 OF '19 1Oi' Sou - — MAX I 45" MIN x � O COIN 5 T - X < ? 4 is o loll 30" < MAX `r x 0 (a) CLEAR FLOOR SPACE (b) HIGH 4 LOW PARALLEL APPROACH 51DE REACH LIMITS i6 0 2 50" 24" 20° MAX = I L• DEMATTE1 MAX ASSOCI TES 24" MAX ARCHITECTS AIA W. CORD LENGTH TO BE 2a". 1555 BAYSi-- ORE FiWY # 300 RECEIVER TO BE MAGNETIC FIELD i3L1R.ILiNG;AN9'i= — CA94010 d GENERATING. E -EL (650) 692---9911 x _ / FAX (650) 692-0181 t 4 (a) SLOT HEIGHT AND KNEE CLEARANCE (b) CLEAR FLOOR SPACE (c) MAXIMUM 51DE REACH ADA SEC. 4.31 OVER OBSTRUGTION SIDE REACH ACCESSIBLE TELEPHONE CHANGEIN V /TH L1 NO SCALE NO SCALE NO SCALE =�J 48 `�. %48 t 4" MAX ANY ~ AMOUNT 4"" — x p MIN � m - � z = z O - Z�J 1 Z -K i ELEVATION PLAN (a) DOORS IN 5ERIE5 NOTE: DOORS IN A 5ERIE5 SHALL X (a) HIGH FORWARD REACH LIMIT 5WING EITHER IN THE SAME + F 45 MIN 48" DIRECTION OR AWAY FROM THE SPACE BETWEEN THE X I DOORS. i 415„ MIN �y N PROVIDE THIS ADDITIONAL Z — SPACE IF DOOR 15 F-—EQUIPPED WITH BOTH A Z NOTE: LATCH AND A CLOSER. X SHALL BE <_ 25". Z SHALL BE (bZ BOTH DOORS OPEN OUT =EX ELEVATION PLAN > X. WHEN X 15 < 20", Y SHALL (c) MAXIMUM FORWARD REACH BE 45" MAX. WHEN X 15 20" - 25", I OVER OBSTRUCTION Y SHALL BE 44" MAX. j- FORWARD REACH % VESTIBULE PROTRUDING OBJECTS 1 NO SCALE EXCEPT AT STAIR TOWER NO SCALE NO SCALE --- - NO. REVISION DATE - - x 32" -..- CLEAR t- IY IT IS THE RESPONSIBILITY OF y� - X 32 _z to THE CONTRACTOR TO VERIFY ALL ry Q ry MIN O z 60" MIN FIELD CONDITIONS AND COMPARE CLEAR OPENING MUST BE BETWEEN o THEM �NrrH THE CONSTRUCTION I. DOCUMENTS BEFORE COMMENCING 0o THE DOOR IN ITS a0° OPEN P051TION ACTIVITIES. ERRORS, OMISSIONS 30" AND THE FACE OF THE STOP. p OR ANY OTHER INCONSISTENCIES X DISCOVERED SHALL IMMEDIATELY a CORRIDOR OR OTHER CIRCULATION SPACE � � I' 48" J S(b„ z BE REPORTED TO THE ARCHITECT (a) SINGLE DOOR v �O' (a) CLEAR FLOOR SPACE IN ALCOVES MIN O z 5211MINIMUM CLEAR WIDTH MINIMUM CLEAR WIDTH m v 24" ANY z EAR FOR SINGLE WHEELCHAIR FOR TV�lD WHEELCHAIRS MAX DIMENSION X x 9' 60" 12111 56" �- 12" p oo CLEAR OPENING FOR TWO LEAF DOORS 10%`� m MUST BE BETWEEN EITHER DOOR IN ITS MIN MIN MIN x 30" b" 100 OPEN P051TION AND THE EDGE WING WALL DOWN TO k 45 (4 12 OF THE OTHER DOOR. FLOOR(TYP. LOOR (b) DOUBLE DOOR IF X > 24", THEN 6" ADDITIONAL IF X > 15", THEN 12" ADDITIONAL MANEUVERING CLEARANCE MANEUVERING CLEARANCE AN ADULT SIZE WHEELCHAIR AVERAGES SHALL BE PROVIDED AS 5HOWN SHALL BE PROVIDED AS SHOWN 27" IN WIDTH. THE REQUIRED 32" CLEAR z (b) ADDITIONAL MANEUVERING CLEARANCE FOR ALCOVES OPENING ALLOW5 2 1/2" ON EACH SIDE m FOR HANDS. ADD'L PROTECTION PROTRUDING OBJECTS NOT REQ'D BETWEEN HANGING ON WALL w(bO/ o " DIAMETER SPACE T-SHAPED SPACE FOR WING WALL5 LEADING ED6E5 ABOVE 21" W PASSAGE CLEARANCE 1800 TURNS L 45' J ADA SEC. 4.4.1 (c) CLEAR FLOOR SPACE CLEAR WIDTH ACCESSIBLE ROUTES MINIMUM CLEAR4. FLOOR SPACE DOOR WIDTH WHEELCHAIRALLOWANCE < 2 1/2" i`- 0" NO SCALE6 NO SCALE NO SCALE' FOR WHEELCHAIRS COMPRESSED FIN15H ui CARPET 1/4" FLOOR CLEAR SPACE BOUNDARY MAX. BELOW LEVEL NOTES: THRESHOLD ENTRY DOOR HARDWARE ® 31 "-42"t PULL SIDE APPROACH 44" 60" PULL SIDE cl THRESHOLD OPENING FORGE 15 UNKNOWN APPROACH A B NOTE � (volt(boll I8" B = 24" @ EXTERIOR DOOR HARDWARE REQUIREMENTS:1h " OPERABLE W/O GRASPING _ a (b0" 24" - MAX EFFORT FOR EXT. DOORS = S.5# W. MINIMUM CORRIDOR MINIMUM WIDTH FOR � - MAX EFFORT FOR I NT. DOORS = 5# O 2 „ „ WIDTH CORRIDORS OVER 200' LL - a. - REQ'D FIRE DOORS: MAX EFFORT = 15# (bO 3(b lu B 60 11 WHERE THRESHOLD 4 D- EXISTS, COMPLY W/ b UJ X �y x 10 MIN BOTTOM RAIL -A � 44 � — } X cc cr- PUSH 51DE X APPROACH Y X NOTE -" � O x �� z LL z ADEQUATELY ANCHORED C� a 4 45" O X = 12" IF DOOR HAS z RECESSED DOOR MAT BOTH CLOSER 4 LATCH d t r JOB N0. 44" O Z = 54" `$ Y = 45" IF 16 c Z� DOOR HAS BOTH DATE ' < CLOSER 4 LATCH „ 12/14/ i4 20454 m o 44 44" 24" Y = 4b" IF DOOR -- FIRM FLU5H-MOUNTED o PUSH SIDE APPROACH HAS GLo5ER MATS ARE PREFERABLE Q ADA SEC. 4.5.2, F— PA55INC; ALCOVE OR T-INTER5EGTION FOR 4.5.3, 4.13.8 ADA SEC. 4.13.5-6 CORRIDORS OVER 200' IN LIEU OF 60" MIN. WIDTH A9411 THRESHOLDS & DOOR MATS DOOR CONSTRUCTION ACCESSIBLE DOOR SWING CORRIDOR W 13 NO SCAl 9 NO SCALE TOILET ROOM DOORS HAVE CLOSERS NO SCALE NO SCALE SHEET 13 OF 1 3 TI I f I 13.1 I I 1 121'-0" I 24'-011 i 241-01' �, 24'-011 I I 5'-411 111-411 10'-a" , 4'-0" ,, 4'—`I'1i ,, 12'-DII L3'44" L 12'-O" ,,3'-411,, 6'-6" � 15'—bll BOLLARD PORTAL FRAME (Typ) I 5EE MITT. BLDG. I I DW65. ------------ =--AI -- --- IDS ---- ` --- 103--- I V C ( I QTAI OFFICE 1121 II i — 106I FULL -HEIGHT METAL 1> 5TUD PARTITION 1 44& —I OM '114 ? FFICE BI cmv J ? A ! ? I Ila FL_ G► IYEND o o `T, o 0 FTC 1071 113 A2 -- 111 �-- GI u, STORAG o i CS R ? I } a i E -? Ir � I r l 4" l II 241-011 241-011 t I 161-0II 3'-OI 6-4" all 16'-O" k all 411 1 i I FUEL ISLAND C AN PY PLAN, SEE SHEET A22. 101 10 E2 -----------------�--- - .--- - - �--ULL-HEIGHT GMU----�-- - �— � UNDER50 '" TAL 50 T PANEL I ASH Y 2 v4ACUUM CAR ASH Y 1 j 5 N F104 10 I 7771, I m 105 ij11 HAL 11-1 116 '1714 115 73'% Bi JAN D SEE SW A14.1 I ti 121-4 I I 1\ WH I woRKBENGH O (I (TYP) (O.F.G.I ) ° OIREO$? I ' FLUID 8� -l06 EQUI' I MAINTENANCE BAYS z 108 f E2 I I / 115 113 I 110 1- ? I ❑ WOME +, MEN � HoSEREEL120 BI J ila GAR LIFT I (TYP) {BOLLARDS 0 _ f ® FTC ® II-❑ GONDEN51N6 UNIT - I � — — — — — —J L I _________--� T 5EE MEGH DW65 - I I FEND WALL FRAME X-BRAGIN6, I I I I1 I LUBE CUBES f _ I ` E — — — PARTS— — — ? I I— I DOORDOWN I GMU WALLH I L_ — — — — — — — — — I i (TO UNDERSIDE OF ULL-H HT I WALL o UND 1 2a'-3° ROOF PURLIN5) , Sg �(TYP, U.D.N.) P ELL — — — — — — -- -- -- — f I i I ` /710 1 10a I I Da f ROOF EDGE / PORTAL FRAME - - - - -I �� I IIO TYP. 5EE MET. BLDG. i 1 El E2 ? I 30'-D" 31-411 12'-011 3'=4" 12'-0" P05T-AND-BEAM I 2'-4' 8' I ENDWALL, TYP. I 5EE MET. BLDG. i i DW65. I RIGID FRAME, TYP. 5EE MET. BLD6. s DW65. O IDE RMIllumm! 5 t �0211® Elm Q, BOLLARD (TYP) WALL LEGEND EXTERIOR WALL w/ CMU BELOW SEE xxxxxx= EXTERIOR WALL w/ CMU BELOW AND FURRING SEE 13 rrrtr FULL —HEIGHT ACOUSTIC WALL SEE I 2 4 A8.1 A8.1 AS.I ABOVE —CEILING HEIGHT ACOUSTIC WALL SEE I 2 3 I�8.1 f�8.1 ?t8.1 CMU WALL — SEE PLAN FOR HEIGHT DIM TO DIM TO F.O.S. CENTER DIM TO t&LLQNt F.O.FIN. I i J f Kt,61 D � � _. �� gs;..•.i�xo � �t CAR ww. ASH / MAINTENANCE BUILDING FLOOR PLAN 1/8A=1'- 0" 2), ®®me NOTE: SEE METAL BUILDING SHOP DRAWINGS WINDOWD d-% &-% r-t, A. ALL DOORS WITH GLAZING AND ALL GLAZING DIRECTLY ADJACENT TO DOORS OR WALKING SURFACES SHALL COMPLY WITH REQUIREMENTS FOR "SAFETY GLAZING". B. THE BOTTOMS OR KICK PLATES OF ALL DOORS, ALL THRESHOLDS AND ALL DOOR HARDWARE SHALL COMPLY WITH THE LATEST FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, ANSI AND ADA. C. ALL WINDOW SIZES ARE APPROXIMATE. ALL SIZES SHALL BE VERIFIED IN FIELD PRIOR TO WINDOW FABRICATION. D. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DEADBOLTS AND SLIDING BOLTS ARE NOT ACCEPTABLE ON EXIT DOORS. E. IN THE EVENT OF POWER FAILURE, POWER OPERATED EXIT DOORS SHALL BE OPERABLE MANUALLY TO PERMIT EXIT TRAVEL. THESE DOORS SHALL BE OPERABLE AS IS REQUIRED FOR OTHER NONPOWER OPERABLE DOORS. F. METAL TRIM AT DOORS & WINDOWS SHALL BE SUPPLIED BY METAL BUILDING MANUFACTURER. G. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. UVUH & I LIST CONSTRUCTION FRAME MATERIAL MISCELLANEOUS HC HOLLOW CORE M HOLLOW METAL CL SELF -CLOSER AL ALUMINUM TH THRESHOLD WS WEATHERSTRIPPING DOOR FACE FINISHES M METAL PT PAINT FF FACTORY FINISH Croup A: Office (Single Door) Lockset: Schlage D50PD-626, Sparta Door Stop: Quality #331EXX332X %" riser x US26 Hinges: 3 — Stanley #FBB179, 41/2" US26 ball bearing Smoke seals: Pemko S88D Group B1: Storage (Single Door) Lockset: Schlage D50PD-626, Sparta Door Stop: Quality #331EXX332X Y2" riser x US26 Hinges: 3 — Stanley #FBB179, 4%" US26 ball bearing Group B2: Storage (Rated Single Door) Lo et: Schlage D50PD-626 parta Door Quality #3 XX X 2" ri 2.6 Hinges: 3 `eta y #FBB179, 4 1/2" U bearing Smoke Seals: emko 8D Closer: Thres d: CN 4010, DA Pemko 270A Do Bottom: Pemko 4131DSL Group Cl: Passage (Single Door) Latchset: Schlage D1OS-626, Sparta Door Stop: Quality #331EXX332X 11" riser x US26 Hinges: 3 — Stanley #FBB179, 0" US26 ball bearing Closer: LCN 4010, DA Group C2: Passage (Rated Single Door) Latc t: Schlage DlOS-62 Sparta Door St Quality E 32X r US26 Hinges: nley #FFB179, 4 2' 26 ball bearing Smoke Seal . Pemko S Closer: LCN 4010, DA Thre old: Pemko 270A Group D: Toilets (Single Door) Push/pull plates: Ives 12" high, #8305 Closer: LCN 4010, DA Hinges: 3 — Stanley #FBB179, 41,," US26 ball bearing Sound Seals: Pemko S88D Protection Plates (both sides): Ives 8400 Croup Ell: Exterior (Single Door) Lockset: Schlage D50PD-626, Sparta Hinges: 3 — Stanley #FBB179, 4112" US26 ball bearing Weatherstripping: Pemko S88D Threshold: Pemko 158A Croup E2: Exterior (Double Door) Lockset: Schlage D50PD-626, Sparta Hinges: 6 — Stanley #FBB179, 4 1 /2" US26 ball bearing Weatherstripping: Pemko S88D Threshold: Pemko 158A Group F. Toilet (Single Door) Lo set: Schlage D40S-626 Door op: Quality #33 EXX3 2" iris 26 Hinges:t #FF8179, 4 S26 ball bearing Sound Seals: mko 8D Closer: N 4010, D DOOR SCHEDULE FINISH SCHEDULE Walls Wainscot Ceiling X o ,; �, N a ° t v U- n `a C # Room Name Floor Base Casework Counters Remarks N E S W Ht. Mat/Fin Ht. Mat/Fin I C :3-0 _ _ o 3.E o 101 CAR WASH BAY 1 SC — — — — — — — OPEN — — — — z N o : ° _ 102 ELECT Sc - - - - - - - OPEN - - - - v U_ ` �° 103 CAR WASH EQUIP SC - - - - - - - OPEN - - - - 104 VACUUM SC - - - - - - - OPEN - - - - 105 CAR WASH BAY 2 SC - - - - - - - OPEN - - - - 106 QTA OFFICE VCT - GE PT PT PT - - 8'-0" AT - - - 107 STORAGE SC - PT PT PT PT - - OPEN 101 LV/LV PR 3'-0" X 7'-0" 1 3/4 HC.M PT M PT 6/A8.1 E2 - TH,CL,WS 102 VL2 3'-0" X 7'-0" 1 3/4 HC M PT M PT B1 I - 1 103 RU1 12'-0" X 10'-0" - HC M FF M PT 1 /Al2.2 ** - - 104 RU1 12'-0" X 10'-0" - HC M FF M PT 1/Al2.2' ** - - 108 FLUIDS & EQUIP Sc IOPEN - - - - 109 LUBE CUBES Sc - - - - - - - OPEN - - - - 110 MAINTENANCE BAYS CE TS/- GE PT GE GE/PT/CL 3'-6" FRP OPEN - - - FRP WEST WALL ONLY 111 HALL VCT TS GE GE GE GE - - 8'-0" AT - - - 112 OFFICE VCT TS GE GE IGE GE - - 8'-011 AT - - - 113 MEN SV CSV GS GS GS GS 6'-0" FRP 8'-0" GS PL SSV - 114 JAN SC TS FT FT FT FT 4'-0" FRP 8'-0" GS - - - 105 VL1 3'-0" X 7'-0" 1 3/4 HC M PT M PT 6/A8.1 E1 - TH,CL,WS 106 F/F PR 3'-0" X 7'-0" 1 3/4 HC M PT M PT 6/A8.1 E2 - TH,CL,WS 107 F 3'-0" X 7'-0" 1 3/4 HC M PT M PT 6/A8.1 E1 - TH,CL,WS 108 RU1 12'-0" X 10'-0" - HC M FF M PT 1 /Al2.2 ** - - 109 RU1 12'-0" X 10'-0" - HC M FF M PT 1 /Al2.2 ** - - 110 LV/LV PR 3'-0" X 7'-0" 1 3/4 HC M PT M PT 6/A8.1 E2 - TH,CL,WS 115 WOMEN SV CSV GS GS GS GS 6'-0" FRP 8'-0" GS PL SSV - 116 BREAKROOM VCT TS GS GS GS GS - - 8'-0" AT PL PL - 117 PARTS SC TS GE GE/CL - - - - OPEN - 118 TIRES SC TS GE GE GE - - - OPEN - - - - 111 LV 3'-0" X 7'-0" 1 3/4 HC M PT M PT 6/A8.1 E1 - TH,CL,WS 112 F 3'-0" X 7'-011 1 3/4 HC M PT M PT B1 - - 113 F 3'-0" X 7'-0" 1 3/4 HC M PT AL FF 9S/A8.1 9/A8.1 Cl - CL 114 F 3'-0" X 7'-0" 1 3/4 HC ,M PT AL FF 9S/A8.1 9/A8.1 A - - 115 F 3'-0" X 7'-0" 1 3/4 HC M PT AL FF 9S/A8.1 9/A8.1 D - CL 116 F 3'-O" X 7'-0" 1 3/4 HC M PT AL FF 9S/A8.1 9/A8.1 B1 - - 117 F 3'-0" X 7'-0" 1 3/4 HC M` PT AL FF 9S/A8.1 9/A8.1 D - CL 118 VL2 3'-0" X 7'-0" 1 3/4 HC M PT AL FF 9S/A8.1 9/A8.1 Cl - - 119 F 3'-0" X 7'-0" 1 3/4 HC M PT AL FF 9S/A8.1 9/A8.1 B1 - - 120 F 3'-0" X 7'-0" 1 3/4 HC M PT AL FIT 9S/A8.1 9/A8.1 B1 - 1 121 RU2 6'-0" X 3'-8" - JHC M PT M PTI I ** - - i� OF 3=1NI5HED FLOOR FX3 SL FIXED SLDNG 1 ITP !9 A i IY_I /"_ 111 F FLUSH T- _ LINE OF FINISHED nn FLOOR RUL ROLL -UP 511,111 LV LOUVER VL1 VFW LIGHT SF FI%FD 11 .1i_✓)il VL2 VFW LIGHT CODE LIST MATERIALS &FINISHES MATERIALS & FINIS STRUGT. LINE OF GIRT - 5EE MET. BLDG. SHOP DW65 LINE OF MET. PANELS BEYOND OVi=RHEAD-DOOR - SEE SCHEDULE $ MST. BLDG. SHOP DWG5 SLOPI_ GONG. SLAB A5 SHOWN - I/4":12" MAX SLOPE ]^DGI= OF GONG. SLAB - 51rE STRUGT. DW55 4 MET. 131-06 SHOP DWG5 s✓rf. i ✓ r%%✓ c t rr+. s r ✓lF�t �,� $ ''✓✓ h ✓h'i h! Y ti E 'x ✓'x ✓ ✓ r i E 1-.UN TEN Ui21.iNGAPv1E — CA — 9401 INCOig 10 z a: z W W 0 cc z Cr "Oe LL 0- NSISTENCIES i s ,a N0. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY .ALL FIELD CONDITIONS AND COMPARE THEM: WITH THE CONSTRUCTION - DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER ' DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT I fl d� DATE JOB N0. A - I -A 2.;0 SHEET 15 OF `19 5 LINE NORTH ELEVATION im,LONGITUDINAL SECTION 1/8"= 11- 0" ®Y JED AND F .DING PANEI .DING SHOP COT - SEE - UP DOOR TAL DOOR D FRAME - f - PAINT WALL PAC SEE ELEC" PAINT VAP COLOR .DING FASCI BUILDING � _DING ROOF BUILDING � AE - SEE � DINGS. PAIN L EQUIPMrl� .NICAL DRAT IR LOUVER NICAL DRAT 'HAIN-LINK NBOVE 8'-t HALLS (TYf WEST ELEVATION 1/8 1,- p„ TRANSVERSE SECTION 1/8"= 1'- 0" SHEET 16 OF 19 52" MIN. ----- M015TURE-RE515TANT GYP. 130. r''` 31 s Y GRAB BAR: x 12" o POLISHED PL. GL. MIRROR -FULL 36 MIN Q F 12" MIN. 12" MIN. MAX: x WIDTH OF COUNTER, CHANNEL BOTTOM, OTHER E06E5 POLISHED MASTIC TO WALL. -- -- - 54" MIN z -- -- ar 2'- I FULLY CAULK ALL JOINTS w/ ° 12" GRAB BAR: ( - tt '� CLEAR 51LICON SEALANT m 42" MIN I INSULATE HOT WATER 4 WATTE LINES A5 REO. - PREFORMED GORIAN COUNTER o/ m 6° MAX I z x__ ; T- 'n 3/4" PLYWOOD w/ 5PLA5H $ ° I ' UNDERMOUNTED SINK x ° I < �, x x I6" X 16' X 1 1/2" WIDE X 1/4" - - ----- STL "L" ANGLE w/ 45' BRACE @ 4 -O D.G. MAX. BACK WALL s m r- v �\ x x MIN LU K DE AT'T EI ASSOCIATES 14" MIN i- B m CLEAR FLOOR L-- m x z ARCHITECTS AID. SPACE 1555 F3Fs'YSF its it 3/�i' #30 SIX WALL. jj KNEE CLEARANCE: 6" MIN TOE CLEARANCE: 6" MAX u L��lc�r,r� - '$` - �` ��' (I TEL (650) 692- �3��31 x DIRECTION OF TOE SPACE DEPTH: IT" MIN GLR FLOOR SEE FIN. SCHEDULE A;� (St�)�z�� < TiZAVEI WALL MOUNT NO: 56" MIN. s i- NOTE: DASHED LINE INDICATES DIMEN51ONAL CLEARANCE NOTES: 36 MIN FLOOR MOUNT NO: 59 MIN. INSULATE HOT INATER 4 ELONGATED WALL -HUNG OF OPTIONAL UNDERLAVATORY ENCLOSURE. DRAIN PIPING PER FAG FBC SEC. 11-4.16 (WC) URWALS FBC SEC. 11- 4.19.1 - 4.19.6 k FBC SEC. 11- 4.18 (URINAL) FBC SEC. 11- 4.17 FBC SEC. 11- 4.19 ACCESSIBLE W.C. & URINAL ACCESSIBLE TOILET STALL ACCESSIBLE LAVATORY SECTION AV. COUNTER 7 2 1 zn� � NO SCALE END OF ROW NO SCALE NO SCALE 1"-1'-O" Y�� .� ��- - FIXTURE LEGEND 48 MIN m CEILING LINE j1 { 2'-10" 3'-4" `� 01 WATER CLOSET - 1 SANITARY NAPKIN DISPOSAL cL COIN S OT ° SCRIBE TO CEILING SERVICE SINK - SEE 5/A14.1 & 9/A14.1 SEE 10/A14.1 o ° E- - - - - - o 0 PLAS. LAM. TO MATCH 1 SEE PLUMBING DWGS GRAB BAR-# SHOWS LENGTH - 3 FLOOR- TO PARTITION CABINET SEE 9/A14.1 HOSE W ° ° - o - I WATER HEATER 3 LAVATORY SEE 1/A14.1 & 2/A14.1 O X ° ° 3/4" ADJ. SHELF ON 5 MM SEE PLUMBING DWGS ® LOCKERS (C.F.Cl) - 5TL. SHELF PINSA14 '' ® TOUT PAPER - 16 FLOOR DRAIN 0 0 O m SEE 9/A14A 8 8 1 �iJ7 MgAL - SEE 9/A14.1 N ° ° POLYESTER CABINET 5 _ , ry wm I- - - _ - - m o ° LINER INTERIOR (TYP) / o WH - 18 WALL NI iT`D LIGHT FIXTURE - MEN O COLWERTOP SEE 1/A14.1 11 ® SEE ELECTRAL. O 20" MAX o o I PLAS. LAM. EXTERIOR 3 6 6 19 0 SEAT COVER DISPENSER ® FOLWAIN - SEE 11/A14.1 24" MAX o o DWR./CAB. PULLS: - ! I ® PAPER TOWEL DISPENSER/ DISPOSAL- G TMLE BALDWIN HARDWARE 5 9 ° ° , 3 ! 5 SEE 10/A.1 No. 46-14, #260 / (a BENCH (C.F.Cl) SOAP DISPENSER (POLISHED CHROME TYP) _ \3 3A \ - _ / EMERGENCY EYE WASH (a) SLOT HEIGHT AND KNEE CLEARANCE (b) CLEAR FLOOR SPACE cy I° _ I - 3 (G.F.C.L) ® SALARY NAPKIN DSPENSER SEE 10/A14.1 4 ® CLOTHES - SEE.10/A14.1 4I @ ACCESSBLE STALL I AOA SEC. 4.31 11 7 7111 11 SHOP SINK � 8 � k 8 ACCESSIBLETELEPHONE TYP. UPPER CABINET 6 4 2�, 1 10 42" 4 FORWARD REACH REQUIRED N® SCALE 1"=i-OA 3 2*, 2 3 NO. REVISION DATE 4S MINOF FULLY CAULK ALL JOINTS NOTES T IS THE RESPONSIBILITY TO VERITY ALL � THE CUN-fRAC'fUR TO VERIFY ALL ; FIELD CONDITIONS AND COMPARE:.: 24" MAX SCRIBE TO WALL I 1. MULTIPLE ACCOMMODATION TOILET ROOMS SHALL COMPLY WITH THEM WITH THE CONSTRUCTION. 1 DOCUMENTS BEFORE COMMENCING FLORIDA BUILDING CODE, CHAPTER 11. ACTIVITIES. ERRORS OMISSIONS 3 17 la 17 -Iq PLAS. LAM EXTERIOR I 2. ALL PLUMBING ACCESS PANEL LOCATIONS SHALL BE SUBMITTED O s Avg° D SNINCONSISTENCIES NCOMMET � EIES (PLI TYP) TO ARCHITECT FOR REVIEW PRIOR TO LOCATION IN FIELD. BE REPORTED TO THE ARCHITECT 3" z O 3. COORDINATE RECESSED TOILET ROOM ACCESSORIES WITH --- - , PLAS. LAM. EDGEBAND STUD WALL FRAMING. - - - - m (PLC) 4. REFER TO SHEETS A2.1 & Al2.1 FOR WALL TYPES AND ADDITIONAL x DWR /GAB. PULLS: ENLARGED TOILET ROOM PLANS ► DIMENSIONAL INFORMATION. r BALDWIN HARDWARE 5. SEE SHEET A9.1 FOR STANDARD ACCESSIBLE DETAILS z I No. 4614, #260 4 AND INFORMATION. (POLISHED CHROME TYP) f m o 0 3/4" ADJ. SHELF ON 5 MM ° ° 5TL.SHELF PINS ° ° S" MIN " MAX N POLYESTER CABINET _'�tfzL LINER INTERIOR (TYP) 3 6 8 10 8 '� 6 5 9 1 7 2 36" 1 2 42" 4 17" MIN 3/4" o �1/4" o --- PLA5. LAM. EXTERIOR NOTE: EQUIPMENT PERMITTED WITHIN DASHED L I NE5 I F 'MOUNTED - BELOW APRON. SPOUT HEK3HT AND KNEE CLEARANCE FLOOR SPACE FBC SEC. 11-4.15 2'-I° 3/4" 3 _ � t C I �� L DRINKING FNTN TYP. LOWER CABINET 2 2 g m I NO SCALE7 f-11- O 4 is©i1TH) . 1 (WEST) 2 (NORTH) 3 (EAST) GYP BD -PAINT WOMEN'S 115 MAXIMUM HEIGHT OF OPENING FOR MICROWAVE B ALL OPERABLE PARTS (MICROWAVE N.I.G:) O z INGLUDINCG COIN SLOTS 4" SPLASH REFRIGERATOR ® ®. a 4 VENDING (N.I.G.) 1 2 36" 7 \7 6 5 9 3 8 8 6 3 4 24211 -- -- - - -�- -- - - - - - 4�� BASE i w L - -• L x I I -- I I•: 1 \ ,� l I L : ` Fr . I / � IL. 2oD- I. DWR - N PAR " IL ( - I 2 _ DATE JOB NO. - - ------ 12/°14/04 0454 TOILET ACCESSORIES AND 51MILAR D15PEN51NG 1 (EAST) 7 4" TOE SPACE: I" (P HOLE5 @ 1 (WEST) 2 (NORTH) 3 (EAST) 4 (SOUTH) - AND DISPOSAL FIXTURES. _ 3" O.G. - TOP OF TOE SPACE @ SINK GAB MEWS 113 FBC SEC. 11- 4.2.5, 4.2.6 4.27 NOTE; SW IS ACCESSELE WHEN CAB�ET DOORS w/ A ATTACHED KICK SPACE ARE OPEN 100°. Al 4. 1 ACCESSIBLEI 6 ENLARGED BREAKROOM 3 TOILET ROOM ELEVATIONS 1/4"=1'-'O" SET i7 OF `I� F OPERABLE MECHANISMS NO SCALE ELEVATION 1/4"= T-0" HE - tr, \. f. �' �- ; arm 1 , ' � i i I i I I FUEL ISLAND CANOPY -- k REFLECTED CEILING PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND 13. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS, CIRCUITRY AND 14. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING LIGHT SWITCHING, U.O.N. ON THIS PLAN. WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16" OF WALLS. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY 15. LEVELING OF T—BAR, TILES, LIGHTS AND GYPSUM BOARD COUNG SYSTEMS SHALL THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT BE BY LIGHT LASER. OF FIXTURES, PRIOR TO PROCEEDING WITH THE WORK. 16. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 3. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 17. CONTRACTOR SHALL COORDINATE WORK WITH ALL TRADES :INVOLVED TO INSURE 4. ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC. NECESSARY TO MAINTAIN THE UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SPECIFIED FINISH_ CEIUNG HEIGHT ABOVE THE FINISH FLOOR SLAB AS NOTED ON THE SHALL BE WHITE. DRAWINGS. CLARIFY ALL CONFLICTS WITH THE ARCHITECT FOR DIRECTION. 5. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 18. CONTRACTOR SHALL. VERIFY EXISTINGFIELD CONDITIONS AND LOCATION OF ALL PLUMBING, NEW MECHANICAL DUCTS, AND ANY AND ALL OTHER EXISTING 6. GENERAL CONTRACTOR MALL VERIFY REQUIRED CLEARANCES ABOVE CEILING FOR CONSTRUCTION. CONTRACTOR SHALL INSTALL ALL AEW PLUMBING, MECHANICAL SPECIFIED FIXTURES PRIOR TO ORDERING FIXTURES. FANS, , DUCTS, CONDUITS, ETC. SO AS NOT TO CONFLICT' W. TH 'LIGHTS AND ALL EXISTING CONSTRUCTION. LIGHTS AND OTHER FIXTURE LOCATIONS AS SHOWN ON 7. ALL DOWNUGHTS SHALL BE CENTERED BOTH WAYS ON A FULL CEILING TILE REFLECTED CE LING PLAN SHALL NOT BE MODIFIED UNLESS OTHERWISE DIRECTED BY UNLESS OTHERWISE INDICATED. ARCHITECT. 8. SUSPENDED ACOUSTICAL CEILING SHALL BE MOUNTED AT 8'-0" UNLESS 19. PROVIDE SMOKE DETECTORS AS REQUIRED TO MEET ALL CODE REQUIREMENTS. OTHERWISE NOTED. 20. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER 9. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S LOUVER LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE OR BOTH. / SPECIFICATIONS AND RECOMMENDATIONS. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIX RJRES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT COMPN. 1.0. CEILING SYSTEMS SHALL CONFORM COMPLETELY TO FLORIDA BUILDING CODE. SEE STRUCTURAL DRAWINGS FOR INSTALLATION REQUIREMENTS. .,- 21. PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF SANFORD FIRE j 11. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE DEPARTMENT. l SUSPENDED CEILING SUBCONTRACTOR. 22. SEE A0.1 FOR GENERAL AND CONSTRUCTION NOTES. } 12. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE I ! SUBCONTRACTOR INSTALLING THOSE ITEMS. i t I II +I 11 li ! 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IiE IN f'{Ii -„lii'~� f-iIl -/1 - — 5; �l T 13 j4 AR ! 1p ` .{I `-_- 1i l �-i�i�i ,�_j=� ��{I��;ii�; --_ ; -T�P I - -...f _r .. �'�,�-.1_; j..�i-< ._,., _ -�--` I l _ .i ,t. , „_ T I I (`�� i,%.i I� ! � .--7` _ Y�crr _Yi;i,}.l�;�f� �.�l_ .��'_4€,�}n�('i.lIi� a,:" /f +ilf Ii i/ j / l i ii I ` PARTS ` ti wP • 1 ' a 0 a O� � tX 4 t I� y � l //-��- 'Y • . _ _. ASH / MAIN t i i I i I I I ! l � I}. f/ J11 - Nim � 2 X 2 RECESSED FLUOR. LIGHT FIXTURE /1 - (LITHONIA PARAMAX PM3, T-8 LAMPS, 9 CELLS) 41 _/ �O 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T-8 LAMPS, 18 CELLS) a 2-TUBE FLUOR. STRIP LIGHT W/WIRE GUARD -' (NUMBER INDICATES LENGTH IN FEET) a WALL -MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) (LITHONIA UN W/ WIRE GUARD) ---o— . CEILING -HUNG FLUORESCENT FIXTURE W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) LITHONIA AFP W/ WIRE GUARD) 2 - UNDER-CABINE-� FLUORESCENT (NUMBER INDICATES LENGTH IN FEET) (LITHONIA LC) RECESSED DOWN LIGHT (LITHONIA LP8F) 40OW METAL HALIDE FIXTURE (LITHONIA THP - HIGH BAY ® 16'-0" AFF) -�- 40OW EXTERIOR METAL HALIDE WALL PACK (LITHONIA TWH - MOUNT PER EXT. ELEVATIONS) ® HVAC SUPPLY GRILLE - SEE MECHANICAL ® HVAC RETURN GRILLE -SEE MECHANICAL ® HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL f NO. REVISION DATE I -I- IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Z a. All, z z w �— im w z %wof cr: cr Amom z C) U F- � � %w MCC < O O cr LL w zz cr 0d �0)^ DATE �/��JOB NO. 12/14/04 20454 AE A-% ,a SHEET •18 OF 19 A CATCH BASIN - 9 SEE civiL Pvi&5 fi f I I { I { i !I I -------- - ----- ------ r FUEL ISLAND CANOPY PLAN 7 BLUNK DEMATTER; ASSOCIATES ARCHITECTS AIA -1555 SAYSHORE HWY #300 SURLINC;AME --- CA - 94010 mI'EL (650) 692-9911 F-AX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z z CL 010% z tl..d w z #V- LL. Q 0 by F_ z cr it LL IL 0 cr_j cl) <LJL em cc cc cc j 00 z z LL LL w < LL cl) cl) DATE i JOB NO-1 12/14/04 20454 2. 1 SHEET 19 OF 19 0, STRUCTURAL NOTES: A. GENERAL F. PRE-ENGINEERED METAL BUILDINGS 1. ALL NEW WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA 1. THE EXTENT OF THE PRE-ENGINEERED METAL BUILDING IS SHOWN ON THE DRAWINGS. BUILDING CODE, 2001 EDITION (WITH 2O03 ADDITIONS) AND ANY MORE STRICT STANDARDS AS REQUIRED BY THE CITYSANFO 2. THE STRUCTURE IS A ONE STORY, DOUBLE PITCH, TWO SPAN STRUCTURE OF DIMENSIONS SHOWN. THE EAVE FLORIDA.EXISTING HEIGHT VARIES (SEE ARCHITECTURAL DRAWINGS), AND THE ROOF SHALL HAVE A PITCH OF 0.5:12 MIN. VERIFY A 2. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AMD ELEVATIONS .PRIOR TO BEGINNING WORK. ANY DEVIATIONS FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING. 3. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL HOLD AN AISC METAL BUILDING AND SHALL HAVE _CERTIFICATION 3. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PERFORM HIS WORK A MINIMUM OF FIVE YEARS EXPERIENCE WITH METAL BUILDING STRUCTURES OF A SIMILAR TYPE SHOWN HEREON. IN A SAFE MANNER. 4. ALL METAL BUILDING STRUCTURE AND COMPONENTS SHALL BE DESIGNED FOR THE LOADS INDICATED AND IN ACCORDANCE 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING OR WITH THE MINIMUM REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2001 EDITION (W/2003 REVISIONS). BRACING, AS REQUIRED, DURING CONSTRUCTION. 5. COMPLY WITH AISI, AMERICAN IRON AND STEEL INSTITUTE FOR COLD FORMED METAL FRAMING PRACTICES. B. FOUNDATIONS 6. THE METAL BUILDING STRUCTURE SHALL BE DESIGNED, AND SHOP DRAWINGS SHALL SIGNED AND SEALED BY A FLORIDA REGISTERED, PROFESSIONAL STRUCTURAL ENGINEER, IN THE EMPLOY OF THE METAL BUILDING MANUFACTURER. 1. PERFORM FOUNDATION WORK AS INDICATED ON THE PLANS. 2. THE FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF . 7. PROVIDE ALL FRAMING AS REQUIRED FOR DOORS AND OTHER OPENINGS, EXHAUST VENTS, ETC. THE CONTRACTOR SHALL PROVIDE SUITABLE MEANS FOR COMPACTING THE SOILS SO AS TO ACHIEVE THE ASSUMED ALLOWABLE SOIL BEARING CAPACITY USED IN THE DESIGN. ALL SOILS BENEATH SLABS AND FOUNDATIONS SHALL G. DESIGN LOADS BE COMPACTED AND SHALL BE TESTED BY AN INDEPENDENT GEOTECHNIC TESTING LABORATORY PRIOR TO PLACING ANY CONCRETE AS FOLLOWS: CONTINUOUS FOOTING = ONE TEST EVERY 100 SQUARE FEET; INDIVIDUAL COLUMN FOOTINGS = ONE TEST FOR EACH FOOTING. ROOF LIVE LOAD 20 PSF (REDUCIBLE PER SBC 1997) 3. THE CONTRACTOR IS REPONSIBLE FOR ANY DEWATERING AT THE SITE DURING CONSTRUCTION. ROOF DEAD LOAD ACTUAL (5 PSF MIN) C. CONCRETE COLLATERAL LOAD 3 PSF 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION, BRIDGE LIVE LOAD 100 PSF AND THE REQUIREMENTS OF ACI 301-99 BY THE "AMERICAN CONCRETE INSTITUTE FOR CAST -IN -PLACE, REINFORCED CONCRETE AND REINFORCING, AND ACI 318-99 "BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES". SLAB -ON -GRADE LIVE LOAD 150 PSF 2. CEMENT SHALL BE PORTLAND CEMENT, TYPE I. 3. REINFORCING SHALL BE ASTM A-615, GRADE 60 (DEFORMED_) AND FREE OF RUST, MILL, SCALE AND OIL. 4. ALL CONCRETE SHALL REACH A 28-DAY DESIGN COMPRESSIVE STRENGTH OF 3000 PSI, EXCEPT CONCRETE WALLS (4000 PSI) WIND LOADS: THE STRUCTURE HAS BEEN DESIGNED FOR SLUMPS SHALL BE AS FOLLOWS: CONCRETE FOR MASONRY GROUT 8" TO 11" WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE ALL OTHER CONCRETE 4" +/- 1" FLORIDA BUILDING CODE, 2001 EDITION, AS FOLLOWS: SLUMPS SHALL BE MEARURED AT THE DISCHARGE END OF THE HOSE, IF A PUMP IS USED. BASIC WIND SPEED (3-SECOND GUST) = 120 MPH 5. ALL CONCRETE SLABS AT SIDEWALKS, STAIR TREADS, AND LANDINGS SHALL HAVE A NON -SLIP, BROOM FINISH. EQUIVALENT SUSTAINED VELOCITY = 100 MPH 6. PROVIDE CONCRETE COVER OVER ALL REINFORCING AS FOLLOWS: WIND IMPORTANCE FACTOR = 1.00BUILDING OCCUPANCY CATEGORY = C (COMMERCIAL) FOOTINGS (SIDES AND BOT) 3" WIND EXPOSURE CATEGORY = B FORMED, EXPOSED TO EARTH 2" INTERNAL PRESSURE COEFFICIENT _. 0.18 (ASCE 7-98; TABLE 6-7) FORMED, EXPOSED TO WEATHER, 1 1/2" BUILDING HEIGHT = 15' FORMED, NOT EXPOSED TO EARTH OR WEATHER 3/4" BUILDING TYPE = PART ENCLOSED / PART OPEN HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT = 1.00 7. ALL REINFORCING IN SLABS -ON -GRADE SHALL BE 6x6/W1.4xW1.4 WELDED WIRE FABRIC, TYP LINO ASTM A-85 ROOF SLOPE = 0.5 : 12 8. REINFORCING BARS IN CONCRETE SHALL BE LAPPED A MIN OF 36 BAR DIA, TYP (EXCEPT 48 BAR DIA AT VERTICAL MASONRY WALL REINFORCING) MAXIMUM DESIGN WIND PRESSURES - MAIN WIND FORCE RESISTING SYS1Dd (MWFRS) 9. THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS SHOWING ALL REINFORCING PLACEMENT AND CONCRETE DESIGN * EDGE ZONE = 12'-0" MIXES TO BE AVAILABLE FOR THE A/E TO REVIEW FOR CONFORMANCE TO PROJECT REQUIREMENTS PRIOR TO PLACING ANY CONCRETE. ALL CONCRETE SHALL BE FROM A SINGLE SOURCE SUPPLIER. WALLS EDGE ZONE = 38.4 PSF INTERIOR ZONE = 28.1 PSF D. MASONRY WINDWARD ROOFS 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530-99 "BUILDING CODE EDGE ZONE = -31.51 PSF REQUIREMENTS FOR MASONRY STRUCTURES". INTERIOR ZONE _ -22.0 PSF 2. ALL MASONRY SHALL BE NORMAL WEIGHT, ASTM C-90, TYPE 11, NON -MOISTURE CONTROLLED UNITS LEEWARD ROOFS AND SHALL HAVE AN ASSUMED STRENGTH OF MASONRY ASSEMBLAGE, f'm = 1500 PSI (1900 EDGE ZONE = -15.6 PSF PSI ON THE NET AREA). INTERIOR ZONE = -12.1 PSF 3. ALL MASONRY SHALL BE NOMINAL SIZE UNITS 8"x8"x16" (7 5/8"x7 5/8"x15 5/8") PROVIDE HALF-SIZE, KNOCK -OUT, OR U-BLOCKS WHERE SPECIFIED. - COMPONENTS AND CLADDING 4. ALL MASONRY SHALL BE LAID IN RUNNING BOND WITH 3/8' STRUCK JOINTS. MORTAR FOR MASONRY SHAL BE TYPE S THROUGH -OUT. (TYPE M FOR BELOW GRADE PLACEMENT) NET ROOF UPLIFT = - 28.8 PSF 5. DO NOT WET MASONRY PRIOR TO APPLYING MORTAR. PRESSURES FOR OPENINGS 6. PROVIDE PRECAST 8"x8" LINTELS OVER ALL MASONRY OPENINGS. PRECAST LINTELS SHALL BE REINFORCED WITH (2)#5 CONT AND SHALL BE FILLED SOLID WITH GROUT. LINTELS SHALL BEAR AREA OF OPENING INTERIOR ZONE (4) EDGE ZONE (5) A MINIMUM OF 8" EACH END. KNOCK OUT B/LINTEL AT BEARING TO ADMIT VERTICAL REINFORCING. 7. MASONRY LINTELS MAY BE USED IN LIEU OF PRECAST LINTELS. USE 8"x8" MASONRY U-BLOCKS UP TO 10 SQ. FT. +35.2 PSF/-38.2 PSF +35.2 PSF/-47.2 PSF WITH (2)#5 CONT, FILLED SOLID WITH GROUT. SHORE MASONRY LINTELS FOR A MINIMUM OF 28 DAYS. >10 UP TO 20 SQ. FT. +33.6 PSF/-36.6 PSF +33.6 PSF/-44.0 PSF 8. PROVIDE STANDARD DURO-WALL LADDER TYPE, 3/16" SIDE AND CROSS RODS, GALVANIZED HORIZONTAL >20 UP TO 50 SQ. FT. +31.5 PSF/-34.5 PSF +31.5 PSF/-39.8 PSF JOINT REINFORCING PLACED AT 16" OC, TYP. >50 UP TO 100 SQ.FT. +29.9 PSF/-32.9 PSF +29.9 PSF/-36.6 PSF E. STRUCTURAL STEEL CONNECTORS FOR DOOR/WINDOW BUCKS (2x4 MIN) TO MASONRY: 3/16' DIA x 2" (EMBEDMENT) TAPCONS AT 8" O.C.- 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN STRICT ACCORDANCE WITH THE REQUIREMENTS STAGGER CONNECTORS THROUGHOUT LENGTH OF MEMBERS OF AISC, 9TH EDITION (ASD). TO STEEL #12 SCREWS OR 0.17E SHOTIN PINS AT 8° O.C.- 2. ALL STEEL SHALL BE ASTM A-36, Fy = 36,000 PSI (Fy = 50 KSI WHERE INDICATED) STAGGER CONNECTORS THROUGHOUT LENGTH OF MEMBERS 3. ALL BOLTS FOR STEEL CONNECTIONS SHALL BE 3/4" DIAMETER, A-325, BEARING TYPE CONNECTIONS. TO WOOD: (2) 16d NAILS AT 8" O.C.- BOLTS SHALL BE TIGHTENED TO A "SNUG -TIGHT CONDITION". STAGGER CONNECTORS THROUGHOUT LENGTH OF MEMBERS 4. NO STEEL MEMBERS SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED IN THE FIELD IN ORDER TO FACILITATE A CONNECTION. 5. ALL STEEL SHALL RECEIVE ONE COAT OF SHOP PRIMER, RED OXIDE, AND SHALL BE TOUCHED UP IN THE FIELD AFTER WELDING. 6. ALL WELDING SHALL BE IN ACCORDANCE WITH A.W.S. ALL WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES, UNO FOUNDATION SCHEDULE FTG MARK SIZE L x W x D LOCATION REINFORCING REMARKS F1 7'-0"x7'-O"x1'-8" BARS N/A MONOLITHIC BOP BARS 9 5 EACH WAY F2 3'-6"x3'-6"x1'-8" TOP BARS N/A BOT BARS 4 5 EACH WAY F3 5'-0"x5'-0"x1'-8" TOP BARS N/A BOT BARS 7 5 EACH WAY F4 4'-0"x4'-0"x1'-0" TOP BARS N/A BOT BARS 6 5 ,EACH WAY TDSE CONTx1'-8"x1'-8" TOP BARS 2 5xCONT W/#3 STIRRUPS 0 V-8" OC BOT BARS (2)#5xCONT THNS " " CONTx1 -4 x1 -0 TOP BARS N/A MONOLITHIC BOT BARS 3 5xCONT GB1 CONTx6'-0"x2'-6" TOP BARS 6 6 CONT W 6 AT 14" OC SW BOT BARS IMA CONT W 6 AT 14" OC SW NOTES: EW = EACH WAY, LW = LONG WAY, SW = SHORT WAY (12) #7 VERT W/ HOOK T&B 4TIES AT6"OC 2 MIN) 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING FABRICATION AND ERECTION DRAWINGS FOR ALL LIST OF STRUCTURAL SYMBOLS STRUCTURAL STEEL TO THE ENGINEER -OF -RECORD FOR REVIEW OF CONFORMANCE WITH PROJECT REQUIREMENTS. SECTION CUT OR LOCA /DE IPTOR SECTION OR DETAIL DETAIL CUT SH N BER INDEX TITLE ELEVATION TAG ELEVATION DATUM ELEVATION LOCATION BAR GRAPH SCALE En w z Y U o SLAB REINF. - SEE PLANS, STOP EA SIDE OF JT 1'-4" 1'-4" 3/4" TOOL EDGES TO 1/8w 04 RAD. WHEN EXPOSED I CONSTRUCTION JOINT L1/2"0 x 2'-8" 6" CONT. RIBBED SMOOTH ROD WATERSTOP AT AT 18' OC BELOW GRADE SLAB SAW 1/4 " WIDE SLOTS 4 TO 12 HRS. AFTER CONC. PLACEMENT. FILL SLOTS WITH EPDXY RESIN JOINT FILLER AFTER 90 DAYS. FOR EXTERIOR SLABS GRIND OR RUB FLUSH) g SEE PLAN CL z N (� CONTROL JOINT .x-• CUT EVERY OTHER WIRE BENEATH JOINT TYPICAL CONSTRUCTION JOINT 11� TYPICAL CONTROL JOINT -IS1.0 N.T.S. COLUMN AND FOOTING INDICATOR KEYNOTE NORTH ARROW DRAWING INDEX TITLE WALL LEGEND: MASONRY WALL W/ VERTICAL REINFORCING MASONRY WALL W/ WINDOW OPENING 2'-Ow 0 I N COLUMN PIER P1 CONCRETE PIER DETAIL SEC IO DESI_ TION SECTION/DETAIL TITLE SHEET REFERENCE SHEET NUMBER SCALE- 0 8' 16' 32' SCALE V� HAIRPIN SEE PLAN NOTES FOR MORE INFO MOMENT CONNECTION H P STEEL BEAR! OKEY NUMBER TYPICAL WELD LEGEND: N WELD .NOTE PLAN NORTH Y DRAwINc o 1cNnnON DRAWING TITLE SHEET REFERENCE SHEET NUMBER SCALE: WELD NOTE HAIRPIN WELD NOTE STRUCTURAL ABBREVIATIONS A L ABV ABOVE L2, L3, ETC. LEVEL 2, 3, ETC, ABV ADDITIONAL L ANGLE ADD'L AGGREGATE LB LEDGER BEAM AGGR AMERICAN IRON AND LLH LONG LEG HORIZONTAL A.I.S.I. STEEL INSTITUTE LLV LONG LEG VERTICAL ALT ALTERNATE LNTL LINTEL ANCH ANCHOR LO LOW APPROX APPROXIMATELY LSL LONG SLOTTED HOLES ARCH ARCHITECTURAL LT. WT. -LIGHTWEIGHT A.W.S. AMERICAN WELDING LVL LAMINATED VENEER LUMBER (1.9E) B LU N IK' E DM,TTE SOCIETY LW LONG WAY A .... L ANGLE M ASSOCI ATES ® AT M MECHANICAL A R,CH I TE C TS A l & AND MAX MAXIMUM 1;555.. BAYS ORE: H WY . 30( B MBM METAL BUILDING MFR # BB BOND BEAM MC MOMENT CONNECTION suRL_INGAME CA_- 940.1c BM BEAM MCJ MASONRY CONTROL JT TEL (650) 1692=9911,. BLDG BUILDING MECH MECHANICAL Fax . (050) ..s92-0181 BLW BELOW MEZZ MEZZANINE BOT BOTTOM MFR MANUFACTURER B.O. BOTTOM OF MIN MINIMUM BP BASE PLATE MISC MISCELLANEOUS BRDG BRIDGING MS METAL STUD BRG BEARING MO MASONRY OPENING BRK BRICK N BS BOTH SIDES NF NEAR FACE BTJ BOLTED TIE JOIST N.I.C. NOT IN CONTRACT C No. OR # NUMBER C CEILING NS NEAR SIDE CANT CANTILEVER N.S.G. NON -SHRINK GROUT CC CONCRETE COL N.T.S. NOT TO SCALE CHAN CHANNEL N. WT. NORMAL WEIGHT CIP CAST IN PLACE 0 CJ CONTROL JOINT O.C. ON CENTER CL CENTER LINE OPG or OPN'G OPENING COL COLUMN OPP OPPOSITE COMPR COMPRESSION P CONC CONCRETE P PLUMBING CONN CONNECTION PAF POWDER ACTUATED FASTENER CONSTR CONSTRUCTION PC PRECAST CONT CONTINUOUS PERP PERPENDICULAR CORR CORRUGATED PL PLATE CTR'D CENTERED PROP PROPERTY D PROP L. PROPERTY LINE DET DETAIL PSF POUNDS PER SQ. FOOT DIA OR 0 DIAMETER PSI POUNDS PER SQ. INCH DT DOUBLE TEE PSL PARALLEL STRAND LUMBER (2.OE) DWG DRAWING R DWL DOWEL R RISER E E ELECTRICAL RAD RADIUS REF REFERENCE EA EACH REINF REINFORCEMENT EE EACH END READ REQUIRED EF EACH FACE EL ELEVATION REV REVISION ROOF EMBED EMBEDMENT RRF TN RETURN ENGR ENGINEER RW RETAINING WALL EQ EQUAL EOP EDGE OF PIT 0 ROUND EQ SP EQUAL SPACE(S) (ING) S EQUIV EQUIVALENT SE SCHEDULE ES EACH SIDE SE SLAB EDGE EW EACH WAY SECT SECTION EXIST EXISTING SEW SEALED EDGE ISOLATION JOINT EXEXPANSION SEJ SEALED EDGE JOINT EXP JT EXPANSION JOINT SHRW SHEAR WALL NO. REVISION DATE EXTERIOR EXTERIOR SHT SHEET SIM SIMILAR IT IS THE RESPONSIBILITY OF F SJ SAWCUT JOINT THE CONTRACTOR TO VERIFY ALL F/ FACE OF FIELD CONDITIONS AND COMPARE FAB FABRICATE SJI STEEL JOIST INSTITUTE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING F.D. FLOOR DRAIN SL SLOPE ACTIVITIES. ERRORS, OMISSIONS FDN FOUNDATION SOG SLAB -ON -GRADE OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY FF FAR FACE SPA SPACE(S) BE REPORTED TO THE ARCHITECT FIN FINISH SPECS SPECIFICATIONS FL FLOOR SQ SQUARE FP FIRE PROTECTION ST STEEL FS FAR SIDE STD STANDARD T FOOT STIR STIRRUP Fr FOOLING STR STRENGTH FUG FUTURE STRUCT STRUCTURAL G SW SHORT WAY GALV GALVANIZE T T. TOP GEN GENERAL GR GRADE TB TIE BEAM T&B TOP & BOTTOM GRTG GRATING H TIC TIE COLUMN HGR HANGER TDS(TSE) TURN DOWN SLAB Un HI HIGH THD THREAD HK HOOK THK THICK Z THNS HORZ HORIZONTAL THICKEN SLAB z � O HPT HORIZONTAL POINT T.O. or T/ TOP OF HR HANDRAIL TOP TOP OF PLATE HS HEADED STUD TOP'G TOPPING TOS TOP OF STEEL Q HSA I HEADED STUD ANCHOR TSE THICKENED SLAB EDGE 0 .z IF INSIDE FACE TYP U TYPICAL Q L J IN INCH UN UNLESS NOTED IT INVERTED TEE UNO UNLESS NOTED OTHERWISE ~ -J J JST JOIST UON V UNLESS OTHERWISE NOTED z Q m JT K JOINT VERTT VERTICAL LL J M K KIP W/ W WITH W Q KB KNEE BRACE z WF WALL FOOTING (OR WIDE FLANGE) KO KNOCK OUT WP WORK POINT W KSF KIPS PER SQ FOOT KSI KIPS PER SQ INCH WWF Y WELDED WIRE FABRIC Q U Z � YP YIELD POINT U Q Q v} LL. n, W E Q _ __j J CD U 0 D,, L1J Q 1-- U DATE JOB NO. 12/15/04 20454 si .a ■ " SHEET OF l I INO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND THEM WITH THE CONSTRUCTION COMPARE DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U z Q z z � W Q In-, 0-Q z -J O n �U Qo z � o ILL. �< LL-J Q o o z �0 — z � z � �Q 0 0 Q DATE JOB NO. 12/15/04 20454 S2ml SHEET OF NO. REVISION DATE IT IS THE RESPONSIBILITY THE CONTRACTOR OF TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U z Q z z � z w Q cl� m I �� z oQ o U U z F- U Q Q L¢ � Q � < U D 0 �0 Q� z Qz o � 0 w < Q o 0 �> c Q DATE JOB NO. 12/15/04 20454 S2m2 SHEET OF NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS THEM WITH AND COMPARE THE CONSTRUCTION DOCUMENTS ACTIVITIES. BEFORE COMMENCING ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT �J z 0 s U z m w Q z Q z z t — Q z. r z — oQ Q I � U =I z Qo _ O LL- ry �. Q< Q Q U � 0 3: r Erf z Qz o ry wQ Q Q o �> U) U DATE JOB NO. 12/15/04 20454 S2m3 SHEET OF N A ROOF FRAMING PLAN S2.4 SCALE: 1/8" = 1'-O" 0 4' 8' 16' THE NEW STRUCTURE HAS BEEN.DESIGNED FOR DEAD AND LIVE LOADS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION, INCLUDING A 3-SECOND GUST WIND VELOCITY OF 120 MPH, 1 = 1.00, EXPOSURE B. ROOF FRAMING PLAN NOTES 1O ROOF SYSTEM IS A PRE-ENGINEERED METAL ROOF WITH FRAMES, COLUMNS AND ALL BRACING BY PRE-ENGINEERED METAL BUILDING MANUFACTURER, TYPICAL 2O 8" MASONRY WALLS. ORIGID FRAME BY METAL BUILDING MANUFACTURER, TYPICAL. 4OMETAL ROOFING, BRACING BY M.B.M. NOT SHOWN - REFER TO METAL BUILDING DRAWINGS 5O METAL BUILDING MFR: SUSPENDED AIR HANDLING EQUIPMENT, REF: ARCH'L AND MECHANICAL DWG'S, TYP. INO. REVISION DATE IT IS THE RESPONSIBILITY THE CONTRACTOR OF TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z 0 U z m .. W � U Q z Q z z_ z w Q Q rill, z n oQ — Q 0 U z J_ U Q \ LL. r cn Q U J v az o r)-- o Q o L> < U DATE JOB NO. 12/15/04 20454 S2.m4 " SHEET OF NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER DISCOVERED SHALL INCONSISTENCIES IMMEDIATELY BE REPORTED TO THE ARCHITECT • z U Q z � z Q 0 z W Q z �r °Q o �U U Q LL. n 0 CK LL- 0 Q� :D U u m J Qz o W DATE JOB NO, 12/15/04 20454 S2,15 SHEET OF METAL ROOFING PRE-ENGINEERED Z-PURUN, TYP. SEE m METAL COLUMN, BASE PLATE, REF: ARCH'L I AND ANCHOR BOLTS BY (1) #5 VERTTO T.O. WALL EL METAL BLDG MFR, TYP. AT ADMINISTRATION BLDG RECESS T�/WALL a 4'-Om BOT OF COLUMN 40, TYP METAL COLUMN, BASE PLATE, OC, TYP UNO AND ANCHOR BOLTS BY METAL BLDG MFR, TYP. REF: 2/S3.1 CMU KO 1/2' CONT HAIRPIN SEE PLAN PRECAST LINTEL (KNOCK -OUT) EXP JOINT, TYP PLACE IN CENTER , REINF W/(2) #5 BLOCK COURSE HAIRPINSEE PLAN OF SLAB TYP FRAME BY MBM HORIZ WIND GIRT BY CENT & FILLED #5 W/(2) PLACE IN CENTER METAL BLDG MFR .. SOLID W/CONC, TYP #5 CONT & EXTERIOR SLAB, OF SLAB TYP T OPNG FILLED SOLID SEE ARCH'L OR m ONE EL REF: W/P CONC, CIVIL, TYP TY EXT GRADE W W SEE PLAN d STEEL COL BY MTl I I SEE PLAN BLDG MFR SEE PLAN W=8 — — — — — T.O. SLAB x x x — — e. T.O. WALL EL------- — — — — -- T.O. SLAB OPENING SPANS UP OPENING SPANS GREATER THAN =111=III=1I1=1II TO 6'-0" 6'-D" UP TO 12'-0" 3/4"x8"xH00K A B. /1100 AT 2'-8" OC, TYP. 8" MASONRY WALL, NOTES: 1. PRECAST LINTELS SHALL BEAR A 2. BREAK OUT BOTTOM OF LINTEL COL FTG, SEE SCHED SEE PLAN FOR MINIMUM OF 8 EACH END. WHERE AT BEARING TO ADMIT VERTICAL SEEASCHED REINF, TYP. REINFORCING. COL FTG, SEE SCHED SEE SCHED THICKENED SLAB EDGE BEYOND, CONTINUE REINF THRU COLUMN FOOTINGS, T ICKENED SLAB EDGE BEYOND, TYPICAL. C NTINUE .REINF THRU COLUMN FOOTINGS, ri0 SECTION 7 TYPICAL PRECAST LINTEL .DETAIL 4 SECTIO N 1 SECTION S2.4 S3.1 SCALE: 3 4" = 1'-0" / - LS3.1 SCALE: 3/4" 1'-0" S2.3 S3.1 SCALE: 3/4" = 1'-0" S2.1 S3.1 ,� _ SCALE: 3/4 1 0 REF: 10/S3.1 FOR T.O. WALL THESE BARS MAY BE ELIMINATED IF WALL REF: ARCH'L, TYP REINF. TERMINATES IN STANDARD HOOK TRUCK SLAB, SEE CIVIL DWGS SPLICE STD. HOOK GRATING - w ril- - MASONRY WALL, SEE N LENGTH PLAN FOR REINFORCING , TYPICAL 1/2" CONT 12CONT PRE FORMED TRENCH EXP"JOINT, TYP EXP JOINT, TYP DRAIN, SEE ARCH. TYP. N (1)#5 CONT IN KNOCK- OUT COURSE EXTERIOR SLAB, , EXTERIOR SLAB, SEE ARCH'L OR #5 AT 4'-0" OC, TYP W SEE ARCH'L OR o_ Z CIVIL, TYP CIVIL, TYP N J REINF. N ' °. SEE SEE PLAN PLAN �` ... • . x—x— x-x—x— T.O. SLAB CORNER BARS • x — x — x — x — T.O. SLAB • • CL REINF. 1�t #5 AT 12" OC EACH BEAM, WALL, " " 00 °D WAY, TYPICAL, MIN FOOTING, TYP SEE PT DRAWINGS " NOTE: CORNER BAR SIZE, SPACING AND LOCATION SAME AS HORIZ. GC COORDINATE 6° 21, WALL REINF. LAP SPLICES PER ACI 318 FOR SPLICE LENGTH. TDSE, SEE SCHED FOR BEAMS, WALLS, FOOTINGS TDSE, SEE SCHED 1'-8" 11 TYPICAL TRENCH DRAIN DETAIL 8 TYPICAL CORNER_ BARS rF* SECTION1_0.� S2.1S3.1 2 SECTION SCALE: 3/4» = 1 ;-0" - S3.1 N.T.S. S2.3 S3.1 SCALE: 3/4"_ = ►�� 1 ,_ „ SCALE: 3/4= 0 NOTES: WALL BY METAL BLDG �� f: GALVANIZE ANGLE ASSEMBLY AFTER FABRICATION. MFR 2. USE FRP EMBED ANGLE AND ANCHOR WHERE USING FRP GRATING I I 8" MASONRY PARTITION WALL, SEE PLAN I I (1)#5 CONT IN KNOCK - FOR REINFORCING. TERMINATE T.O. WALL, REF: ARCH'L OUT COURSE, TYP WITH (1) #5 CONT IN LINTEL COURSE, TYP T.O. WALL EL TRIM VERT. LEG AS REQ'D METAL COLUMN, BASE PLATE, ° . TO MATCH GRATING DEPTH AND ANCHOR BOLTS BY METAL BLDG MFR, TYP. = GRATING 2" MASONRY WALL, WITH #5 TOP OF SLAB 14"x14" CONC PIER REINF'D GC OPTION: DRILL AND EPDXY " 1/0 " WITH (4)16 VERT W/HOOK GROUT DOWEL 4' INTO THICKENED 1/2" CONT AT 2 -8 OC, TYP TOP AND BOT AND (2)#3 SLAB EXP JOINT, TYP SEE PLAN TIES En T.O. SLAB EXT GRADE EXTERIOR SLAB, F if-L cn T f+ 1/2 " DIA. x5" LG. WELDED SEE PLAN SEE ARCH'L OR STUD ANCHORS SPACE AT x— —x—x —x x—x—x—x—x—x = T.O. SLAB EL CIVIL, TYP 1'-6" (MIN. 2 EA. ANGLE) — _ � SEE PLAN T.O. SLAB I I �-1 I I=� i x. I-1 I-1 � I `n �x—x--x 00 -� I I=� I I_=1 I I — W SEE PLAN 1 • x—x— x—x T.O. SLAB � o L 2x2x1/4 (MIN) THNS o0 SEE SCHEDULE " F4 SEE SCHED THICKENED SLAB EDGE TDSE, SEE SCHED TYPICAL THICKENED SLAB AT COL FrG, SEE SCHED 6 NON -BEARING MASONRY WALL 3 SECTION rl2-"'\N EDGE ANGLE FOR FLOOR GRATING 9 SECTION S2.3 S3.1 SCALE: 3/4" = 1'-0" S2.3 S3.1 SCALE: 3/4" S2.3 S3.1 SCALE: 3/4" _ ,-0.. SCALE: 3/4" = 1'-0" NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER DISCOVERED SHALL INCONSISTENCIES IMMEDIATELY BE REPORTED TO THE ARCHITECT Q LLJ U 0 z o z Q Q V) z z W O U �--� O "- Q U J � U Q Q J D U� o CD U -I r Qz o w Q Q �- DATE JOB NO. 12/15/04 20454 S3m] 4 SHEET OF ' PURLINS AND METAL ROOF BY METAL BLDG MFR /l—/88 V 3 \TYP ---------------- TYP SHEATHING; SEE 4"x18ga STUDS; VARIES PLAN NOTES SEE PLAN II CONT L4x4x1/4 CONT L4x4x1/4 II II I 1/4"x3" TAP CONS ; ui = I AT 8" OC, TYP w L3x3x1/4 AT W a N 4'-O" OC, TYP ,SEE ARCH'L ui uj I I SLAB SLOPES DIN c ob SEE PLAN T.O. WALL/CEILING X-X T.O. SLAB EL SOFFIT FRAMING, REF METAL I I X—X-X-X-x "-X—x X-X—x = I I BLDG DRAWINGSui LLJ 1 (2) 0.177 DIA PAF AT I 12" OC, TYP I I 5/8" DENSGLASS SHEATHING OVER I THNS 4'x18ga MS (STOREFRONT AT SIM) SEE SCHED 4 SECTION 1 SECTION S2.2 S3.2 SCALE: 3/4" = 1'-0" S2.1 S3.2 SCALE: 3/4" = 1'-0" t; T& STOREFRONT SYSTEM REF: ARCH'L DWG'S I Z w J I I W I N W ui \ N SLAB SLOPES DN SEE PLAN x—x x x—X X x-x—x x x—X x x ui T.O. SLAB EL N . J 1 1 THNS ui i SEE SCHED SECTION TlS SCALE: 3/4" = 1'-O" PURLINS AND METAL ROOF BY METAL BLDG MFR 1/8 3 TYP ALL POINTS CONT L4x4x1/4 3/16 OF CONTACT L3x3x1/4 AT 4'-0" OC, TYP SEE ARCH'L T.O. WALL/CEILING SOFFIT FRAMING,:REFETAL I BLDG DRAWINGS I II II (2) 0.177 DIA PAF AT I 12" OC, TYP 518' DENSGLASS SHEATHING OVER 4'x18ga MS (STOREFRONT AT SIM) I I 3 SECTION c4"' S2.2 S3.2 SCALE: 3/4„ = 1,-01" r. NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS THEM WITH AND COMPARE THE CONSTRUCTION DOCUMENTS ACTIVITIES. BEFORE COMMENCING ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Q LL i U z o z Q Q z z LL_I O U L o Q � U J U Q Q U ry U �C <z L Q � > DATE JOB NO. 12/15/04 20454 S3m2 SHEET OF I QUALIFIC,4TION OF NOT -DIP GALV,ANIZING_F'ROCES5 USED ON PRIMARY AND 5ECONCNDART 5TEEL The ability of a galvanized coating to meet its primary objective of providing corrosion protection should be the chief criteria in evaluating its overall appearance. Zinc coatings produced by the hot -dip galvanizing process are excellent corrosion -protection systems. When the coating becomes very thick or dull grey, the coating may not be applicable for architectural purposes. Differences in the luster and color of galvanized coatings and the presence or absence of spangle has no affect on the coating performance. The well-known spangle effect found on galvanizing is simply a factor of primary crystallization. It is chiefly dependent upon the zinc bath chemistry, the rate of cooling, the method of pickling, the steel chemistry, and the thickness of the coating. Additionally, handling techniques for galvanizing may require the use of chain slings, wire or other holding devices to immerse material into the galvanizing kettle. These handling devices may leave a mark on the galvanized item. These marks are not necessarily detrimental to the coating. The galvanizing process is for corrosion protection. inconsistencies "PHONE'(615)822-481 1 in finish and handling marks are not cause for rejection of the product. fAX:(615)822-8771 WATS:800-336-6120 DRAWING PACKAGE JOB # 31419-I104A BUYER 'WRIGHT HT 5UiL®ING SYSTEMS, INC. END USE CUSTOMER : ALAMO/ VANGUAFID BUYER ORDER # : 4120 JOBSITE : SANPOPD, EL COUNTY: SEMINOLE BASIC BUILDING E3Ci/5C2 Oe'-O X 144'-0 X 13'- 4 1/4.12 (BLDG; .A) TH15 STRUCTURE HAS BEEN DESIGNED IN .ACCORDANCE WITH THE FOLLOWING AS INDICATED: *CODE LOADS ❑ Standard (MBMA) 0 LL 20 PSF Tributary Area Reduction 2001 B Florida Bldg. Code 8 uJitic1 105 MPH Iw= 1.0 Exposure C ❑ UBC EXPOSURE ❑ B ❑ C ❑ D Internal Pressure Coefficient +/- .18 peslen wind Pressure 20.4 pef ❑ BOCA EXPOSURE ❑ B ❑ C Collateral 5 PSF ❑ ASCE EXPOSURE ❑ B ❑ C ® Other. Loads: 400 lbs. Unit (Bidg A) Deflection: M Per Code PLEASE VERIFY ALL CONDITIONS AND D1MEN510N5. Code oF Latest Issue to be Used Unless Otherwise Noted. For buildings with cranes: See Cross Sections and/or calculations for loading �� APPROVAL COVERING t TRIM AS INDICATED A VERIFY THAT STD. "P.WHITE" <YNAR TO BE PROVIDED WITH MBCIHITE" 'U' fi ANELS. COLORS WILLTCH EXACTLY. 29 3/11/04 20 2/3/04 2-1 2 /2 /04 2ro 5/22/03 25 11/4/02 ❑ 26GA ❑ PBR ■ White ■ UL90 Fasteners: ❑ 014 x %" STS Member S Stitch ❑ Aluminum Zinc ❑ Northern Roof ❑ 112 x 1%" SDS Member Only W/ STS Stitch ❑ 26GA ❑ R ❑ Silicone Poly Unicote 2000 ❑ Wide Mastic El "12 x 1%" SDS Member with Laptek Stitch ROOF ■ 24GA "Guardian I" SSR ■ Kynar Unicote 3000 ■ Long -Life Fasteners ❑ 244SA "Guardian II" SSR Color: ❑ Stainless Steel Fasteners ❑ 24GA "Guardian Lock" SSR CI—ip: ❑ Fixed ❑ 24GA "Sure-Lok" SSR Special Requirements l.IL90 S35 El Low ■Floating Thermal Blocks ®ey usa ❑ ey oche ❑ 24GA "supreme-Lok" SSR ■ High El Articulating ■ Kynar Unicote 3000 "A ❑ Fasteners: ❑ "14 x %" STS Member d Stitch ■ 26GA El ❑ Silicone Poly Unicote 2000 ■ "U" MBCI Color SNOW White ■ Long -Life Fasteners i ElM 12 x 1/4" SDS Member Only W/ STS Stitch FASCIA Special Requirements Reverse Rolled ElStainless Steel Fasteners ■ 012 x I%" SD5 Member with Laptek Stitch ■ 5tandard W/Gutters $ Downspout ❑ Standard W/Eave Trim ❑ Base Trim ❑ MFOI ❑ R 201 ❑ DF'OI ❑ Base Closure TRIM Gutter P.Ulhite Downspout P.White Eave NSA CAP P.Whfte Corner P,White Jamb 4 Head N/A Base Trim N/A Special Requirements ❑ Silicone Poly Unicote 2000 ■ Kynar Unicote 3000 SOFFIT ■ 26GA ■ "U" MBCI ❑ Color SNOW White Trim Color P.LUnite PANEL ❑ 24GA Special Requirements Reverse Rolled ❑ Silicone Poly Unicote 2000 ■ Kynar Unicote 3000 (NOT FOR FIELD USE) ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED BY: DATE: NOTE: THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. J 0J >L LL 1- 1 9 O 0 O O O O 144'-0 O/O STEEL 23 -4 24'-0 24'-0 24'-0 23=4 8 cP 6T (� 6i D 2 2 Q 3 3 61 2 2 2 2 2 2 2 2 2 2 Q 3 3 Q 2 2 Ln m A D D I A A A A D D A —0 D 61 6' E3OTTOM OF ALL 5,45,E PLATES 4T 2 2 �LEV.= 99'-� 2 2 ro C4" E3ELOW FIN. FLOORS CIT N c c 42 I42 m �1 Tl P. I N i -. N i C C' CA A I D D A r n Ti�n 22 6l 3 3 22 22 22 D 8 23-4 24'-0 24'-0 24'-0 24'-0 23=4 8 O 9 PLEASE -T- ALL CONDITIONS AND DIMENSIONS. N ENDWALL STEEL LINE 8 SEE i A22 4- 30 ANCHOR BOLTS BASE T'�'FE IICII V (kips) +VE O M (kip-ft) N (kips) SIGN CONVENTION SEELALNE 0'-1112 ANQ4IOR 50LT 5ETTI.NQ FLAN WIND = rn Column Reactions Sheet DL• Dead Load N I ` I LL: Roof Live Load I I MLL: Mezzanine Live Load . L� J LWP: Wind from Left w interior pressure 15K 1.5K LWS: Wind from Left w interior suction .9 RWP: Wind from Right w interior pressure 3 L212 RWS: Wind from Right w interior suction STEEL LINE 0'-012 LEP: Wind parallel to ridge left orientation 1.5K 1.5K REP: Wind parallel to ridge (right orientation FIN. FLOOR WLL: Wind from Left 4- 4NCHOR BOLTS PORTAL FRAME REACTION WLR: SBA: Wind from Right Balanced Snow Load 5,45E n II T�FE SUL: Unbalanced Snow on Left NOTE!! ANCHOR BOLT DETAIL SHOWN BELOW 19 BASED ON A / / SUR: Unbalanced Snow on Right SUGGESTED WB.S. DESIGN. PLEASE CONTACT YOUR GENERAL NOTES: ®P APPROVAL SBD: Uniform Snow with Driff Conditions ENGINEER OF RECORD FOR ANY SPECIAL EMBEDMENT SBS: Uniform Snow with Sliding Snow REQUIREMENTS_ REF. GENERAL NOTE wz ON THIS PAGE. QThe Anchor Bolt Details shown on this drawing locate the Anchor Bolts in reference to both the Building Steel Line and the outside of WB.5.'s (N 0 T FF 0 R FIELD USE) CR1 Crane Loads — Case 1 , 2, etc. I I I I 1-1/2". EQL• Seismic Loads from Left SECTION I� SUGGESTED panel recess of G =MIN. IMBEDMENT Outright Building Systems. -is responsible for the design of the anchor APPROVED W/O EXCEPTION EQR• Seismic Loads from Ri ht bolt to permit the transfer of forces between the base plate and the I anchor bolt in shear, bearing, and tension, but is not responsible for the ❑ APPROVED AS NOTED ANCHOR 5OLT DETA i L PcMk SYMBOL DIA. OTY, L C T PROJ. ISSUE REV. DESCRIPTION DATE transfer of anchor bolt forces to the concrete or the adequacy of the E DISAPPROVED, REVISE AND RESUBMIT " BJ anchor bolt in relation to the concrete. Unless otherwise provided in the Order Documents, Wright Building L � A4 � 1/z" A301 MB. x 0'-6 w/ NUT I 1/4" I" A/PI APPY L./PERMIT 12/13/m System does not design and is not responsible for the design, material, APPROVED BY: and construction of the foundation or foundation embedments. The End DATE: T T A5 5/8" I'-l" I'-�" 3" 3" Use Customer should assure himself that adequate provisions are made NOTE: WAS ER A6 3/4" 124 I'-9" i'-6" 3" 3" In the foundation design for loads imposed by column reactions of the THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT MAX. P (BY .S.) building, other imposed loads, and bearing capacity of the soil and AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION Al -- l/8" 2'-3" 2'-m" 3" 3" other conditions of the building site. foundation the building DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. A5 r 2'-C," 2'-3" 3.. 3" It is recommended that the anchorage and of a be designed by a Registered Professional Engineer experienced in the TACK UT Alm I I/4" 2'-8" 2'-4" 4" 4" design of such structures. (Section Alm M15MA 1856 Low Rise Building NOTE: SHEAR ANGLES AND/OR ANCHOR ASTM - A36 Systems Manual Bottom of all Base Plates are at the same elevation. (UNLE55 NOTED) TIES ARE NOT FURNISHED BY W.5.5. ANCHOR EOLTS (BY OTHERS % Al2 � 1 1/2" 2'-11" 2'-'1" 14" �4" - 1 4- 34�4NCHOR BOLTS E3AeE TYFE HAIII 4- 30 ANCHOR BOLTS 5ASE T I FE 11511 4 -1 2 3 5 6 -2 i DEAD + LIVE LOAD lID 5 24 1 12 -6 2 0.G DL+LWF -I1 -io -21 -1 -9 2 3 0.&DL+LW5 -1 -4 5 I A -2 4 m.roDL+RWFI -8 -2 -21 -1 -13 ro 6 OIoDI +RWS 4 I 5 -1 -I 4 METAL REACTION FOR SET - I AT C:;Ls 'A' 4 V NO, LOAD CONDITIONS V1 Hl V4 H4 V1 HI V9 H9 1 DEAD + LIVE LOAD 5 2 Im 0 Im 0 5 -2 2 O.roDL+LWP -ro -2 -9 O -8 0 -4 -1 3 O.roDL+LW5 -1 -3 2 0 3 0 2 -1 4 m.roDL+RWP -4 1 -8 0 -9 O -ro 2 5 m.roDL+RW6 2 1 3 to 2 to -1 3 (o O.roDL+LEP -5 I -il ±2 � O.r6DL+REP -A I -S ±2 -11 ±2 ®® KIU ■ BUILDING SYSTEMS DESCRIPTION: ANCHOR BOLT SETTING PLAN CUSTOMER: WRIGHT 1=3UILDING SYSTEMS, INC. LOCATION: SANFORD, FL BUYER NO.: ALAMO/ VANGUARD 4120 q m a m BUILDING SYSTEMS & COMPONENTS 102 HAZEL PATH, SUITE 6 P.O.BOX 2155 HENDERSONVILLE, TN 37077 PHONE:(615)822-4811 FAX:(615)822-8771 WATS:800-336-6120 DRAWING BY JAG DATE 12/04 CHECK. BY DATE JOB " 31419-A SCALE NTS DRAWING 0 FI of I ISSUE A/PI 4 a m v m JGO O CED 0 144'-0 O/O STEEL O 0 O u 0 O 9 op 0 O O 1 S 23'-4 24'-0 24'-0 2-V-0 24'-0 23' 4 8 LAP5 1'-1 2'-10 P-11'2 I'-4'2 P-4': 1'-4'2 P-4'2 P-II'2 2'-10 1'-1 PURLIN — — — — — — — — — — — — — — — STUD/GLASS WALL — — — — — — — — — — — _ — — — — — — — — — — - 1 O m N m � m a N r— — — — — — — — — — — — — — — — — (NOT BY U.5.,4.) (TYPJ — — — — - — — — — — — — — — I 1 I I I I I I I I I I- I I I I_ I I- I III a1 III F m I I I I I 1 I I I � m m - — I I I I I IILI I I I j N N ro O �r ai � Tr a1 NOTE! PLEASE VERIFY THE DIMENSIONS d LAYOUT OF THE SUSPENDED SOFFIT AREA5. SOFFIT FfPAM INS f=L,4N PLEASE VERIFY ALL CONDITIONS AND. DIMENSIONS. FOR APPROVAL (NOT FOR FIELD USE) ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED BY: DATE: _ NOTE: i THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. O vvv- �Jrl ISSUE REV. DESCRIPTION DATE �Q� DESCRIPTION: ERECTION PLAN A/PI APPV'L./PERMIT 12/13/04BJ K'(I't BUILDING SYSTEMS CUSTOMER: WRIGHT BUILDING SYSTEMS, INC. METAL BUILDING SYSTEMS & COMPONENTS LOCATION. SANFORD, FL 102 HAZEL PATH, SUITE 6 P.O.BOX 2155 BUYER NO.: ALAMO/ VANGUARD 4120 HENDERSONVILLE. TN 37077 PHONE:(615)822-4811 DRAWING BY DATE CHECK BY ATE FAX:(615)822-8771 WATS:800-336-6120 JAG 12/04 4 lk JOB " SCALE DRAWING 0 ISSUE 31419-A JNTcJ. E2 of A/PI a m 11-8 II-B 12=0 12-0 TYP. U.N. m m v � rn .I m F,45C1,4 ELEVATION a LINE IT' J T G r PLEASE VERIFY ALL CONDITIONS AND DIMENSIONS. FOfR AFFFROVAL - (NOT FOR FILE USA ❑ APPROVED UJ/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED B)': DATE: NOTE THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROvED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. W41 R45CIA ELEVATION LINE 11-111 C� 25'-0 MAX BAY Ls 12'-6 MAX 12'-6 MAX (EBAY B� TOP CHANNEL TD 4 CABLE BRACE ASSEMBLY ZEE GIRT (AS REQ'D) BOTTOM CHANNEL FIELD SLOT Q EXTERIOR ELEVATION a FASCIA 1 II(TYP. 'a EACH BAY) 5IDEW,4LL 4/OR ENE)WALL lu STD 4 GABLE BRACE ASSEMBLY D (4CB) FIELD 5LOT L2 X 2 X 16GA-BR— BAY u DETAIL "All / L2 X 2 X I&GA (PMI) EE GIRT FIELD ATTACHED GAPj�� GpOi� (IF REQ'D) VI{4SCRBUS I /.t I DE AL #I B-/1-, _ I N ERECTOR NOTE: ONE PC. CABLE PER BAY � 6 PMI ANGLE NEEDS TO BE FIELD ATTACHED TO BOTTOM OF FASCIA CHANNEL WITH MEMBER 5CREW-5 AS SHOWN ABOVE TYP. UN. I1=8 II=B T T T OPEN FOR U OPEN FOR OPEN FOR OPEN FOR OPEN FOR i OPEN FOR U P455AGE — PASSAGE 1,1455AGE PASSAGE PASSAGE PASSAGE — I 1 i- 20-51 CLEAR) 2 -51 (t CLEAR) 8" 23-4 24' -0 24' -O 24' -0 24'-0 23-4 =0 144'-0 0/0 STEEL -0 ELEVATION 0 LINE '1-111 I TOP CHANNEL TD 4 CABLE BRACE ASSEMBLY ZEE GIRT (AS REQ'D) BOTTOM CHANNEL FIELD SLOT Q EXTERIOR ELEVATION a FASCIA 1 II(TYP. 'a EACH BAY) 5IDEW,4LL 4/OR ENE)WALL lu STD 4 GABLE BRACE ASSEMBLY D (4CB) FIELD 5LOT L2 X 2 X 16GA-BR— BAY u DETAIL "All / L2 X 2 X I&GA (PMI) EE GIRT FIELD ATTACHED GAPj�� GpOi� (IF REQ'D) VI{4SCRBUS I /.t I DE AL #I B-/1-, _ I N ERECTOR NOTE: ONE PC. CABLE PER BAY � 6 PMI ANGLE NEEDS TO BE FIELD ATTACHED TO BOTTOM OF FASCIA CHANNEL WITH MEMBER 5CREW-5 AS SHOWN ABOVE TYP. UN. I1=8 II=B T T T OPEN FOR U OPEN FOR OPEN FOR OPEN FOR OPEN FOR i OPEN FOR U P455AGE — PASSAGE 1,1455AGE PASSAGE PASSAGE PASSAGE — I 1 i- 20-51 CLEAR) 2 -51 (t CLEAR) 8" 23-4 24' -0 24' -O 24' -0 24'-0 23-4 =0 144'-0 0/0 STEEL -0 ELEVATION 0 LINE '1-111 I ELEVATION 0 LINE '1-111 I I �n m � 6 3 1 F TASCIA ELEVATION LINE II J11 2 � ------ --- -- ------ -- --------------- 1---------, -1 r----I------------- I I I I I II m_r i. IS= ib 13=14 14=64 10=4 1-1 A td=c 13-14 15=14 21-6'2 11=4 I 3 T FASCIA ELEVATION LINE 11,411 6 ------====1------____ _____-=_______=____- ______________ I I I II I I II II I I I I OPEN OPEN OPEN I I I OPEN OPEN OPEN I I (FOR PASSAGE) (FOR PASSAGE) (FOR PASSAGE) n I (FOR PASSAGE) (FOR P4554GE) (FOR PASSAGE) I i 1 I 1 (PLEAoVERIFY AFL CONDITIONS j I ANSIONS. I d FOR APPROVAL 29'-10'2 29'-1012 (NOT FOR FIELD USE) 89'-m O/O STEEL 3� ra ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ELEVATION a LINE 11J11 ❑ DISAPPROVED, REVISE AND RESUBMIT LEFT ENDWALL APPROVED BY: DATE- NOTE - THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND .MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. I" TAPE SEAL W MEMBER SCREWS w 12" O.C. FASCIA GAP TRIM FASCIA GAP TRIM (FC015) (FCOIA MEMBER SCREWS CAT I'-O' O.CJ MEMBER SCREWS STITCH SCREWS (AT 1'-0" O_GJ " (AT 1'-0" O.G.) O.S. CLOSURE STITCH SCREWS-- --' GAP CHANNEL W4'" PURLIN5 m� (AT 1'-0" O.C.) FLAT HEAD CONN. BOLTS MAIN FRAME o_S. CLOSURE I I R' BACK PANEL 1.5. CLOSURE MEMBER SCREWS SPANDREL (AT 1'-0" O.C.) VALLEY CUTTER lMK-SFU (2)8"mx1'2" IL A325 BOLTS c<1 7�� ✓� w A325 BOLTS cnfyQ lll I - FASCIA > ARM � STITCH SCREWS (AT P-O" O.C.) MEMBER SCREWS ATTACHMENT NOT BY U.S.A. (AT P-0" O.G.) I/ �� ------ -- --- -- ----------— — — — — — — — --------- — —5TUD/GLA55 WALL CNOT BY U.S.A.) LL, u FACADE TRIM- �-FSOI u; LLQ Q SOFFIT � P.C. <[ g 5:m O.C. 1 - (� SOFFIT TRIM^-LT®I WSxlm (4) 12"� x I" l�o) 8 v x 134 STEEL LINE BRACKET � REV. ROLLED °U' U FLAT HEAD M.B. 4325 BOLTS SOFFIT PANEL 3-O 15=0 (o LINES 'I' TO '2') 8=0 (,a LINES 'e,' TO '-1') SECTION E a _ -0 29 -104 29 -3 89'-0 0/0 ELEVATION a LINE "A-" RIGHT ENDWALL I" TAPE SEAL W MEMBER SCREWS o 12" O.C. FASCIA CAP TRIM (FCOIA) MEMBER SCREWS +15' 3q (AT 1'-0" O.G.) STITCH 5CREW5— (AT 1'-0" O.C.) O.S. CLOSURE d) � FASCIA GAP TRIM (FCOIB) -MEMBER SCREWS (AT 1'-0" O.C.) STITCH SCREWS (AT 1'-0" O.G.) �0.5. CLOSURE _CAP CHANNEL Will l FLAT HEAD CONN. BOLTS BACK PANEL (LENGTH VARIES) —1.5. CLOSURE -PURLIN- W8x1D BEAM i I MEMBER 5GREWS SHEETING ANGLE^-SAI Li LC FACADE TRIM- F501 Q MEMBER SCREWS (AT 1'-0" O.G.) C(o) 58n� X 134'' A325 BOLTS STEEL LINE 3=0 SECTION 5 4 12 LOAD ERA1" lE SOFFIT PURLINS g 5=0 O.G. REV. ROLLED 'U' SOFFIT PANEL 3g" TAPE SEAL W MEMBER SCREWS o 12" O.C. FASCIA CAP TRIM (FC01A) MEMBER SCREWS (AT 1'-0" O.C.) STITCH 5CP.EWS-- —"' (AT I'-0" O.GJ 0.5. CLOSURE I' I Lu QI (I I Q � � I W T ua W8x10 BEAM jY MEMBER SCREWS (AT P-O" O.G.) SHEETING ANGLE^ SAI Q ll FACADE TRIM^-F501 Lc Q R MEMBER 5CREW5 (AT r-0" O.C.) FASCIA GAP TRIM (FC015) MEMBER SCREWS (AT 1'-0" O.C.) STITCH 5GREW5 (AT I -0 O.CJ 0.5. CLOSURE GAP CHANNEL W'2"0 FLAT HEAD CONN. BOLTS 'R' BACK PANEL ROOF BEAM (4)'="m x IV (LENGTH VARIES) (WSx18) A328 BOLTS LS. CLOSURE �(4) V0 x IV 4325 BOLTS 4 LOAD FRAME I' ' SOFFIT PURLINS W12x14 BEAM �I STITCH SCREWS (AT 1'-0" O.G.) - — — — — — - - - -- - ATTACHMENT NOT BY LIZA. STUD/GLASS WALL REVERSE ROLLED 'U' PANEL - (NOT BY U.SA.) SOFFIT TRIM^-LTOI f� STEEL LINE. IF7'-O (�@ LINES 'H' TO 'Y) 8' O (o LINES 'A' TO 'B') SECTION (C_) E a PLEASE VERIPI' ALL CONDITIONS AND DIMENSIONS. FOR APPROVAL (NOT FOR FIELD USE) ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED BY: DATE: NOTE: THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. I 4) V0 x 14" a325 BOLTS --- MAIN FRAME • o / SPANDREL ANGLE (X4x44) rr/ I I STUD/GLASS WALL (NOT BY U.SAJ SECTION D k v 12 4 1 Z ILI m OO55 SECTION L INE5 J PLEASE VERIFI' ALL CONDITIONS AND DIMENSIONS. _ FOR AFFROVA (NOT FOR F I LID USE ❑ APPROVED WIO EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED B1 DATE: NOTE: THIS DRAWING, IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. >I \ vV •- 12 12 a � 44'-fig 44'-/0g — — — — — — — - ------—=----_ - _- 2F�a'—III 'R' BACK P NEL R. S CK PANEL Q LU � �ILU J C JLn jj N c 1U (4) V"' x 134" A325 BOLTS (e" CONNECTION fR) () "m x 2" A325 BOLTS (S) VO x 2" A325 BOLTS q U" 8 ( CONNECTION iE3 (i CONNECTION f2) � (S) �' m x 2" A325 BOLTS (I2" CONNECTION fF-) NOTE � PLEASE VERIFY! � W Q FLANGE f3R.4CE5 ARE LOCATED ONE 4 . .. Q � � � SIDE OF FRAME ONLY.(UNLESS NOTED) � � � e FIN. FLOOR <t � =4b 86=241 *-CLEAR 1.41 4l'mro 41'=0 3=(D 3-O 89'-O O/O STEEL b cFoss SECTION L INE5 , F, E, ID C PLEASE VERIFY ALL CONDITIONS AND DIMENSIONS. F0I \ /4FFfRCvA (NOT FOR FIELD USES ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVE[), REVISE AND RESUBMIT IssuE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN �Q� A/PI APPV'L./PERMIT 12/13/04BJ KIU ® BUILDING SYSTEMS CUSTOMER: WRICxHT BUILDING SYSTEMS, INC. APPROVED BY: METAL BUILDING SYSTEMS & COMPONENTS LOCATION: SANFORD, FL DATE: NOTE: 102 HAZEL PATH, SUITE 6 THI5 DRAWING IS NOT TO BE U5ED AS A FINAL CONSTRUCTION DOCUMENT P.o BOXVIL 2155 BUYER NO.: aL¢j IQ/ VANGUARD 4120 HEHOERs AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION :(61)E, TN 37077 DRAWINCsS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. FAX:(615)822-5 8771WATS:800-336-6120 DRAWING, 8Y DATE CHECK BY ATE q JAG 12/04 x JOS " SCALE DRAWIN � 1 Of ISSUE A/PI m 31419 - A NTS HE II 1_5 IV II /i i/ FMJ F eFIELDACUT IF RE(.21JIRED) E,4Vr= BRAC ANGLE - (EPB SERIES) SECTION 11,411=11,411 FIELD BLOCK RAKE ZEE-\ RAKE ZEE ,- o I � I LU I: ro � I ANGLE (PBA_ 5ERIES) LDSE VERIFY ALL CONDITIONS DIMENSIONS. 11N11 P0R AFFFROVAL (NOT FOR FIELD J5E) ❑ APPROVED W/O EXCEPTION [:1-APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED BY: DATE: NOTE: TH15 DRAWING 15 NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWING5" CAN BE I55UED AND SHOP FABRICATION CAN BEGIN. SECTION 11511=11511 TOP 4 BOTTOM PEAK BRACE ANGLE (ATTACH TO PURLIN5 WITH MEMBER SCREWS) (BA SERIES) PURLIN LINE U U U I >- ANGLE CL48 1 I 1 1 <1 MEMBER SCREW ' 2 MEMBER 4 EAVE STRUT SCREWS PMAI 'A' TYP. A 4 U NOTE: TOP OF EAVE STRUT I" ABOVE PURLIN LINE OVER 15'-0 TO EQUAL EQUAL 25'-0 EQUAL 5'-0 EQUAL OVER 25'-0 5'-0 5'-0 5'-0 5'-0 5E CT I ON Ili 11 _ Ili 11 SECTION I1 C I1 _ I1 c I I ' LESS THAN 25'-0 TO 30'-0 TO 30-0 I N T E R10f-R 5A� INTERIOR SAY OVER20'-0 5' 5'-0 5'-0 FEAvE 4 R,4<E JUNCTION TO 25'-0 OVER 15'-O TO 20'-0 Flur I lid 5race An Ie Erection 5e uence � I1 FD 5� (FOR HIGH FLOAT OR HIGH FIXED ROOF ONLY) t _ 1. (1) Attach Eave Furlin 5race Connection An ley To Each Eave Strut Before Erecting Eave Struts. (see Erection Drawine "hoof Framine Flan For Spacing_ (2) Attach Teak Furlin 5races To Peak Furlins As Shown -------------------- In Section nGn_uC;n EAVE BRACE ANGLE o- ATTACHED TO PLAIN MATERIAL ANGLE (5) Install Furlin Brace Ar�{ le Closest To Endframe And WITH (U MEMBER SCREW EAVE BRA( E-] between the weak fur_Tin And The First Furl -in Downhill. ANGLE (Ref. ''Brace *'P) Do Not Fend Tabs Over! ln5ta ll Next Furlin 5race Angle 5'®O Into Building, And 5etween The Feak Furlin And The First Furlin Downhill. (Ref. "5race *12'') Now Brace 01 Ma q Be Secured By Send ine The Tabs Over. (See Section "D Note! Bending- Tabs On 5race *11 5efore PMAI - Installinp 5race *12 Could Namfoer Installation Of 5race #2. o (4) (Install 5race 1*3 $ #4 If Required) USine The Sams Sequence AS Braces *1 4 2. PLAIN MATERIAL ANGLE ATTACHED TO EAVE STRUT SECTION III= 11 _ 11p 11 WITH (2) MEMBER SCREWS (5) Install f5race 05, 00, etc. In The Same Sequence All The Way To The Eave Furlin Space (o) Install Eave Furlin 5ra cgs Into Furlin Slots And i5end Over. ERECTOR NOTE. (Attachment Of Furlin l5race5 To Eave Strut May 5e Delayed FOR i5'-O 8,41,5 OR LE55 SEE Until Sidewall Shestinp IS Attached, If Desired, Or May 5e ERED CTION RAUJING&. Done At This Time.) 5 aiehten And Ali�{ r Eave Strut ISSUE REV. DESCRIPTION DATE 4 And Attach Furlin 5race Ane le W/(2) l ember 5crews. A/PI APPV'L./PERMIT 2/13/0 (i) Sirele Slope 5uildines Only Fequire The Use Of "Queen& Trusses See Erection Drawires 4 Drawine 1*55=i for Vic. Mks. erection Froceedures. ~ (This 15 In Addition To The 5race Angles As Shown On This Paee.) EAVE STRUT NS SECTIGiv C - G 1 ici ia..r�.r-� SECTION ''Ell—''Ell PURLIN f BRACE f ANGLE SECTION IIDII SECTION III I11_1lH11 WEB I" SLOTS PURLIN BRACE ALE LEG OVER AS SHOWN) _IN BRACE ANGLE AT NEAR SIDE " SLOTS IN BRACE ANGLE 20M FAR SIDE Il Back Panel Pre -Cut Tape Sealer Up Hill Roof Panel © ® 1000* ®© O I Roof Screws 0 (6) Per Panel J"xj" Tri Bead 1 2i Tape 5ealant -- Inside Metal Closure I 0 Nigh Ribs — — Roof Screws (5€€ 1`45T€N€R 5€QU€NC€ - €NDLAP) Guardia Panel l8"x8"x21 j" Pre -Cut Tape Sealer Guardian Panel -------- Tube Caulk Down Hill Roof.Panel .. Back -Up Plate - Guardian Panel - Panel IS" or 24" °°°°oo° Back -Up Plate FA5TFNER 5EQUENCE ENDLAP Clip Thermal Block Wall Screws At \ 4" 3" La 12" On Center See Clip Detail (2) Roof 5crews I INSIDE Per Closure CLOSURE _ x 8" Tri Bead x 42, Long ----- (Field Cut) Under Closure Purlin Top of Eave Strut should be VALLEY GUTTER at the same elevation as the bottom of the roof panel. No eave plates required. END LAP CONDITION LOUD EAVE CONDITION WITH VALLEY CUTTER 4 a FASTENER SEQUENCE - EAVE .I PLEASE VERII=Y ALL CONDITIONS AND DIMENSIONS. FOR AFFF;�CVA (NOT FOR FIELD USES ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROvED, RI=vISE AND RESUBMIT APPROVED BY: DATA: NOTE THIS DRAWING 15 NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN_ j 2 Clip 5crews W Washers 1"x V Tri Bead Tape Sealer x 25-0" Polls - DOWN IN5TALLATION OF TAPE 5EALER 5TD CLIP i See Cross -Section 41' 3" Ridge Cap Trim: Stitch 5crews (GPO ) At 6" On Center Roof Screws (&) Per Closure - Outside Metal Closure 6"xj" Tri Bead T'x s"x 21i6" I Tape sealant ° Pre -Cut Tape Seal Guardian Panel -n-- _ - --------- Clip - c Back -Up Plate Thermal Block 5YM. ABT. ee Clip Detail Purlin PEAK CONDITION AT RIDGE CAP 14" Deep Wall Panel (Field Cut to Match Roof 51ope) 1.5. Closure Rake Angle (A 1 x 3 x 16ga.) Tie -In Trim (GROW NOTE: The "Guardian Roof System" does not require clips at strut purlins. Wall 5crew5 At 5tarter Panel (GRIO) "GUARDIAN ( 4 II II 12" On Center f NOTE!! Guardian Panel HIGH "FLOATING" IN5ULATION _ 5Y5T EM NOT 5NOWN 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0�0 ° ° ° ° O 0 O ° ° ° ° ° o ° ° ° o 0 0 0 000 0 0 0 0 0 0 000 0 0 --. ----Clip - -- —Thermal Block --- Roof 5crews (2) Per Member 5tarter Panel Widih O 5 ; NOTE! Roof Must Be Sheeted Purlin From This Point To Wr ieht 5u i Id ine 5uystem5 "GUARD I �AN ROOF Si'STEMS'I End Of Building. Are Freci5ion Rolled Standing Seam Fanel5 5a5ed n A --------------------------------- 115 or 24'' Covera e. In Order For This Roof System To Work Proper l , I t 15 Imperative To Hold The I8" or 24" III-LO TIE-IN CONDITION Panel Module. W..E5.5. Will Not Take ,finq For 'a FA5CIA TIE=IN ,Any Shortaeee Incurred 5y Improper Panel Module .Spacing. ISSUE REV. DESCRIPTION DATE �Q� DESCRIPTIONGUARDIAN NIGH FLOATING SYSTEM ERECTION DRAWING A/PI APPV'L./PERMIT 12/13/04BJ WKIUIjT BUILDING SYSTEMS CUSTOMER: WRIGHT BUILDING SYSTEMS, INC. METAL BUILDING SYSTEMS & COMPONENTS LOCATION: SANFORD, FL 102 HAZEL PATHSUITE 6 P.O.Box 2i55 SUYER NO.: ALAMO/ VANGUARD 4120 HENDERSONVILLE, TN 37077 PHONE:(615)822-481 t DRAWING BY DATE CHECK BY DATE q FAX:(615)822-8771 WATS:800-336-6120 JAG 12/04 x JOB " SCALE DRAWI s Of ISSUE A/Pl 31419-A NTSEcJ m S"4x 1'i' MB. Eave Strut AT FLUSH FRGMED 510EWALL I Stitch 5crew5 At 20" On Center Steel Line I Hillside WO Flat waft Hex Nut Rd. (S) Bolt Lap CABLE BRACE TO FRAME DETAIL .. 12° able Brace -- - -- - REV ROLLED III III L Corder Trim MEMBER 5GREW LOCATION Detail "15" CT01 (ALL MEMBERS) OUT5IDE CORNER DETAIL (1) 5crew At All PEY. ROLLED "U" PNL Member Locations. I� (1) Screw Between All l Other Members.' Member Screws. DETAIL ° 1511 REVERSED ROLLED "U" RANEL Purlin NOTE!! U.5.A. only provides the roof Purlin_ All other material and hardware is by others. Clip Angle, Bolts, Hanger, ETC. By Others Acceptable Connection beta l NOTE!! Drilling of holes in. flanges of purlins is structurally detrimental to the member. Any collateral loads, which are included in the purlin design loads, are to be attached by connection directly to the web only. Field Modifications - Warnincl Ref. Cover sheet Ll paragraph 2.11 Purlin Fur l in )C- -Clamp ALL THREAD ROD Flange C-Clamp is not Connection through the an acceptable connection flange is not acceptable - ATTACHMENT Or SUSPENDED ITEMS (5'I' OT HER5) 0 Building Column Building Colum Detail"A" I Portal Brace I I II�II I I I I Bay Space 7 PORTAL BRGE FRAMING ELEVATION Fir5t -- — — — — — — — Eave Purlin Eave Struts Strut Main A325 Dolt Frame I— Main Frame Outline Portal Frame II I i Portal 5EGTION " B'I Frame Main Frame v Column P I i Portal Frame ro 0 0 I — n" 4 1 9" 2� 3 DETAIL" All 5EGTION "G" Pop Rivet Lap_ 2" (Typ) aulk And Pop Rivet Clutter Downspout Downspout 5trap / N A II DOILN5POUT 5TRAP ATTACHMENT Field Bend Gutter Fi Tabs Into Downspout Downspout ------ I I Pop Rivet Clip i r — DOl 6POUT TO GUTTER DETAIL I 1< I I � Clutter. Eave Strut Field Cut Gutter With X" Pattern SECTION "A" Return Downspout (MK-R5__) Splic . 1� n Downspout---' (MK-D5__) Downspout 5tra (MK-DT__) n n Pop Rivet - D.S. Kickout y , Install W12 Pop Rivets r Finished Floor On 3 5ides ° a ° ° a ° v DO11WOUT DETAIL AT OPEN WALL D.5.5TRAP QUANTITY AYE HEIGHT 10'-0 -QUANTITY 2 12'-0 2 14'.-0 _ 2 V-0 2 20.0 2 25'-0 3 PLEASE VERIFY ALL CONDITIONS AND DIM)=N510NS. (NOT FOR FIELD USE) ❑ APPROVED l.U/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, FEVISE AND REE5UE31'11T APPROVED Bl DATE: NOTE: THIS DRAWING 15 NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. FAX:(615)822-8771 WATS:800-336-6120 DRAWING PACKAGE JOB # 31419-11045 BUYER WRIGHT 5UILDING SYSTEMS, INC. END USE CUSTOMER ALAMO/ vANC:IUARD BUYER ORDER # : 4120 JO'BSITE SANFQRD, FL COUNTY: SEMINOLE BASIC BUILDING RF 02'-O x 121' 5 x 14' 0 1/2.12 C15LDG B) THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING AS INDICATED: *CODE LOADS 1 --- ❑ Standard (MBMA) M LL 20 PSI= Tributary Area Reduction 2001 M Florida Bldg. Code 0 UJirnol 105 MPH Iw= 1.0 Exposure C ❑ UPC EXPOSURE ❑ P ❑ G ❑ D Internal Fres5ure Coefficient +/ 18 pesign Wind Prsssure 20.4 rsf ❑ BOCA EXPOSURE ❑ B ❑ C MCollateral 5 PSF ❑ ASCE EXPOSURE ❑ 15 ❑ C IN Other Loads: ISO Ibs. Unit - Deflection Per Code PLEASE vER11=Y ALL CONDITIONS AND pIMEN510NS• A, Code of Latest Issue to be Used UnlessOtherwise Noted For buildings with cranes: See Cross Sections and/or calculations for loading COVERING 4 TRIM AS INDICATED F O R APPROVAL R 24GA ® PBR ® white 0 UL90 Fasteners: ❑ 014 x Y" STS Member 4 Stitch ^ FIELD ❑ 26GA El❑ R Aluminum Zinc ❑ ❑ Northern Roof 012 x 1%" SDS Member Only W/ STS Stitch (NOT FOR USE) ❑ 24GA "Guardian I" 5SR ❑ Silicone Poly Unicote 2000 ❑ Wide Mastic N 012 x 1%" SDS Member with Laptek Stitch ROOF ■ Kynar Unicote 3000 ® Long -Life Fasteners ❑ 24GA "Guardian 11' SSR Color: Cl Stainless Steel Fasteners ❑ APPROVED W/O EXCEPTION ❑ 24GA "Guardian Lock" 55R Clip: ❑ Fixed ❑ 24GA "Sure-Lok" SSR Special Requirements ULSO" i61 ❑ Low ❑ Floating ❑ APPROVED AS NOTED El 24GA "Supreme-Lok" 65K ElHigh ❑ Articulating Thermal Blocks ❑ ey usa El By ou �e ❑ DISAPPROVED, REVISE AND RESUBMIT ® Kynar Unicote 3000 Fasteners: El"14 x Y" STS Member 4 Stitch ■ 26GA ❑ "A" ❑ ❑ Silicone Poly Unicote 2000 - WALL N PBR Color P.ILhite 8 Long -Life Fasteners El#12 x I%" SDS Member Only W/ STS Stitch APPROVED BY: Special Requirements ❑ Stainless Steel Fasteners ■ 012 x I''/a" 505 Member with Laptek Stitch DATE: NOTE: ® Standard W/Gutters 4 Downspout ❑ Standard W/Eave Trim ® Base Trim ■ MFOi ❑ " 201 ❑ DP01 ❑ Base Closure THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT TRIM Gutter P,White Downspout P,White Eave NSA Rake F-White Corner P.White Jamb 4 Head p,White Base Trim P.White AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN.' ALL FLAT FACED PANELS HAVE A TENDENCY TO OIL CAN USING HEAVIER GAUGES, NARROWER WIDTH5, EM150551NG OR STIFFENER BEADS (WHEN AVAILABLE) CAN REDUGE OIL CANNING. UNDER NO CIRCUMSTANCES IS OIL CANNINC- CAUSE FOR REJECTION o 0 K 0 0 o O 121 -a 0/0 eTEEL — 2 '_� 2 0 24=-o - 24= 4-11 11'-0 2'-1 3=10 -4=3 12'-O 1 -& 12'-O 3'-4 PORTAL BRACE BAY 2 E 2 4 V-- 22 2 2 2 F 2 22 2 F 2 2 2 E "2 22 A 22 4 2 1-O 4 P P P P P P P o C1' I y� 7W ® N _ l E CV -- PP - F F .IF F F F C f D 07 cv ,1 m BOTTOM OF BASE PLATE LL IS 3=4 ABOVE FIN. FLOOR r N 2 4 (ELEV. = iO3' 4) I i CQ N LL I ILI ILI F _lCD o - 0 W a 0 BOTTOM OF ALL BASE Q PLATES ARE At FIN. I � r - IL I FLOOR (ELEV. = 100=0) 1 N 0 ii� 2 4 (TYP. UN. NTD.) [ w ;9 �- U q � - � FIN. FLOOR (ELEV. = 100' 0) n`r 6, N I � N V i F F F QI F F N , I O I =0 4 2 2 2 2 2 2 a 2 2 2 2 2 A I Cx F F PORTAL BRACE SAY _g 3 -4 2'-4 12 - O 1'-O 12 -0 3-4 - 2�=4 24'-O _ 24' O 2 4'_O 24' 4 I I ANCHOR, 5OLT SETTING FLAN NOTE!! ANCHOR BOLT DETAIL SHOWN BELOW 15 BASED,ON A SUGGESTED W.B.S. DESIGN. PLEASE CONTACT YOUR ENGINEER OF RECORD FOR ANY SPECIAL EMBEDMENT >% GENERAL NOTES: REQUIREMENTS. REF. GENERAL NOTE "2 ON THIS PAGE. @The Anchor Bolt Details shown on this drawing locate the Anchor Bolts in reference to both the Building Steel Line and the outside of WB.S.'s SUGGESTED panel recess of 1-1/2". G = MIN. IMBEDMENT ©Wright Building Systems Is responsible for the design of the anchor bolt to permit the transfer of forces between the base plate and the anchor bolt in shear; bearing, and tension, but is not responsible For theNCOR 5OLT DEiA l L PcMk SYMBOL DIA. QTY, L CFI/ PRO), ISSUE REV. DESCRIPTION DATE transfer of anchor bolt forces to the concrete or the adequacy of the to the concrete. L A4 } 1/2„ 46 A3el MB. x e�416" I"S A/Pi APF'V�L./PERMIT 12/13/04 anchor bolt In relation Unless otherwise' provided In the Order Documents, Wright Building C W/ NUT stem does not dent nand is not res onslble for the design, material,y 9 E' T TA5 � 5/8" '24 13i4I1" 13ia14" 3 and construction of the foundation or foundation embeciments. The End Use Customer should assure himself that adequate, provisions are made WAS ER A6 3/4" 48 I3/4I9" 13i416" 3" 3" in the foundation design for loads imposed by column reactions of the il MAX. I" (BY S.J A7 -�- -1/5" 23/4i3" 23/410" 3" 31, and building, other imposed loads, and bearing capacity of the so build _ -other conditions of the building site. - - q tY A8- 1" 23/416" 23i413" 3" 3" It Is recommended that the anchorage and foundation of the building - �UT be designed by a Registered Professional Engineer experienced in the TACK ASTM - A36 AI0 1 1/4" 23/418" 23/414" 4" 4" design of such structures. (Section Ale MBMA 1986 Low Rise Building NOTE: SHEAR ANGLES AND/OR ANCHOR Systems Manual) ANCHOR BOLTS (BY OTHERS ) Al2 {} 1 1/2' 23i4111" 23i411" 4" 4" ©Bottom of all Base Plates are at the same elevation. (UNLESS NOTED) TIES ARE NOT FURNISHED BY W.B.S. I I ,I CV O L v/ FLEA&EvVER F�' ALL GONDITION5 AND DIMENSIONS FOR AFFFR0 VA (NOS" FOR FIELD U5) ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED BY: DATE: NOTE: THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION _ DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. REFERENCE PAGE F2 FOR BASE TYPES, SECTIONS, 4 REACTIONS. DESCRIPTION: ANCHOR BOLT SETTING PLAN IOT BUILDING SYSTEMS CUSTOMER: WRIGHT I51-1ILDING SYSTEMS, INC. METAL BUILDING SYSTEMS Sc COMPONENTS LOCATION: SANFORD, FL 102 HAZEL PATH, SUITE 6 P.O.BOX 2155 BUYER NO.: ALAMO / VANGiUARD 4120 HENDERSONVILLE. TN 37077 q PHONE:(615)822-4811 DRAWING BY DATE CHECK BY ATE. FAX:(615)822-8771 WATS:800-336-6120 ,45B 12/04 Q JOB " 31419-8 SCALE DRAWING " ISSUE m NTS Fi Of 2 A/PI m P A K N PLEASE PROVIDE DIMENSION PLEASE PROVIDE DIMENSION LINER PANELS x �' 4 REF- 5TI (FOR €52 LOCATION) —T ua � —j •I � pFOR U(CT CMUo PASSAGE 1' 22'5' (+/- CLEAR) 1'',41 it c0 3'-4 12'0 �0=4 5=0 3'-4 12'-D — 4' 4 24, m 24'-O 25'-4 24'0 OPEN FOR GMU 8 PASSAGE * 3a3=104 ' 3a3' 10'z * lao'-8'z SIDE WALL SHEETS 121' 8 0/0 STEEL-- = 10_g _ -- ELEVATION LINE "T' N K IF A D PLEASE PROVIDE DIMENSION PLEASE PROVIDE DIMENSION LINER PANELS x l'4 'A'/E4 REF. STI (FOR EE2 LOCATION) D O OE p @ �\ of m PEN FOR r IT GMU t PASSAGE r "a -_ — — m 1'- b 22' 51s C+/- CLEAR/ I' § 3 Q0 1 12'0 4'-5 3=10 ci " J I' 6 4'-1 l 5=0 2=11 3'4 3=4 12'0 24'0 25'4 24'O 24'-0 2aC�=8'z 24-4 i * 3a3'-10a * 3 3 z SIDE WALL SHEETS OPEN FOR GMU $ PASSAGE 121'8 O/O STEEL I I I ELEVATION LINE 11411 SE E PROVIDE T 1 PLEA5 22 2.8 LOCATION OF LOUVER 4 1 FAN PRAMED OPENINGS. r%o CABLE B'/E4 t. 'I p zl'o 20'0 z 1'-0 rot' 0 0/0 STEEL E L E VATION LINE I'A'I 1 }zIC HT ENDUJALL T 4 T2.4 1 2 3'' 5 - —� 62'0 O/O STEEL - ELEVATION LINE II{<11 LEFT ENC)WALL 12 11-0 LAP © El I r r V M-9 - r r SHEETING g L INE IIK11' I LEFT ENDWALL FLEA5E VEFIFT ALL CONDITIONS -- AND [DIMENSIONS (NOT FOF FIELD V � S ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPI ROVED, REVISE AND RE51JF3MIT APPROVED B� DATE: NOTE: THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. ISSUE REV. DESCRIPTION DATE DESCRIPTION: ERECTION PLAN �Q� A/Pl APPV'L./PERMIT 12/13104Aea K'U] T BUILDING SYSTEMS CUSTOMER: WRIGHT BUILDING 5'1'5TEM5, INC. METAL BUILDING SYSTEMS & COMPONENTS C5ANFORD, FL LOCATION: 102 HAZEL,55 su1TE 6 P.O.BOX BUYER NO: ALAMO / VANGUARD 4120 .BOX 21 HENDERSONVILLE, TN 37077 DRAWING BY DATE HECK BY ATE p PHONE:(615)822-4811 ACJB 12/04 FAX:(615)822-8771 WATS:800-336-6120 ISSUE m JOB « SCALE DRAWING 2 of A/f a 31419-8 NTS m 12 i 5'-O 5'-O 4'-1012 5 O — siriM. _ — _ _ -R ANEL EZ — PBR' LINER PANEL SEE LAYOUT BELOW FOR LOCATION q Q NOTE U FLANGE BRACES ARE LOCATED ONE SIDE OF FRAME ONLYlUNLES5 NOTED) w z <t Q (ti u! Z J 4' SEE E2 FOR LOCATION ld (L CLEAR) rot'-0 0/0 STEEL GF055 SECTiON LINES H, , F/ ID O O 24-0 1=4 2=� 61, 6l, OLIO LAP 1=0 w n�lu O LU V I'D��E4 � w n Q !hl !Ll Olt I 'D'/E4 I E /F-4 � I m O 0 w F � � I ISSUE uiLl A/Pi' FIELD GUT PANELS J� J� AS REQUIRED LINES FAN L LA)UT Purlin NOTE!! U.5 4. only provides the roof Purlin. All other material and hardware is by others. Clip Angle, Bolts, Hanger, ETC. By Others NOTEII Drilling of holes in flanges of purlins is structurally detrimental to the member. Any collateral loads, which are included in the purlin design loads, are to be attached by connection directly to the web only. Field Modifications - Warnincl Ref. Cover sheet Li paragraph 2.11 Purlin Purlin C-clamp ALL THREAD ROD Flange C-Clamp is not Connection through the an acceptable connection flange is not acceptable ATTACHMENT OF SU&FENDED ITEMS (E5'T' OTHERS) l {_FOR 74FFFOV74L -- - (NOT FOR Pi LD USE) ❑ APPROVED W/O EXCEPTION ❑ APPROVED A5 NOTED ❑ D15APPROVED, REV15E AND RESUBMIT APPROVED E3 DATE- NOTE - THIS DRAWING 15 NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. SPANDREL PURL IN PURL IN PURL IN `�' ENDWALL — SPANDREL COLUMN _ PBR LINER PANEL PBR LINER PANEL PBR LINER PANEL 2 Q Q. d - -•,a, � PBR LINER PANEL LINER TRIM LINER TRIM LINER TRIM LINER TRIM a CMU WALL _ CMU WALL P: - (NOT BY U.S.A.) v •' (NOT BY U.S.A.) r....,° •= � RIB � RIB MAIN FRAME ; CMU WALL .. FRAME ) A S U- (NOT BY ... STEEL LINE � RIB MAIN �0 FRAME Su all6RER C� 6 8" " Lwj RA � 8STEEL LINE SECTION 'A'/E4 SECTION BVE4 SECTION 'C'/E4 SECTION '12'/E4 SECTION 'E'/E4 =O 411 STEEL LINE PBR ROOF PANEL RAKE TRIM PURL IN I- RAKE SPACER PBR LINER PANEL LINER TRIM LINER TRIM � RIB � RIB ENDWALL FRAME RAFTER O, 10 6" -roll SECTION 'E/E4 ISSUE REV. DESCRIPTION D, A/PI APPV'L./PERMIT 12/1 m -(NOT FOR FIELD U& ) ❑ APPROVED W/O EXCEPTION ❑ APPROVED AS NOTED ❑ DISAPPROVED, REVISE AND RESUBMIT APPROVED BY: DATE: NOTE: THIS DRAWING IS NOT TO BE USED AS A FINAL CONSTRUCTION DOCUMENT AND MUST BE APPROVED AND RETURNED BEFORE "FOR CONSTRUCTION DRAWINGS" CAN BE ISSUED AND SHOP FABRICATION CAN BEGIN. MINIMUM SLAB DESIGN ilid•+ DETAIL Fi 6" N 6" THICK REINFORCED CONCRETE WITH C-3 DETAIL BC1 WWF 6 x 6—W1.4 x W1.4 REQUIRED UNDER MAIN CANOPY AREA FOR FOUNDATION STABILITY, FINAL SLAB DESIGN BY OTHERS. " •+ DETAIL F2 DETAIL F3 C_7+` �C-5 J DETAIL BC34 DETAIL BC1 o �9 T N R R O U N d '+� DETAIL F1 1%) Q C-2 DETAIL BC1 \,�(OQ:9 S N1 0 N 3g'-9 13/16" +.+. it DETAIL F2 DETAIL F3 C-6 o IC-4 -� DETAIL BC34 DETAIL BC1 lid C-1 • DETAIL Fi R DETAIL BC1 L- — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — — CL COL CL COL CL COL 5'-0" 35'-7" 42'-1" 89'-0" (FASCIA) CANOPY ROOF PLAN -- DIAGONALS ARE TAKEN FROM CL/CL ANCHOR BOLTS -- 1'-10" CUSTOMER TO SUPPLY TYP BUILDING/ROAD LOCATION 7" 7" 6"0 HOLE (CENTERED)00 R R 1/4 LEGEND [it v CL (4)-1 3/4"0 HOLES F.G.= FINISHED GRADE (DRIVE SLAB AT COL.) TYP 3/8\_P1 3/4" X 20" X 1'-8" LG. F.F.= FINIZ FMLU rwUK B,B.P,= BOTTOM OF BASE PLATE T.0.1.= TOP OF ISLAND T.O.F.= TOP OF FOOTING HIGH POINT UNDER CANOPY TOP OF BUILDING N/A F.G. = TBD B.B.P. = TBD T.O.F. = TBD S PL 1/2" X 5" X 5" DETAIL B 'l REV.4 09-17-99 SITE CO REFERENCED' FOOTING DETAIL COLUMN -----FOR McGEE INSTALLATION USE ONLY----- -----FOR GENERAL CONTRACTOR USE----- COLUMNFINISH NO. GRADE BOTTOM OF BASEPLATE C-1 F.G. = 0" B.B.P. C-2 F.G. = 0" B.B.P. = C-3 F.G. = 0" B.B.P. = C-4 F.G. = 0" B.B.P. = C�5 F,G, = O F.G. = 0" B.B.P, = C-7 F,G, = 0" B.B.P. = CAD FILE NO./PLOT SCALE 35436 COLUMN NO. FINISH GRADE TOP OF FOOTING i C— 1 F,G. = T.O.F. = C-2 F,G. = T.O.F. = C— 3 F.G. = T.O.F. = C— 4 F,G. = T.O,F. = C-5 F.G. - T.O,F, ._ f F, G. = T.O.F. _ f.7 7 F.G. = T.O.F. _ 6"0 HOLE 1/4 3" 8„ 8" TYP M R O R 00 00 TYP 3� `—Cl_ (4)-2.0 HOLES (USE 1-1/2"06" LONG A.B.) 0' 1 1 /4 x 22 x 1'-10" LG, 3L1/2x5x5 '' 1 DETAIL(B'C_3"4 REV.2 08-20-03 NDITIONS L REQUIREMENTS ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -- (4) 1 1/4" 0 HEADED ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. SEE ANCHOR BOLT NUT TIGHTENING PROCEDURE WHEN SETTING COLUMN z .,. z z LU LU . � CONCRETE FOOTING z O U N 2:(3 o WITH STEEL REINFORCING 6 (BY G.C.) U (0 N z Z v � i \ 3" CLR. ISLAND SHOWN FOR REFERENCE ONLY- MAY NOT APPLY -- (4) 1 1/4.0 HEADED ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. SEE ANCHOR BOLT NUT TIGHTENING PROCEDURE WHEN SETTING COLUMN z CD w N 0 C9 azo2 - iW— v .. _ Y z ^, CONCRETE FOOTING z 6 iv N 6 WITH STEEL REINFORCING 7" 7„ a U I (BY G.C.) y m j N z } zm \ 14" (SQ-) 1.) PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15'-0" FROM THE EDGE OF CANOPY FASCIA IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK, 2.) FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-0" FROM THE EDGE OF CANOPY FASCIA FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL ERECTION IS COMPLETE. 3.) THE JOB SITE MUST BE GRADED LEVEL WITH NO SWELLS, DITCHES, OR TOPOGRAPHICAL IRREGULARITIES WITHIN 15'-0" FROM THE EDGE OF CANOPY FASCIA, ANY CONCRETE POURED PRIOR TO McGEE'S ARRIVAL MUST HAVE HAD AMPLE TIME TO CURE AND BE ABLE TO SUPPORT THE WEIGHT OF McGEE'S TRAILERS AND CRANES. 4.) THE JOB SITE MUST BE DRY ENOUGH FOR McGEE'S VEHICLES AND PERSONNEL TO PERFORM WORK. IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN EXCESSIVELY MUDDY AREAS TO ENSURE ADEQUATE WORK CONDITIONS. 5.) POURED CONCRETE PAVING UNDER THE CANOPY TO BE EXCLUSIVELY FOR WORK SPACE AND STORAGE OF MATERIALS. 6.) REMOVE ALL OVERHEAD OBSTRUCTIONS. 7.) FORM, SET, AND POUR FOUNDATIONS PER McGEE'S SITE SPECIFIC APPROVED FOUNDATION PLAN, ALL FORMS SHALL BE REMOVED PRIOR TO McGEE'S ARRIVAL, ALL THREADS SHALL BE FREE FROM DEBRIS AND DUST AND SHALL DE ACCESSIBLE. 8.) INSTALL ALL ANCHOR BOLTS W/ NUTS. SET AT PROPER ELEVATIONS WITH NO MORE THAN 1/4" TOLERANCE. 9.) PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE FOR INSTALLERS USE. 10.) OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL INSPECTIONS. 11.) VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR MODIFICATIONS, 3" CLR, 5-6" SQ. COLUMN W/ 3/4 THICK BASE PLATE INSTALLED BY McGEE CORPORATION POUR CONCRETE SLAB FLUSH TO COLUMN. DO NOT PROVIDE EXPANSION JOINT MATERIAL AROUND COLUMN LEAVE CONC. ROUGH WWF SEE GENERAL NOTE #9 ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -- (4) 1 1/2.0 HEADED ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. SEE ANCHOR BOLT NUT TIGHTENING PROCEDURE WHEN SETTING COLUMN COLUMN W/ 1 1/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION POUR CONCRETE SLAB FLUSH TO COLUMN. DO NOT PROVIDE EXPANSION JOINT MATERIAL AROUND COLUMN LEAVE CONC, ROUGH WWF f1f SEE GENERAL NOTE # 9 011. Z ✓ m w I— I I. O \ Iw- \. CONCRETE FOOTING /j 7" 7" " #4 s ®8 O.C. z 0 o cv � (3 to I WITH STEEL REINFORCING (BY G.C.) g" g" " #4 s 0 8 O.C. 14 EACH WAY v } z 16" EACH WAY x m cv m CLR CLR. i i. 5'-0" SQ. 6'-0" SQ. D E T A I L F1 DETAIL 2' REV. 01 /22/03 REV. 01 /22/03 ANCHOR BOLT NUT TIGHTENING PROCEDURE: SET AND PLUMB THE COLUMN, PER AI5C ERECTION PROVISIONS, WITH DOUBLE NUTS ON THE COLUMN REQUIRED NUMBER OF ANCHOR BOLTS. THE BOTTOM NUT SHALL HAVE A FLAT WASHER BETWEEN W/ 3/4" THICK BASE PLATE THE BOTTOM OF BASEPLATE AND THE TOP OF THE NUT. THE TOP NUT SHALL HAVE A LOCK INSTALLED BY McGEE CORPORATION WASHER BETWEEN THE TOP OF BASE PLATE AND THE BOTTOM OF THE NUT. AFTER THE COLUMN IS SET AND PLUMB, TIGHTEN THE TOP NUT TO A SNUG TIGHT CONDITION WITH TOP OF THE BASEPLATE (PULL EFFORT OF A MAN ON A WRENCH). AFTER THE COLUMN 15 SET AND NUTS ARE POUR CONCRETE SLAB FLUSH TO FULLY TIGHTENED, THE G.C. SHALL COAT THE COLUMN, BA5EPLATE, AND ANCHOR BOLTS BELOW COLUMN. DO NOT PROVIDE EXPANSION FINISHED GRADE WITH ASPHALT BASED PAINT. JOINT MATERIAL AROUND COLUMN LEAVE CONC, ROUGH WWF SEE GENERAL NOTE # 9 j I. °) a /\\X,� . \\/ l e'I I . I �` rflI I_ 3 I' a �E • .. 4107 tROCi INCH' M ROAD S. 'n GRE�iJSB0i20, NOrtlri vftOLl 1A 27407 #4's 0 8" O.C. 14- Z - EACH WAY GENERAL NOTES: 3" - 1) ERECTION OF STEEL STRUCTURE SHALL BE PERFORMED BASK SEISMIC - FORCE - KES15TING SYSTEM - CLR. PER ALL AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AI5C) INVERTED PENDULUM STRUCTURES ERECTION PROVISIONS. CANTILEVERED COLUMN SYSTEMS 2) ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE Response Modification Coefficient R = 2 112 WITH ACI "BUILDING CODE REQUIREMENTS FOR System Over5trength Factor -Oo = 2 REINFORCED CONCRETE% (ACI 318-99). ALL CONCRETE Deflection Amplification Factor - Cd = 2 112 DETAIL F3 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT SEISMIC BASE SHEAR (V) = 3.27k 28 DAYS OF 3000 PSI AND A MINIMUM UNIT WEIGHT ANALY515 - I G 17,5 SIMPLIFIED ANALY515 PROCEDURE REV. 01/22/03 OF 145 PCF. REINFORCING STEEL SHALL BE NEW BILLET 8) CANOPY FOUNDATION INSTALLATION: STEEL DEFORMED BARS CONFORMING TO A5TM AG 15, CONTRACTOR SHALL DETERMINE WHICH FINISHED GRADE GO, GRADE ELEVATION AT EACH CANOPY COLUMN IS THE 3) STRUCTURAL STEEL SHALL CONFORM TO: LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS Wide Flange Beams - A5TM A992, Grade 50, Fy = 50 K51 IN RELATION TO THAT ELEVATION. CONTRACTOR MUST I Structural Angle and Channel - A5TM A3G, Fy = 3G K51 VERIFY FUEL CONTAINMENT BOX 51ZE AND LOCATION Structural Plate - A5TM A572, Grade 50, Fy = 50 K51 TO ENSURE FOUNDATION DOES NOT INTERFERE WITH Structural Tubing - A5TM A500, Grade C, Fy = 50 K51 BOX INSTALLATION. TOP OF FOUNDATION DEPTH Structural Pipe - A5TM A500, Grade C, Fy = 4G K51 MAY BE GREATER THAN BUT NOT LESS THAN 12" 4) LIGHT GAUGE COLD FORMED SHAPES SHALL CONFORM BELOW THE PREVIOUSLY DETERMINED LOWEST FINISHED PLEASE REVIEW ALL DRAWINGS, SIGN AND TO A5TM AG53 AND A5TM C-955. ALL MEMBERS SHALL GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL RETURN FOR FABRICATION OF CANOPY BE FORMED FROM MATERIAL HAVING A 50 K51 MINIMUM BE SET LEVEL AND ON THE SAME ELEVATION. YIELD STRENGTH. TO OBTAIN PROPER CANOPY CLEARANCE, CANOPY SIZE C3 APPROVED AS SUBMITTED [� APPROVED WITH NOTED CHANGES COLUMN SPACING APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES CLEARANCE CD APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES SIGNAGE 0 NUMBER APPROVED AS SUBMITTED LAYOUT APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES DECALS ® APPROVED AS SUBMITTED ' APPROVED WITH NOTED CHANGES f LIGHT'S NUMBER APPROVED AS SUBMITTED 1 LAYOUT APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES ELEVATION FORMS FORWARDED TO GENERAL CONTRACTOR r: C; I APPROVED BY: DATE: NOTE: SIGNED SALES ORDER, APPROVAL DRAWINGS, AND A COMPLETED ELEVATION FORM MUST BE RECEIVED AT LEAST 3 WEEKS PRIOR TO DELIVERY OF ANY CANOPY MATERIALS. REQUESTED DELIVERY DATE: 5) BOLTS SHALL CONFORM TO A5TM A325 FOR CONTRACTOR SHALL PROVIDE McGEE CORPORATION 5TRUCTUKAL STEEL CONNECTIONS. BOLTS SHALL WITH FINAL FOUNDATION ELEVATION AND BE TIGHTENED PER AI5C TURN OF THE NUT METHOD. THE HIGHEST FINISHED GRADE ELEVATION COVERED BY THE CANOPY. G) MINIMUM REQUIRED SOIL BEARING PKE55URE Of 2000 P5F 9} A307 ANCHOR BOLTS * WOOD TEMPLATES SHALL BE SHALL BE PROVIDED BY THE OWNER. FURNISHED BY McGEE CORP. 7) DE51GN CRITERIA- FLORIDA 13LDG CODE 2001 10) STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED Roof Live Load = 20 P5F TO EXTERIOR EXP05UKE HAS BEEN PRIMED COATED Roof Snow Load (A5CE 7-98): ONLY. FIELD TOUCH-UP, FIN15H PAINTING AND Ground Snow Load- Pg =0 P5F MAINTENANCE ARE THE RE5PON515ILITY OF THE OWNER. Flat Roof Snow Load- Pf = 0 P51' 1 1) FOUNDATIONS (WHERE SHOWN) HAVE BEEN 51ZED FOR Snow Exposure Factor- - = 1.0 GIVEN LOADS AND ALLOWABLE 501L PRESSURE. THEIR Snow Importance Factor = I .0 1, Thermal Factor- Ct= 1.2 DESIGN ASSUMES THAT THERE ARE NO BURIED TANKS Wind Load (ASCE 7-98) : OR OTHER NEARBY OBSTRUCTIONS THAT WOULD BE Basic Wind Speed (3-5ec. Gust) - V = 120 MPH DETRIMENTAL TO THEIR PROPER FUNCTION. THE ENGINEER Wind Importance Factor-lw= 1.0 (Category 1) OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION Wind Exposure -'C' OF FOUNDATIONS FOR THE RESOLUTION OF ANY Internal Pressure Coefficients - GCpi = 0,00 (Open Bldg.) CONFLICT, WHERE FOUNDATION DETAIL 15 NOT SHOWN EARTHQUAKE DE51GN DATA: McGEE CORPORATION AND THEIR ENGINEEK5 TAKE NO 5e15mIG Use Group- I RESPONSIBILITY FOR FOUNDATION DESIGN, SPECTRAL RESPONSE COEFFICIENTS - 12) ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE 5Ds =0, 121 3 55 =0, 1 13 9 Fa = I.GO WITH LATEST AW5 SPECIFICATIONS, USING E70XX 5DI =0.079 9 51 = 0.49 g Fv = 2.40 ELECTRODES. ALL WELDING SHALL BE PERFORMED SEISMIC DE51GN CATEGORY - 13 BY AN AW5 CERTIFIED WELDER. SITE CLA55 -1) (SOIL PROPERTIES UNKNOWN) PR. JOB N0. PR, 1011 NO, AL JOB NO. DRAWING NO. McGEE T35436-B P035436C—FUEL CORPORATION VANGUARD / ALAMO FUEL CANOPY 12701 East Independence SANFORD INTERNATIONAL AIRPORT Blvd, P.O. Box 1375 Matthews, NC 28106-1375 SANFORD, FL SEMINOLE COUNTY Phone: (800) 526-1589 Watts: (800) 526-5589 SCALE: 1 8=1'-0 IN ACCORDANCE DRAWN BY: KBH CHO BY: DATE: 12-10-04 WITH REV. LETTER: METAL CANOPY 63f-2» x 89'-0" These prints are the 1 z— 14-0 � property of McGee Corp.. Reproduction or reuse is FOUNDATION L/O & DETS. SHEET NO, prohibited without written permission. 1 OF. -3 45'-0" 42'-6" (BEAM LENGTH) CL SPL (BEAM LENGTH) R� 8'-10 3/4" 8'-10 3/4" 8'-10 3/4" 8'-10 3/4" 5'-2" 5'-4 1/4" 10'-6 1/4" 10'-6 1/4" 10'-6 1/4" DETAIL 8C2 1 10 PLACES CL STRUT CL STRUT CL STRUT CL STRUT CL STRUT CL STRUT - Zo OJ _ — 1 U I R N r N X CD M _N 3 O R 3 0 I i IU h 0 10X10x un to LO C.� 00 '- ado ca I 'n 0 a _ _WI 4X34 Z O) W M O N x DETAIL _ WATT N I a- 0. `. N 8 PLACES I N DETAIL WP2 o DETAIL GS3 c° 0 6 PLACES N r. I X 36 PLACES — o X X 0 M X r. o0 r- m 31 3�20 I m I - - O N 0> C rn Q, a, Q, x °' _ O a 1.O 2'-0" N I e O TYP(O MMI R m - - ,o o I °� I I rn X 000 R X N DETAIL PHS DETAIL DC9 _N 4- I in R N 0 3 18' PLACES — 11 PLACES -- �* N _j m m l RO 4x 4 M- -4 14 4 Z I rn is c' 8 0' X g I 0 t to � 0 W a _' X O 3 3 � ! Oj ��kS O al t0 (a N 3 O J 1 in = 6 J �.,. I� im m m 00 00 r� m m a0 _ O tt CL COL CL COL CL COL CL SCUPPER 1T-9 1/2" CL O'FLOW 17'-9 1/2" CL SCUPPER 21'-0 1/2" CL O'FLOW 21'-0 1/2" CL SCUPPER IN DETAIL WA2T 4'-6" 35'-7" 42'-1" 5'-tOr' 4 PLACES 88,-0" (DECKING) 88'-11 3/4" (OUT TO OUT OF OUTRIGGERS) 89'-0" (FASCIA) CANOPY ROOF PLAN 20 GA. WHITE EMBOSSED G-90 GRAND SPAN 16.0" STEEL DECKING 132 PANELS 0 30'-10" .032 ALUMINUM GLITTER SYSTEM 6" COLOR TO MATCH DECK STITCH DECKING WITH TEK 0 MIDSPAN BETWEEN PURLINS, 2" MINIMUM FROM FLAT SIDE OF DECK PAN. (INDICATED ON ROOF PLAN WITH DASHED LINE) M T 'I R O 4 O O O O - io II I O O O O O io FURNISH (24) RICHMOND 400 WATT LIGHT FIXTURES. INSTALLED & WIRED BY OTHERS. O J 4_4 U I—L U LL I �0 -1 O 1 O T O O O O O O O O O O 11 J. I io v- io t- W-0" 14'-8" 14'-8" 16'-0" 14'-8" 14'-8" 7'-4" CANOPY LIGHT LAYOUT DETAIL fCP10 DETAIL CPt 1 63'-2" (FASCIA) 36'-6" 13'-2" CL COL CL COL j DETAIL DC16 DETAIL TC1 7 PLACES DETAIL DC15 DETAIL %X1 7 PLACES BOTTOM OF ` FASCIA TO DETAIL DC2 WHITE ACM FASCIA a BOTTOM OF ON ALL SIDES OF CANOPY O v W18 MAIN FRAME 0 0 � DETAIL �DC`I7 DETAIL F0107 �- — w— ''� Z DETAIL FD108 DETAIL DC18 UJI J MAIN FRAME DETAIL i. 5/8' t ,y 1 38) 3/4" 4 1/4" (TYP) (T 3/8« W14 .. ` (TYP W12 \ _ w12 " W12 i of 10 1: 0 01 to f -0- O � _� 1/4x3x3x8" LONG ANGLE, N.S. & F.S. O 01 1 I !6 ao � (1) PER CONNECTION /8" wto 00 BOLTS w/ NUTS2& W1* LONG = AS ERS O 4 LW14 W14 4 CUT (TYP) M (TYP) n 1 1 4x3x3x8" LONG ANGLE, (2) PER CONNECTION AS SHOWN w/ (12) 5/8"0 x 2 1/2" LONG BOLTS w/ NUTS & WASHERS DETAIL (WAIT DETAIL KAM ItiE I I ,Cis IAI•Er Pa E. -- -- 41'0 I?OCK'iNGHAM ROAD S. GREENSBORO, NORTH CAROLINA 27407 4-:7 i ANCHOR BOLT SHIPPING REQUIREMENTS ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY CANOPY 1-1/2" x 36" LONG HEADED A.B. 8 i CANOPY 1-1/4" x 36" LONG HEADED A.B. 20 II . HARDWARE LIST BREAK —DOWN (REFERENCE ONLY) 4., ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY r TC1-TOP PLATE (7 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 28 (4) 11/16"0 HOLES WP2-BEAM SPLICE (6 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 36 PURLIN-4— i 311 WP2-BEAM SPLICE (6 PLACES) 6x10x1/4" PLATE 6 WAIT BEAM SPLICE (8 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 96 i WA1T-BEAM SPLICE (8 PLACES) 1/4"x3"x3%8" STL. ANGLE 16 PURLIN CL (4) 5/8"0 x 2 1/2" L.G. WA2T BEAM SPLICE (4 PLACES), 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 24 A-325 BOLTS W/ (4) 5/8" HEX, NUTS WA2T-BEAM SPLICE (4 PLACES) 1/4"x3"x3"x8" STL. ANGLE 4 . 1/4" PL STIFFENER & (8) 5/8" I.D. WASHERS N.S. & F.S. TYPICAL PHS-CONNECTION (18 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 72 GS3-CONNECTION (36 PLACES) 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 144 MAINFRAME CANOPY SHIPPING STEEL HARDWARE MANIFEST j��j QUANTITY DESCRIPTION QUANTITY PULLED CHECKED TRAILER LOADED r DETAIL j- j 1 SHIPPED BY BY # BY 400 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 20 1/4"x3"x3"x8" STL. ANGLE 6 (WP2) 6x10x1/4" PLATE CANOPY SHIPPING MANIFEST TOP BASE PLATE & VENT PLATE PLATE DRAINS CONON DUIT 1 BM-1 W14x30 "' 55-2 ( ) I 2 BM-2 W18x50 (55'-2") f ., 6 BM-3 W14x34 (44'-11 7/8") 6 BM-4 W1434 (43'-3 7/8") 12 BM-5 W6x9 (11'-3 1 /16") 6 SM-6 W6x9 (8'-11 9/16") i 8 BM-7 W12x19 (11'-2") 2 BM-8 W12x19 (8'-10 1/2") 5 COL 1,2,3,6,7, TS 10x10x1/4" 2 COL 4.5, TS 10x10x5/16" 68 SIDE OUTRIGGERS SPACED 0 32" O.C. 50 END OUTRIGGERS SPACED 0 32" O.C. 1-LOT HARDWARE _ _ ---- --- - - --- - - - -- PI2, Jb5 N0. _ FINAL J6S NO. I NC NO. --- -- MCGF=F= I 35436—B ERECTION NOTES: REVIEW PLANS & DETAILS PRIOR TO INSTALLATION. INSTALL BEAMS ACCORDING TO MARKED END #'S ON ROOF PLAN. BEAM OVERHANG IS 4" LONGER ON RIGHT HAND END OF CANOPY. THIS IS TO ALLOW FOR DECK PANEL GROWTH, INSTALL DECK PANELS FROM LEFT TO RIGHT ON MAIN CANOPY. SEE MANIFEST FOR OUTRIGGER SPACING. CORPORATION VANGUARD / ALAMO FUEL CANOPY 12701 East Independence SANFORD INTERNATIONAL AIRPORT Blvd, P.O. Bo13 Mathews, NCx28106-1375 SANFORD, FL SEMINOLE COUNTY Phone; (804) 526-158 Watts; (800) 526—SSB9 - SCALE; 1 8=1'_O IN ACCORDANCE DRAWN BY: KBH WITH REV. DATE: 12-10-04 LETTER: CHK'D BY: These prints ore the property of McGee Corp,. METAL CANOPY 63 — 2" x 8 9' — 0" / C Reproduction or reuse is prohibited without written SHEET NO. permission. ROOF PLAIN & DETAILS 2 of 3 - -:- - TOP TRIM PLACED TOP TRIM PLACED ABOVE GUTTER ;r ABOVE GUTTER J" CONT. CAULK #8x3/4 MOD, TRUSS CONT, CAULK GUTTER ATTACHED APPROX. 24" O.C. GUTTER ATTACHED TO HANGER w/ #12xi TO HANGER w/ #12x1 ACM GUTTER HANGER (HAT) GUTTER HANGER (HAT) r #1Ox3/4 AT TOP TRIM TO GUTTER r APPROX. 2e O.C. #12x1 TEK ATTACHES 20 GA. TOP TRIM #12x1 TEK ATTACHES 20 GA, TOP TRIM PERIMETER GUTTER TO (ANY COLOR) #10x3/4 AT DIVIDER ATTACH DECK TO TUBING PERIMETER GUTTER TO (ANY COLOR) THE HANGER TO GUTTER w/ #12x1 TEK (3 PER DECK THE HANGER TOP TRIM PANEL AT EACH PURUN SUPPORT) TOP TRIM ATTACH DECK TO TUBING �'� PLACE TOP TRIM .r CAULK AT EACH TEK CONNECTION W/ #12x1 TEK (3 PER DECK „ 1/4* ABOVE GUTTER PLACE TOP TRIM PANEL AT EACH PURLIN SUPPORT) 24 HAT PERIMETER GUTTER / DIVIDER AT 32" D.C. 36" HAT PERIMETER GUTTER 1/4 ABOVE GUTTER CAULK AT EACH TEK CONNECTION HANGER SPACED 0 32 HANGER SPACED 032" #10x3/4 TEK ATTACHES BACK DECKING #10x3/4 TEK ATTACHES BACK STAGGER of DIVIDER TO GUTTER " 1 8- 1 1 2 O 12" DECKING 1 4 1/2" #1Ox3/4 TEK - of DIVIDER TO GUTTER #12x1 TEK ATTACHES (BOTH SIDES) _ _ _ _ _ _ _ _ #10x3/4 TEK » ,� " GUTTER HANGER TO DECK COSMETIC - - - - - - (BOTH SIDES) 1 x 3 x 1/8 TUBING #10x3/4 TEK ATTACHES 1» #12x1 TEK ATTACHES 3" 4 1/2" WELDED TO PURLIN CAULK DIVIDER TO GUTTER w GUTTER HANGER TO DECK �� #10IDER TEK ATTACHES Wi2x19 DIVIDER TO GUTTER FOR DECK ATTACHMENT (1) 12-24x1 1/4 TEK PERIMETER W 1"x 3"x 1/8" TUBING ACM FASCIA GUTTER ACM FASCIA �� PERIMETER WELDED TO PURLIN I� (1) 12-24x1 1/4 TEK GUTTER FOR DECK ATTACHMENT �� COSMETIC PURLIN CAULK FRONT HALF of 10x3/4 TEK BOTH SIDES) 7 1/2" 2 PC. DIVIDER BACK HALF of ® FRONT HALF of 'i a SPACED ® 32" O.C. MAIN FRAME 2 PC. DIVIDER 2 PC. DIVIDER "> GUTTER 8" SPACED 0 32" O.C. MAIN FRAME BACK HALF of 2 PC. DIVIDER 10x3/4 TEK SIDES) 2 PC, R00 ATTACHED T,) BOTH SIDES) EACH DIVIDER ATTACHED O. TO 10x3/4 TEK 2 PC, ROD ATTACHED TO W/ (2) #10x3/4 TEKS tBOTH SIDES) EACH DIVIDER (32" O.C,) lOx3 4 TEK PLUMB DIVIDER BACK BEFOREJ w/ (2) #10x3/4 TEKS ATTACHING THE BRACE PLUMB DIVIDER BACK BEFORE ATTACHING THE BRACE CAULK JOINT AT DECKING & PERIMETER GUTTER CONNECTION. CAULK JOINT AT PERIMETER GUTTER CAULK JOINT AT DECKING & PERIMETER GUTTER BOTTOM TRIM & ENCLOSURE w/ COSMETIC CAULK BOTTOM TRIM CONNECTION. CAULK JOINT AT PERIMETER GUTTER -� & ENCLOSURE w/ COSMETIC CAULK N N T #8x3/4 MODIFIED TRUSS T T� - DETAIL D1O PAINTOTO COLOR OF FASCIA w"TIR DETAIL DiQ APPROX,M2OO.Cp TRUSS 12-.10-04 SLOE 20 (WHITE) BOTTOM TRIM Cq S IpFOG 12-10-04 END PAINT TO COLOR OF FASCIA 20 GA, BOTTOM TRIM PIN&N RUP�C h (WHITE) Np RNT I"TAU A� 1 1/2" COLOR / CUT R gTe�O 6'tINQ W000 COLOR TlipS SE N VR" R PL 3/8" (N.S. & F.S.) TOICH E TOIOWSGU�04F CU1 4 1 2" 4 1 2" (STEEL OVER 16' HIGH) LAp C AppA NOWCE Sllp Tl1%�R OTER PL 1/4" (N.S, & F.S,) W°; pTNFRER 0�(E10T1TTS RE EThA�$ Op AN AL 1 f4N TpUIRFp RISE S SFc� 2 UTTERIip RI; I 14 L I I � 1/4 W 1 1/211 7 1/2", 7 1/2", i 1 /2" 1/4 / 1 /4R COL. + + o DETAIL (GS1 L —11 REV,1 08-20-03 PL 3/4" x 10" x 1'-6" 3-1/2" LG, W12 BEAM r- CL (4) 11 /16"0 HOLES, ALONG W/ 5/16%6"x10" AND GREATER PLAT N (4) 5/8" 0 x 2 (4) 5/8" HEX, 1/2" NUTS LG. & A-325 BOLTS W/ (8) LD, WASHERS „ (3 GA, HOLES) WELDED TO W6x9 BEAM nW6x9 STRUT FLANGE TO PLATE 1 4 00 1/4 4„ 4x4x5/16" 1/4 I STIFFENER 3/16 TS 1Ox10 (4) 5/8"0 BOLTS x 2 1/2""LONG WEB F��3/164 PLATED DETAIL REVA 11-17-98 A-325 BOLTS W/ (4) 5/8 HEX DETAIL NUTS & (8) 5/8" I,D. WASHERS, IC-h REV,311-11-98 DETAIL GS3 REV,8 3/18/03 PURUN STIFFNER / 3" DECK PANEL. \ „ / \ / 3 DECK PANEL \ 2 1/2 X15 GA. CONT. DRYWALL 2 1/2" x16 GA. CONT. DRYWALL / USE #12x1 TEK ® 24" O.C. TO \ / USE #12x1 TEK ® 24" O.C. TO \ ATTACH TO DECK PANEL ATTACH TO DECK PANEL I--IM— -- - --IaL— —f111 fln- --=L-LaL- - - - - - - - - - - - - - - - - - J 12x1 TEK w/ N.W. 10 TUBE / \ 12x1 TEK w/ N.W. 1x3 TUBE / \ (3) PER PANEL \ (3) PER PANEL / PURLIN'" PURLIN'~' START END OF PANELS FINISH END OF PANELS DETAIL (C"Pf DETAIL (0_1'0� :AD FILE NO./PLOTLCALE 1/8=1'-0 35436 'A"T AppRUP s sh l TT ROOOA�►lkll @� ER NOTIAT� PIN ShoN A( TO CAU PAR (isF� k'"cDETAIL C1 g`w REV.1 11-17-98 _ ITS PERIMETER GUTTER CORNER ASSEMBLY j.. COPIED FROM SPECIFICATION for STRUCTURAL JOINTS 1- APPROX. MOD, D.C. USING ASTM A325 or A490 BOLTS APPROX 24" O.C. TURN OF NUT METHOD: BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION & BROUGHT TO A ACM SNUG -TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ` ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT !. OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE f MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES AND THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION SHALL BE 11GHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE, #IOx3/4 AT TOP DURING THE TIGHTENING OPERATION, THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH, TRIM TO GUTTER TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES, APPROX. 24" O.C. #O x3/4GUTTAT DIVIDER DIVIDER AT 32" O.C. BOLT LENGTH DISPOSITION OF OUTER FACE OF BOLTED PARTS BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE (UNDER SIDE OF HEAD TO NORMAL TO AND OTHER SLOPED NOT MORE THAN 1: 20 FROM NORMAL TO THE END OF BOLT) BOLT AXIS THAN 20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT ED)1: UP TO AND INCLUDING 1/3 TURN 1/2 TURN 2/3 TURN 4 DIAMETERS OVER 4 DIA- NOTMETEEXCBEDING UT 1/2 TURN 2/3 TURN 5/6 TURN 8 DIAMETERS A) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED. FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHOULD BE PLUS OR MINUS 30 DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES, B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL N STEP (1); -.. O STEP (2): STEP (3): SNUG THE JOINT MATCHMARK EACH NUT, §QhT APPLY THE REQUIRED SO THAT NO GAPS BOLT AND STEEL SURFACE tn� TURNS AS GIVEN IN THE EXIST BETWEEN THE IN A STRAIGHT LINE GOING TABLE ABOVE. ONE LAYERS OF STEEL AT THE BOLT ACROSS A CORNER OF U IN WORKER MUST HOLD HOLES. THE NUT, THE BOLT HEAD/NUT MARK STEEL STEEL AS THE REQUIRED SURFACE HEAD S TURNED. ROTATION PERIMETER GUTTER O'FLOW CUTOUT (SHOWN) NOTCH 2"x 6 3/4" HOLE IN GUTTER AS SHOWN (See roof plan for locations on canopy) 2 SQUEEZE SLIGHTLY _CENTER GUTTER O'FLOW CUTOUT TO POSITION THIS NOTCH 2"x 6 3/4" HOLE IN SLOT IN GUTTER AS SHOWN f ALTERNATE DIRECTION OF CUT OUT AND OVERFLOW IF MORE THAN (2) OVERFLOWS ARE PRESENT - See roof plan for locations on canopy) OVERFLOW INSTALLATION AU� INSERT (1) FLANGE AND BEND JUST ENOUGH •60T1f �g TO GET OTHER SIDE IN.ee note) ( Ft- G� GA51te USE (1) POPRIVET EACH SIDE THEN APPLY to S�E11 oppo E" COSMETIC CAULK AROUND EDGES. pl.�R� G IvET �IpI;OGE TS(5� (51de) PP 051 BREA(0oe) P0icolCq�PINN'Up COTNAUhqI�AP R G(GseiG)pl DETAIL 16PO T o I SRO o " e Qp lips pRIAk LOW 6%' 'No REV. 1 03-26-02 CUT NOT �OW %H % G SFgL, N MTh k h 0 0 U NOTE, FRONT FACE OF PERIMETER 0 U TT T GUTTER NOT SHOWN FOR CLARITY. l INTA<<C�01; SllpC TTFW" TO pOTj�R acRFAR USE SILPRUF CAULK ON ALL EDGES TAp qpO T W S A TOC R h FRI `R T A1,l OP THAT MAY PERMIT WATER PASSAGE oGE�T pRpNF p�T1FS R� �1>1FA(y� Ap04Q R �pW QRIMF w/ p�ERT hAl k t� 2R ONUS' iz s a 1 N Tp ER R RI. U PCs TIER NIMETFR R MARE s URf ALI, G CO REp � FIt�A.� 5� A� 10.E AP ROPR ��°0 AN DETAIL C1 REV.1 11-19-(8 PERIMETER/CENTER GUTTER CONNECTION CL (6) 11/16"0 HOLES. ALONG W/ 5/8"0 x 2 1/2" LG. A-325 BOLTS W/ �6) 6) 5/8" HEX. NUTS 1/4 ## W16 OR W14 1 3/8" 1 3/8" BEAM HEIGHT 1 1/2" 1 1/2 MAY VARY a a - o- Q Q PL 1/4" x 6" x 0'-10" LG. (W16) 4 1/2" —1 (W14) 3 1 /2" I 2 7/8„ s" A = 3 1 /2" DETAIL (W'P_'2 REV,4 11/09/00 3-BOLTS %TT;R / GRAND SPAN DECKING \ CONTINUOUS BEAD OF CAULKING (N & F)' 5" x 12" GUTTER CL// #N14x7 8 STITCH TEK / \ (3) PER PPANELWASHERS DETAIL 6C_2"� REV.1 11-19-98 \�_j DETAIL REV,2 4-10-01 :N TER T OUT ETAIL ONLY, SHALL EAR OF IT WATER _ ALUMINUM OVERFLOW (UNE UP w/OUTSIDE EDGE OF DRAIN HOLE IN ORDER TO POP ALUMINUM RIVET 4 PLACES) OVERFLOW FIELD CUT HOLE IN PERIMETER GUTTER OUTRIGGER NOT SHOWN\ DECKING RI IAA / O� FROM TOP SIDE OF RPlow — CANOPY APPLY SILPRUF CAULK TO ALL GUTTER BOTTOM POP RIVET, PENETRATIONS POP RIVET SCUPPER \ IN PLACE / USE WHITE CAULKING \ AROUND EDGE FOR �qpF �R IN�IOW FINISHING TRIM EMBOSSED ALUMINUM CUTTS BREAK FORMED SCUPPER eRTO KEI T I, A. A_1'E5 P. E . DETAIL(SC�2 aloe R OCKINGHAPi ROAD S. � 05-01-98 GREENSBORO, NORTH CAROLINA 27407 PR, J013 NO. FINAL JOB NO, ]DRAWNG NO. McGEE 35436—B P035436E—FUEL CORPORATION VANGUARD / ALAMO FUEL CANOPY 12701 East Independence SANFORD INTERNATIONAL AIRPORT MlO. Box 1375 attth wss, NC 28106-1375 SANFORD, FL SEMINOLE COUNTY Watts: (800) 526 526-5589 Phone. (70) -15SCALE: NTS IN ACCORDANCE DRAWN BY: KBH 89 DATE: 12-10-04 WITH REV, LETTER: CHK'D BY: These prints are the METAL CANOPY 63 — 2" x 8 91-0)) property of McGee Corp.. Reproduction or reuse is prohibited without written MISC. DETAILS SHEET NO. permission. 1Yg 3 OF. 3 OlsldOls "7 — 9 i CAD FILL NO./PLOT SCALE 35436 � I ► I I � Il I • _ WALKWAYA, _ _ _ _ --_T- -- ! _ 0. -- -------- - SIdOlSIdOlSIdO!SIdOlSldOlsidO l SldOtS INIq r SITE CONDITIONS / REQUIREMENTS 1.) PROVIDE A DRIVE ACCESSIBLE AREA TO WITHIN 15'-0" FROM THE EDGE OF CANOPY FASCIA IN ORDER TO UNLOAD MATERIALS AND PERFORM WORK, 2,) FILL ALL OPEN TANK HOLES AND TRENCHES WITHIN 15'-0" FROM THE EDGE OF CANOPY FASCIA FROM THE TIME THAT THE STRUCTURE ARRIVES AND UNTIL ERECTION IS COMPLETE. 3.) THE JOB SITE MUST BE GRADED LEVEL WITH NO SWELLS, DITCHES, OR TOPOGRAPHICAL IRREGULARITIES WITHIN 15'-0" FROM THE EDGE OF CANOPY FASCIA. ANY CONCRETE POURED PRIOR TO McGEE'S ARRIVAL MUST HAVE HAD AMPLE TIME TO CURE AND BE ABLE TO SUPPORT THE WEIGHT OF McGEE'S TRAILERS AND CRANES. 4.) THE JOB SITE MUST BE DRY ENOUGH FOR McGEE'S VEHICLES AND PERSONNEL TO PERFORM WORK, IF NECESSARY THE GENERAL CONTRACTOR SHOULD LAY GRAVEL IN EXCESSIVELY MUDDY AREAS TO ENSURE ADEQUATE WORK CONDITIONS. 5.) POURED CONCRETE PAVING UNDER THE CANOPY TO BE EXCLUSIVELY FOR WORK SPACE AND STORAGE OF MATERIALS. 6.) REMOVE ALL OVERHEAD OBSTRUCTIONS. 7.) FORM, SET, AND POUR FOUNDATIONS PER McGEE'S SITE SPECIFIC APPROVED FOUNDATION PLAN, ALL FORMS SHALL BE REMOVED PRIOR TO McGEE'S ARRIVAL. ALL THREADS SHALL BE FREE FROM DEBRIS AND DUST AND SHALL BE ACCESSIBLE, 8.) INSTALL ALL ANCHOR BOLTS W/ NUTS. SET AT PROPER ELEVATIONS WITH NO MORE THAN 1 /4" TOLERANCE. 9.) PROVIDE TEMPORARY POWER SOURCE (110 VOLTS) WITHIN 100 FEET OF THE STRUCTURE FOR INSTALLERS USE, 10.) OBTAIN ALL REQUIRED PERMITS FROM LOCAL AUTHORITIES AND ARRANGE ALL LOCAL INSPECTIONS. 11.) VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY DEVIATIONS FROM THESE DRAWINGS DUE TO FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER FOR MODIFICATIONS. r I m a-- _i -- --- _ -- t ---- - - i - t - - - t - t t OlS d01S dOlS dO!S dO r 1 I r l'' 'O I _s �o_s do_s do_s do_s dole do_� a�_ do �� S 1S II 1 ��OOD�O�UUOOODOO�DU�D�ODU��UDDDDDOOU�DO�OO�DUD�D��D��fl� HH1 i it i t-- - - - t ----- t -- - - - t— - -35 35 -- --35 35 — 35 33 - - - 32 - 30 - 29 t 27 25 1 j 02 03 -IT i I �I o INDEX: SHEET 1: SITE LAYOUT SHEET 2: WALKWAYS A * P FOUNDATION SHEET 3: WALKWAYS A * P ROOF PLAN SHEET 4: WALKWAY B FOUNDATION SHEET 5: WALKWAY B ROOF PLAN SHEET G: WALKWAYS C, D * E FOUNDATION SHEET 7: WALKWAYS C, D * E ROOF PLAN SHEET 7: STEEL, FASCIA * GUTTER DETAILS PLEASE REVIEW ALL DRAWINGS, SIGN AND RETURN FOR FABRICATION OF CANOPY CANOPY SIZE 0 APPROVED AS SUBMITTED Q APPROVED WITH NOTED CHANGES COLUMN SPACING Q APPROVED AS SUBMITTED Q APPROVED WITH NOTED CHANGES CLEARANCE Q APPROVED AS SUBMITTED Q APPROVED WITH NOTED CHANGES SIGNAGE 0 NUMBER APPROVED AS SUBMITTED 0 LAYOUT APPROVED AS SUBMITTED 0 APPROVED WITH NOTED CHANGES DECALS Q APPROVED AS SUBMITTED 0 APPROVED WITH NOTED CHANGES LIGHTS Q NUMBER APPROVED AS SUBMITTED Q LAYOUT APPROVED AS SUBMITTED Q APPROVED WITH NOTED CHANGES ELEVATION FORMS FORWARDED TO GENERAL CONTRACTOR APPROVED BY: DATE: NOTE: SIGNED SALES ORDER, APPROVAL DRAWINGS, AND A COMPLETED ELEVATION FORM MUST BE RECEIVED AT LEAST 3 WEEKS PRIOR TO DELIVERY OF ANY CANOPY MATERIALS. REQUESTED DELIVERY DATE: KEI I I A. i;A�.l.'_� p. t L. 4 10 7 ROCKINGHANi ROAD S. GREENSBORO, NORTFI CAROLINA 27407 GENERAL NOTES: 1) ERECTION OF STEEL STRUCTURE SHALL BE PERFORMED BASIC SEISMIC - FORCE - RESISTING SYSTEM - PER ALL AMEKICAN INSTITUTE OF STEEL CONSTRUCTION (A15C) INVERTED PENDULUM STRUCTURES ERECTION PROV(SIONS. CANTILEVERED COLUMN SYSTEMS 2) ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE Response Modification Coefficient - K = 2 112 WITH ACI "BUILDING CODE REQUIREMENT5 FOR System Overstrength Factor -no = 2 REINFORCED CONCRETE", (ACI 318-99). ALL CONCRETE Deflection Amplification Factor - Col = 2 112 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT SEISMIC BASE SHEAR (V) = G.G2k 28 DAYS OF 3000 P51 AND A MINIMUM UNIT WEIGHT ANALY515 - I G 17.5 SIMPLIFIED ANALY515 PROCEDURE OF 145 PCF. REINFORCING STEEL SHALL BE NEW BILLET 8) CANOPY FOUNDATION INSTALLATION: STEEL DEFORMED BARS CONFORMING TO ASTM AG 15, CONTRACTOR SHALL DETERMINE WHICH FINI5HED GRADE GO. GRADE ELEVATION AT EACH CANOPY COLUMN IS THE 3) STRUCTURAL STEEL SHALL CONFORM TO: LOWEST AND ESTABLISH ALL FOUNDATION LOCATIONS Wide Flange Beams - A5TM A992, Grade 50, Fy = 50 KSI IN RELATION TO THAT ELEVATION. CONTRACTOR MUST Structural Angle and Channel - A5TM A3G, Fy = 3G KSI VERIFY FUEL CONTAINMENT BOX SIZE AND LOCATION Structural Plate - A5TM A572, Grade 50, Fy = 50 KSI TO ENSURE FOUNDATION DOES NOT INTERFERE WITH Structural Tubing - A5TM A500, Grade C, Fy = 50 K51 BOX INSTALLATION. TOP OF FOUNDATION DEPTH Structural Pipe - A5TM A500, Grade C, Fy = 4G KSI MAY BE GREATER THAN BUT NOT LE55 THAN 1 2" 4) LIGHT GAUGE COLD FORMED 5HAPE5 SHALL CONFORM BELOW THE PR.EVIOU5LY DETERMINED LOWEST FINISHED TO A5TM AG53 AND A5TM C-955. ALL MEMBERS SHALL GRADE ELEVATION. ALL COLUMN FOUNDATIONS SHALL BE FORMED FROM MATERIAL HAVING A 50 KSI MINIMUM BE SET LEVEL AND ON THE SAME ELEVATION. YIELD STRENGTH. TO OBTAIN PROPER CANOPY CLEARANCE, 5) BOLTS SHALL CONFORM TO A5TM A325 FOR CONTRACTOR SHALL PROVIDE McGEE CORPORATION STRUCTURAL STEEL CONNECTON5. BOLTS 5HALL WITH FINAL FOUNDATION ELEVATION AND BE TIGHTENED PER AISC TURN OF THE NUT METHOD. THE HIGHEST FINISHED GRADE ELEVATION COVERED G) MINIMUM REQUIRED SOIL BEARING PRESSURE OF 2000 PSF BY THE CANOPY, SHALL BE PROVIDED BY THE OWNER. 9) A307 ANCHOR BOLTS WOOD TEMPLATES SHALL BE FURNISHED BY McGEE CORP. 7) DESIGN CRITERIA- FLORIDA BLDG CODE 2001 10) STRUCTURAL AND MISCELLANEOUS STEEL SUBJECTED Roof Live Load = 20 PSF TO EXTERIOR EXPOSURE HAS BEEN PRIMED COATED Roof Snow Load (ASCE 7-98): ONLY. FIELD TOUCH-UP, FINISH PAINTING AND Ground Snow Load- Pg =0 PSF Flat Roof Snow Load- Pf = 0 PSF MAINTENANCE ARE THE RESPONSIBILITY OF THE OWNER. Snow Exposure Factor- Cc = 1.0 1 1) FOUNDATIONS (WHERE SHOWN) HAVE BEEN 51ZED FOR Snow Importance Factor-15 = 1 .0 GIVEN LOADS AND ALLOWABLE 501L PRESSURE. THEIR Thermal Factor- Ct= 1.2 DE51GN ASSUMES THAT THERE ARE NO BURIED TANKS Wind Load (ASCE 7-98) : OK OTHER NEARBY 0135TKUCTION5 THAT WOULD BE Basic Wind Speed (3-5ec. Gust) - V = 120 MPH DETRIMENTAL TO THEIR PROPER FUNCTION, THE ENGINEER Wind Importance Factor-lw= 1.0 (Category 1) OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION Wind Exposure - ' C ' OF FOUNDATIONS FOR THE RESOLUTION OF ANY Internal Pressure Coefficients - GCpi = 0.00 (Open Bldg.) CONFLICT. WHERE FOUNDATION DETAIL 15 NOT SHOWN EARTHQUAKE DESIGN DATA: McGEE CORPORATION AND THEIR ENGINEERS TAKE NO Seismic Use Group- I RESPONSIBILITY FOR FOUNDATION DESIGN, SPECTRAL RESPONSE COEFFICIENTS - 1 2) ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE 5Ds =0. 121 g 55 =0. 1 13 cj Fa = I .GO WITH LATEST AWS SPECIFICATIONS, U51NG E70XX SDI =0.079 9 Si = 0.49 cj Fv = 2.40 ELECTRODES. ALL WELDING SHALL BE PERFORMED SEISMIC DESIGN CATEGORY - B BY AN AWS CERTIFIED WELDER. 51TE CIA55 - D (SOIL PROPERTIES UNKNOWN) PR. JOB NO. JOB NO. DRAWING NO. FINAL McGEE 35436 1 P035436F—WALK WA CORPORATION VANGUARD / ALAMO FUEL CANOPY 12701 East Independence SANFORD INTERNATIONAL AIRPORT Matthews, NC 28106-1375 SANFORD, FL SEMINOLE COUNTY Phone: (704) 526-1500 SCALE: NITS IN ACCORDANCE DRAWN BY: KBH Watts: 800 526-5589 DATE: 12-15-04 WITH REV. LETTER: cHKb BY: These prints are the property of McGee Corp. METAL CANOPY WALKWAYS Reproduction or reuse is prohibited without written SITE LAYOUT SHEET N0. permission. 1 OF. 8 A CD SEE F 288'-6 7/16" (FASCIA) TAT A T TITAT A V " A" Vn T TATn A rPTn AT T A V(1 T TrP 3OLTS COLUMN kTION W/ 3/4" THICK BASE PLATE INSTALLED BY McGEE CORPORATION I WHEN DRIVE LEVEL Q o 7'7J-0. #4's @ 8" O.C. �EACH WAY 14" (SQ.) co � ca _ 3" 3" CLR. CLR. 4'-0" SQUARE DETAIL JF-1""� ANGUARD CAR RENTAL KWAY "B" R N I SEE WALKWAY "B" FOR FOOTINGS (TYP) 1,_8„ 7" 7" 6"0 HOLE CENTERED IN BASEPLATE IS FOR ELECTRICAL CONDUIT R 00 1/4 TYP CL (4)-1 3/4"0 HOLES 3/8 PL 3/4" X 20" X 1'-8" LG. TS P L 1 /2" X 5" X 5" DETAIL (Bkh I _�� I EI H A. TryT E, P. E. a 4107 ROCKINGHAM ROAD S. GREENSBORO, NORTH CA.ROLINA 27407 WALKWAY " F" ROOF PLAN i ALL COLUMNS ARE TS 6x6x1/4 `r' I SEE DETAIL SC2 FOR DRAIN DETAIL (LOCATIONS TO BE +n N r CV r Lo 4ED) 20 16. STI1 BET FLA ON DETAI n0O' C -7 AC" 111 ITTM WALKWAY " A" NMI WALKWAY " F" �— GUTTER r N I Lo 1107 ROCKINGHAM ROAD S. GREENSBORO, NORTH CAROLINA 27407 A C C-2B - tB 1031',1 5�$' 31,1 5'$/ TO C-lB C-3B 2'-2 3/4" CIL COL 29)-0" CIL COL 30t-0" C-68 C-513 + CIL � COL 30#-0" 243'-5" FASCIA —1 516" 018 + + 5181, 100 /8 C-18B C-208 C-813 -9, C-108 C-12B C 14B C- 76 C-91B C-11B C-13B + C-153 C-17B + ]C-19B + DETAIL Fl (TYP) DETAIL BC1 (TYP) 'j# CL COL '" CIL COL CL COL 30#—" CIL COL 30f-0n CIL COL 301-0)" CIL COL 30—O30t-10' CIL COL 15-4 1/230'— 00 10 315-3 1/4- FASCIA WALKWAY "B" FOUNDATION LAYOUT (4) 1 1/4"0 HEADED ANCHOR BOLTS COLUMN FURNISHED BY McGEE CORPORATION W/ 3/4" THICK. BASE PLATE AND INSTALLED BY G.C. INSTALLED BY McGEE CORPORATION SEE ANCHOR BOLT NUT DRIVE LEVEL 711 7" TIGHTENING PROCEDURE WHEN SETTING COLUMN 0) 6"0 HOLE CENTERED IN + + BASEPLATE IS FOR ELECTRICAL CONDUIT A —., CONCRETE FOOTING--- + + ao WITH STEEL REINFORCING CD (BY G.C.) J) of 0 n--n 1/4 0 + z 7Z It 7" #4's 8" O.0TYP \\—CL (4)-1 3/4"0 HOLES 0 . > 3X8 PIL 3/4" X 20" X 1'-8" LG, > rEACH WAY 0 Cn 14" -(SQ.) TS 1/4 PIL 1/2" X 5" X 5" 3" CLR, 4'-0" SQUARE ion DETAIL (F'-I-DETAIL ki� VANGUARD CAR RENTAL� �- REV.5 08-20-03 McGEE PR. JOB NO. FIN CORPORATION VANGUARD Al 12701 East Independence SANFORD INTER'. Blvd. P.O. Box 1375 Matthews, NC 28106-1375 SANFORD, FL (S Phone: (704) 882-1500 SCALE: NTS IN AC( Watts: (800) 526-5589 DATE: 12-15-04 WITH F These prints are the property of McGee Corp- METAL WALK Reproduction or reuse is prohibited without written permission. FOUNDATION 71'-10 1/4" FASCIA F— :+ C-22B C-21B 00 L0 CIL COL 30#-0` SEE WALKWAY Y"C"(FOR 'S FOOTINGS (TV) KEITH A. TA T I-- P. E. 4107 ROCKINGHAM. ROAD S. GREENSBORO, NORFI-I CAROLINA 27407 243'-5" GUTTER 29'-0" 30'-0" 30'-0" 30'-0" 30'-0rr 30'-0" 30'-0" 2'-2 3/4" DETAIL GS3 22 PLACES - W12x19 W12x19 u W12x19 W12x19 W12x19 W12x19 W12x19 DETAIL WP1 — — o16 PLACES - o x 0 �o 3 3 3 3 3 3 3 W12x19 11 W12x19 W12x19 11 W12x19 W12x19 W12x19 W12x19 �i / / _ 5'-0" 15'-0" 15'-0" 5'-0" 10'-0" 10'-O" 5'-0" 15'-0" _ 15'-0" 5'-0"_ 10'-0" 10'-0° _ 5'-O" 15'-0" 15'-0" 5'-0" 10'-2 1/4" 10'-2 1/4" 12'-11 1 8" 12'-11 1 8° i + CL SPLICE r n CL SPLICE " CL SPLICE n CL SPLICE " CL SPLICE n CL SPLICE 20'-4 1 2" CL SPLICE 25 -7 1/4 40 -0 20 -0 40 -0 20 -0 40 -0 / 315'-31/4" GUTTER WALKWAY „B�' ROOF PLAN Z GA; WHITE EMBOSSED G-90 16.0" GRAND SPAN STEEL DECK ALL COLUMNS ARE TS 6x6x1/4 STITCH DECKING WITH TEK ® MIDSPAN SEE DETAIL SC2 FOR DRAIN DETAIL (LOCATIONS TO BE DETERMINED) BETWEEN PURLINS, 2" MINIMUM FROM FLAT SIDE OF DECK PAN. (INDICATED ON ROOF PLAN WITH DASHED LINE) DETAIL CP10 DETAIL CPi1 CAD FILE NO./PLOT SCALE 3.5436 SEE WALKWAY "A" I I 30'-0" 15'-4 1 /2" 30'-0„ I I I _ I I W12x19 W12x19 SPLICE OVER ' COLUMN' 3 3 3 W12x19 W12x19 ii 4'-7 1 /2" 15'-0" _ 15'-0" 7'-81/4" 7'-81/4" 15'-0" 5'-0" 10'-0" 50'-0" CL SPLICE 20'-0„ CL SPLICE 71'-10 1/4" GUTTER 15'-0" 40'-0" 2 PLACES \ - 30'-0" W12x19 T I x19 I I 15'-0" I I L I I I I WALKWAY "C" AND "D" E. 4107 ROCKINGHAM ROAD S. GREEN S"0RO, NOR rH CAROLINA 27407 FOOTINGS (TYP) v v" 151'-5 5/16" GUTTER (CANOPY BELOW) SETTING COLUMN SETTING COLUMN m' m 6 0 HOLE CENTERED IN BASEPLATE IS FOR ELECTRICAL CONDUIT cl) CONCRETE FOOTING CONCRETE FOOTING F. WITH STEEL REINFORCING N w WITH STEEL REINFORCING N o (BY G.C.) o (BY G.C,) _ 0j\\j _ j\\/ 1 /4 o = z //\\i o c� �„ �„ #4's @ 8„ O.C. 0v �„ �„ #4's @ 8" O.C. TYP 3/8 I >- EACH WAY � >- EACH WAY c�1 o m 140' N o m 14" LL 3» 3» 3» '\ CLR. CLR, CLR. CLR. 4'-0" SQUARE 5'-0" SQUARE n u \-CL (4)-1 3/4"0 HOLES PI -'� /4" X 20" X 1'-8" LG. S PL1/2„ X5„ X5„ DETAIL(fll"`DETAIL (F'2- DETAIL (Bkh VANGUARD CAR RENTAL VANGUARD CAR RENTAL REV.5 08-20-03 =E WALKWAY "F' FOR )OTINGS (TYP) I ITr� A. TA P. G� 4107 ROCKINGHAM. ROAD S. GREENSBORO, NORTH CAROLINA 27407 s 5/1R" (,IITTFR (CANt7PY RFI OW1 3/16"xYxY STL ANGLE WELDED TO COLUMN TS 6x6 W12 (TOPS FLUSH) W12 (TOPS FLUSH) N \ N N \ (3) 5/8"Ox2 1/2" LONG BOLTS w/ NUTS AND WASHERS to DETAIL 4AM CAD FILE NO,/PLOT SCALE 1/8=1'-0 35436 TS 6x6 SEE WALKWAY "F" F O I 00 VARIFS AT CANnPY n Rr F TTER _Y 4107 ROCK{NGHAN! ROAD S. GREENSQORO, NORTH CAROLINA 27407 J i 24" HAT PERIMETER GUTTER HANGER SPACED © 32" #12x1 TEK ATTACHES GUTTER HANGER TO DECK ATTACH DECK TO TUBING w/ #12x1 TEK (3 PER DECK PANEL AT EACH PURLIN SUPPORT) 3" 1'-3" CAULK AT EACH TEK CONNECTION— STAGGER 1/8— 1 1/2 4 12" I #12x1 TEK ATTACHES PERIMETER GUTTER TO THE HANGER s" 4 1/2' DECKING 1% 3"x 1/8" TUBING PERIMETER WELDED TO PURLIN GUTTER FOR DECK ATTACHMENT COSMETIC CAULK 1" •-j ��— PURLIN i I DETAIL fD10 WALKWAY SIDE DETAIL (G'S�i 1„ cn LO 7 1/2" 3/8" (N.S. oc F.S.) _EL OVER 16 HIGH) 1 /4" (N,S. & F,S.) CV W12 BEAM AND GREATER N 5/16"x6"x10" PLATE (3" GA. HOLES) WELDED TO W6x9 BEAM W6x9 STRUT FLANGE TO PLATE 1/4 " 00 4x4x5/16" STIFFENER 3/16 (4) 5/8"0 BOLTS x 2 1/2" LONG 3/16 4" WEB PLATEO A-325 BOLTS W/ (4) 5/8 HEX NUTS & (8) 5/8" I.D. WASHERS. DETAIL GS3 REV.8 3/18/03 PURLIN ST"FFNER 3" DECK PANEL \ 2 1/2" x16 GA. CCNT. DRYWALL / USE #12x1 TEK CAD 24" O.C. TO ATTACH TO DECK PANEL I — 12x1 TEK w/ N.W. 1x3 TUBE / \ (3) PER PANEL / PURLIN'~' START END OF PANELS DETAIL CP1 ATTACH DECK TO TUBING w/ #12x1 TEK (3 PER DECK #12x1 TEK ATTACHES PANEL AT EACH PURLIN SUPPORT) PERIMETER GUTTER TO CAULK AT EACH TEK CONNECTION THE HANGER 36" HAT PERIMETER GUTTER — HANGER SPACED @ 32" DECKING ---------- #12x1 TEK ATTACHES GUTTER HANGER TO DECK 1"x 3"x 1/8" TUBING PERIMETER WELDED TO PURLIN GUTTER FOR DECK ATTACHMENT COSMETIC CAULK 7 1/2" DETAIL D10- WALKWAY END 1'-6" 1'-6" 1 1/2" F7 1/2" 7 1/2" 1 1/2" 1 1/2" 7 1/2" 7 1/2" 1 1/2" 1 3/ 1 3/4" 4, cV N D L „ / 1 3 4„ ZpL 3/4" X 6" x 1'-6" LG. 1 3/4PL 3/4" x 6„ x 1'-6" LG. zCL (4) 11 /16"4 HOLES. ALONG W/ CL (4) 11 /16"0 HOLES. ALONG W/ �4� 5/8"0 x 2 1/2" LG, A-325 BOLTS W/ (4) 5/8"0 x 2 1/2" LG. A-325 BOLTS W/ 45/8" HEX. NUTS & (8) I.D. WASHERS (4) 5/8" HEX. NUTS &`(8) I.D. WASHERS 3/16" 6" 3/1 IFS 6x6 TS 6x6 DETAIL (Tff DETAIL (T'Ci FOR W12x19 BEAMS REV.3 11-11-98 FOR W12x26 BEAMS NOT TO ALL °�Es APpROXF OT T�F N Z,R DETAIL e1 REV 02-24-98 W12 BE 5►�A�f EpGE SI�PR EpGES mTIR Ep �I IOTO w pm �R G ING L�0 U KID LK G A ORKF1 IARETSEA� 1 PROPR P 1 3/8" CUT f ~ TOPS FLUSH (TYP I- M �— U W12 O °0 ao 5/8" •V I �— W12 1 /4x3x3x8" LONG ANGLE (N.S. & F.S.) (2) PER CONNECTION w/ (9) 5/8" 0 x 2 1/2" LONG BOLTS w/ NUTS & WASHERS DETAIL WAIT CL (6) 11 /16" 0 HOLES. ALONG W/ (6 5/8"0 x 2-1/2" LG, A-325 BOLTS W/ - 3" DECK PANEL \ / (6� 5/8" HEX. NUTS \ 1 4 —2 1/2" x16 GA. CONT. DRYWALL W10 OR W12 1 3 / 8" 1 3 8" / BEAM HEIGHT USE #12x1 TEK CAD 24" O.C. TO ATTACH TO DECK PANEL \ 1 1/2" 1 1/2" MAY VARY I— --- ---- — -- --— ------ -- \ 7 12x1 TEK w/ N.W. 1x3 TUBE / — Q (3) PER PANEL / _ 00 Q PL 1 /4" x 6" x 0 —8" LG. \ - _'�-PURLINI — / . (W12) 3 1/2'_' j (W10) 2-7/16 2 7 8 2 7/8" FINISH END OF PANELS 6" FA = 2 1/2" DETAIL (C'P_l DETAIL WP1 REV.4 11/09/00 3—BOLTS COPIED FROM SPECIFICATION for STRUCTURAL JOINTS USING ASTM A325 or A490 BOLTS TURN OF NUT METHOD; BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION & BROUGHT TO A SNUG —TIGHT CONDITION. SNUG TIGHT IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE JOINT ARE IN FIRM CONTACT, THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES AND THEN THE BOLTS OF THE CONNECTION SHALL BE RETIGHTENED IN A SIMILAR SYSTEMATIC MANNER AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION, ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE. DURING THE TIGHTENING OPERATION, THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH, TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT TO ITS FREE EDGES. DISPOSITION OF OUTER FACE OF BOLTED PARTS BOLT LENGTH (UNDER SIDE BOTH FACES ONE FACE NORMAL TO BOLT AXIS BOTH FACES SLOPED NOT MORE OF HEAD TO NORMAL TO AND OTHER SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE END OF BOLT) BOLT AXIS 20 (BEVELED WASHER NOT BOLT AXIS (BEVELED WASHER NOT UTHAN SED)1: UP TO AND INCLUDING 1/3 TURN 1/2 TURN 2/3 TURN 4 DIAMETERS OVER 4 DIA— METERS BUT 1/2 TURN 2/3 TURN 5/6 TURN NOT EXCEEDING 8 DIAMETERS A) NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) BEING TURNED, FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE SHOULD BE PLUS OR MINUS 30 DEGREES, FOR BOLTS INSTALLED BY 2/3 TURN AND MORE, THE TOLERANCE SHOULD BE PLUS OR MINUS 45 DEGREES, B) APPLICABLE ONLY TO CONNECTIONS IN WHICH ALL MATERIAL WITHIN THE GRIP OF THE BOLT IS STEEL. STEP (1): 0.1 SNUG THE JOINT SO THAT NO GAPS STEP (2): MATCHMARK EACH NUT, BOLT BOLT AND STEEL SURFACE END STEP (3): APPLY THE REQUIRED TURNS AS GIVEN IN THE EXIST BETWEEN THE IN A STRAIGHT LINE GOING TABLE ABOVE. ONE LAYERS OF STEEL ACROSS A CORNER OF NU WORKER MUST HOLD AT THE BOLT HOLES. THE NUT. THE BOLT HEAD/NUT MARK STEEL STEEL AS THE NUT/BOLT REQUIRED I SURFACE HEAD IS TURNED, ROTATION AEI, 6E 5� �F Epp SI�PR EpGES TIRE p �� Ii�TO � ArJ G�� K GA0�KITO A��O T 5N0 ERIO WN Goff 0 v�oRK F NGPIE if �0 R OF 01W WB y 101 �T� p2R GO PC 1' 4E �1 GoT AP �101 GRIT GUT ORFAt� O�LI ETER FORGOTE � PAR CIE 0 G�OFF 1R R PERI P� �E DETAIL (b�C16 A REV. 02-24— 98 PERIMETER GUTTER CORNER ASSEMBLY ALUMINUM OVERFLOW (LINE UP w/OUTSIDE EDGE OF DRAIN HOLE IN ORDER TO POP ALUMINUM RIVET 4 PLACES) OVERFLOW FIELD CUT HOLE IN PERIMETER GUTTER OUTRIGGER NOT SHOWN\ DECKING gCFT OyF FROM TOP SIDE OF/ CANOPY APPLY SILPRUF F`Ow CAULK TO ALL GUTTER BOTTOM POP RIVETt / PENETRATIONS \ O PLACE SCIAPPER ry0 j e N/ e00yI,NTO @F CUONT TFROF ESQ WAI10 011E AS AROUND EDGE FOR CAULKINGTE \ / CAPER IN�ORu FINISHING TRIM EMBOSSED ALUMINUM Qw BREAK FORMED SCUPPER RS T 0 KEI H A. TAT=,� � � � DETAIL r%% Ii. 4107 ROCKINGHAM ROAD S. — SC^, GREENSBORO, NORTH CAROLINA 27401 � 05-01 98 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURIJ C3AME - CA - 94010 TEL (650) 692-9911 FAX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT c W O z ■ Z J w O z �- L cc w 0 Lu O o z LL. J as U. w Z O Z W W / V / (D DATE JOB NO. 20454 momi SHEET OF 0 D D N V D 0 0 0 V) 0 V Y D i- E 0 0 L GENERAL REQUIREMENTS 1.01 REFERENCE TO GENERAL CONDITIONS A. THE GENERAL CONDITIONS SHALL BE CONSIDERED AS FORMING A PART OF THE SPECIFICATIONS AND SHALL BE CAREFULLY EXAMINED BEFORE PROPOSALS FOR ANY WORK ARE SUBMITTED. UNLESS THE SPECIFICATIONS CONTAIN STATEMENTS WHICH ARE MORE DEFINITIVE OR MORE RESTRICTIVE THAN THOSE CONTAINED IN THE GENERAL CONDITIONS, THE SPECIFICATIONS SHALL NOT BE INTERPRETED AS WAIVING OR OVERRULING ANY REQUIREMENTS EXPRESSED IN THE GENERAL CONDITIONS. 1.02 CODES, PERMITS AND INSPECTIONS A. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OVER CONSTRUCTION WORK AT THE PROJECT. B. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED, PAID FOR, AND MADE AVAILABLE AT THE COMPLETION OF THE WORK. C. ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO THE APPROVAL OF AN AUTHORITY HAVING JURISDICTION, SHALL BE GOVERNED BY THE APPLICABLE SECTIONS OF THE OVERALL NATIONAL FIRE CODE, AS PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION. D. INSTALLATION PROCEDURES, METHODS, AND CONDITIONS SHALL COMPLY WITH THE LATEST REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). E. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND FILING UNTIL THE INSTALLATION HAS BEEN APPROVED BY THE AUTHORITIES HAVING SUCH JURISDICTION. 1.03 GUARANTEES AND CERTIFICATIONS A. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM LEAKS OR DEFECTS. ANY DEFECTIVE MATERIALS OR WORKMANSHIP AS WELL AS DAMAGE TO THE WORK OF ALL TRADES RESULTING FROM SAME SHALL BE REPLACED OR REPAIRED AS DIRECTED FOR THE DURATION OF STIPULATED GUARANTEED PERIODS. B. THE DURATION OF GUARANTEE PERIODS FOLLOWING THE DATE OF BENEFICIAL USE OF THE SYSTEM SHALL BE ONE YEAR. BENEFICIAL USE IS DEFINED AS OPERATION OF THE SYSTEM TO OBTAIN ITS INTENDED USE. FOR EXAMPLE, IN THE CASE OF REFRIGERATION SYSTEMS, IT MEANS THAT THE PLANT HAS A COOLING LOAD. SIMILARLY, FOR ALL OTHER SYSTEMS. C. THE DATE OF ACCEPTANCE SHALL BE THE DATE OF THE FINAL PAYMENT FOR THE WORK OR THE DATE OF A FORMAL NOTICE OF ACCEPTANCE, WHICHEVER IS EARLIER. D. NON -DURABLE REPLACEABLE ITEMS SUCH AS AIR FILTER MEDIA DO NOT REQUIRE REPLACEMENT AFTER THE DATE OF ACCEPTANCE. IF RECEIVED IN WRITING, REQUESTS TO HAVE EARLIER ACCEPTANCE DATES ESTABLISHED FOR THESE ITEMS WILL BE HONORED. E. CERTIFICATION SHALL BE SUBMITTED ATTESTING TO THE FACT THAT SPECIFIED PERFORMANCE CRITERIA ARE MET BY ALL ITEMS OF HEATING AND AIR CONDITIONING EQUIPMENT. 1.04 SHOP DRAWINGS AND OTHER INFORMATION REQUIRED A. PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS, A LIST OF THEIR MANUFACTURERS SHALL BE SUBMITTED FOR REVIEW. B. PRIOR TO ASSEMBLING OR INSTALLING THE WORK, THE FOLLOWING SHALL BE SUBMITTED FOR REVIEW BY OWNER /ARCHITECT: 1. SCALE DRAWINGS INDICATING INSERT AND SLEEVE LOCATIONS IF REQUIRED BY ARCHITECT OR STRUCTURAL ENGINEER. 2. SCALE DRAWINGS SHOWING ALL PIPING AND DUCT RUNS WITH SIZES, ELEVATIONS AND APPROPRIATE INDICATION OF COORDINATION WITH OTHER TRADES. THIS SUBMISSION TO US SHALL CONSIST OF ONE SEPIA AND 2 PAPER PRINTS. 3. CATALOG INFORMATION, FACTORY ASSEMBLY DRAWINGS AND FIELD INSTALLATION DRAWINGS AS REQUIRED FOR A COMPLETE EXPLANATION AND DESCRIPTION OF ALL ITEMS OF EQUIPMENT. C. DOCUMENTS WILL NOT BE ACCEPTED FOR REVIEW UNLESS: 1. THEY INCLUDE COMPLETE INFORMATION PERTAINING TO APPURTENANCES AND ACCESSORIES. 2. THEY ARE SUBMITTED AS A PACKAGE WHERE THEY PERTAIN TO RELATED ITEMS. 3. THEY ARE PROPERLY MARKED WITH SERVICE OR FUNCTION, PROJECT NAME, WHERE THEY CONSIST OF CATALOG SHEETS DISPLAYING OTHER ITEMS WHICH ARE NOT APPLICABLE. 4. THEY INDICATE THE PROJECT NAME AND ADDRESS ALONG WITH THE CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER. 5. THEY ARE PROPERLY MARKED WITH EXTERNAL CONNECTION IDENTIFICATION AS RELATED TO THE PROJECT WHERE THEY CONSIST OF STANDARD FACTORY ASSEMBLY OR FIELD INSTALLATION DRAWINGS. D. SHOP DRAWING REVIEW 1. THE PURPOSE OF THE REVIEW OF SHOP DRAWINGS IS TO MAINTAIN INTEGRITY OF THE DESIGN. UNLESS THE CONTRACTOR CLEARLY POINTS OUT CHANGES, SUBSTITUTIONS, DELETIONS OR ANY OTHER DIFFERENCES BETWEEN THE SUBMISSION AND THE CONTRACT DOCUMENTS IN WRITING ON THE CONTRACTOR'S LETTERHEAD, APPROVAL BY THE ENGINEER OR ARCHITECT DOES NOT CONSTITUTE ACCEPTANCE. IT IS NOT TO BE ASSUMED THAT THE ENGINEER HAS READ THE TEXT NOR REVIEWED THE TECHNICAL DATA OF A MANUFACTURED ITEM AND ITS COMPONENTS EXCEPT WHERE THE VENDOR HAS POINTED OUT DIFFERENCES BETWEEN HIS PRODUCT AND THE SPECIFIED MODEL. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM ALL DIMENSIONS, QUANTITIES, AND THE COORDINATION OF MATERIALS AND PRODUCTS SUPPLIED BY HIM WITH OTHER TRADES, APPROVAL OF SHOP DRAWINGS CONTAINING ERRORS DOES NOT RELIEVE THE CONTRACTOR FROM MAKING CORRECTIONS AT HIS EXPENSE. 3. SUBSTITUTIONS OF EQUIPMENT, SYSTEMS, MATERIALS, TEMPERATURE CONTROLS MUST BE COORDINATED BY THE CONTRACTOR WITH HIS OWN OR OTHER TRADES WHICH MAY BE INVOLVED WITH THE ITEM, SUCH AS, BUT NOT LIMITED TO, EQUIPMENT SUBSTITUTIONS WHICH CHANGE ELECTRICAL REQUIREMENTS, OR HANGING OR SUPPORT WEIGHTS OR DIMENSIONS. 4. ANY EXTRA CHANGES OR CREDITS WHICH MAY BE GENERATED BY OTHER TRADES DUE TO SUBSTITUTIONS WILL NOT BE ACCEPTED UNLESS THE CONTRACTOR HAS AN AGREEMENT IN WRITING WITH THE OWNER. 5. SUBSTITUTIONS OF EQUIPMENT, SYSTEMS, ETC. REQUIRING APPROVAL OF LOCAL AUTHORITIES MUST COMPLY WITH SUCH REGULATIONS AND BE FILED AT THE EXPENSE OF THE CONTRACTOR (SHOULD FILING BE NECESSARY). SUBSTITUTIONS ARE SUBJECT TO APPROVAL OR DISAPPROVAL BY THE ENGINEER. THE CONTRACTOR IN OFFERING SUBSTITUTIONS SHALL HOLD THE OWNER AND ENGINEER HARMLESS IF THE SUBSTITUTED ITEM IS AN INFRINGEMENT OF PATENT HELD BY THE SPECIFIED ITEM. E. EXPLANATION OF SHOP DRAWING STAMP 1. APPROVAL INDICATES THAT WE HAVE NOT FOUND ANY REASON WHY THIS ITEM SHOULD NOT BE ACCEPTABLE WITHIN THE INTENT OF THE DOCUMENTS. 2. AS NOTED INDICATES THAT WE HAVE FOUND QUESTIONABLE COMPONENTS WHICH IF CORRECTED OR OTHERWISE EXPLAINED MAKE THE PRODUCT ACCEPTABLE. 3. RESUBMIT INDICATES THAT THIS ITEM SHOULD BE RESUBMITTED FOR APPROVAL BEFORE FURTHER PROCESSING. A. IF BOTH "AS NOTED" AND "RESUBMIT" ARE CHECKED, THE RESUBMITTAL IS FOR RECORD PURPOSES ONLY. 4. NOT ACCEPTED INDICATES THAT THE ITEM WILL NOT MEET THE INTENT OF THE CONTRACT. 5. NO SHOP DRAWING STAMP OR NOTE SHALL CONSTITUTE AN ORDER TO FABRICATE OR SHIP. SUCH NOTIFICATION CAN ONLY BE PERFORMED BY THE PROJECT MANAGER FOR CONSTRUCTION, THE CONTRACTOR SCHEDULING HIS OWN WORK, OR THE OWNER. 1.05 RECORD DRAWINGS A. AS PART OF THE WORK, A COMPLETE SET OF "AS -BUILT" OR RECORD DRAWINGS SHALL BE MADE UP AND DELIVERED TO THE ARCHITECT. 1.06 CLEANING & PROTECTING A. IT SHALL BE THIS TRADE'S RESPONSIBILITY TO STORE HIS MATERIALS IN A MANNER THAT WILL MAINTAIN AN ORDERLY CLEAN APPEARANCE. IF STORED ON -SITE IN OPEN OR UNPROTECTED AREAS, ALL EQUIPMENT AND MATERIAL SHALL BE KEPT OFF THE GROUND BY MEANS OF PALLETS OR RACKS, AND COVERED WITH TARPAULINS. B. THE INLET AND DISCHARGE OPENINGS OF ALL AHU, FAN COIL, INDUCTION, AND OTHER TERMINAL UNITS SHALL BE KEPT COVERED UNTIL ALL LOCAL PLASTERING, PARGING, ETC. IS COMPLETED, AND THE UNITS ARE READY TO RUN. C. DURING THE ERECTION PROTECT ALL DUCTWORK, PIPING, AND EQUIPMENT FROM DAMAGE AND DIRT. CAP THE OPEN TOP OF ALL DUCTWORK AND PIPING INSTALLED VERTICALLY. D. AFTER COMPLETION OF PROJECT CLEAN THE EXTERIOR SURFACE OF EQUIPMENT INCLUDED IN THIS SECTION, INCLUDING CONCRETE RESIDUE. 1.09 MISCELLANEOUS SLEEVES & SEALING A. IN ADDITION TO THESE MEANS SPECIFIED ELSEWHERE IN THIS SPECIFICATION, THIS TRADE SHALL COMPLY WITH THE FOLLOWING. B. ALL SPACES BETWEEN DUCTS OR PIPES AND THEIR RESPECTIVE SLEEVES SHALL BE PACKED FULL DEPTH WITH ROPE, MINERAL WOOL, OR OTHER EQUALLY FIRE RESISTANT MATERIAL, AND COMPRESSED FIRMLY IN PLACE. FIBERGLASS SHALL NOT BE USED. SLEEVE CLEARANCES SHALL NOT EXCEED 1/2 INCH BETWEEN PIPES (OR DUCTS) AND SLEEVES. USE INDIVIDUAL SLEEVES FOR EACH PIPE OR DUCT. USE ESCUTCHEONS ON BOTH SIDES OF SLEEVES. THIS INCLUDES SPACES BETWEEN DUCTS ON PIPES AND THEIR RESPECTIVE SLEEVES OR OPENINGS AT FAN ROOMS (WHETHER WALLS ARE FIRE RATED OR NOT). 10 VERIFYING EXISTING CONDITIONS, REMOVALS AND ALTERNATES UPON REVIEW OF THE CONTRACT DRAWINGS, AND PRIOR TO SUBMISSION OF A BID PROPOSAL, THE CONTRACTOR SHA FORM THE ARCHITECT AND/OR ENGINEER IN WRITIN F ANY D REPANCIES OR REQUEST CLARIFICATION IF NE SSARY CONC NING THE INTENT OF THE PLANS AND SPE FICATIONS TO PRO E A COMPLETE WORKING INSTALLAT . LATER CLAIMS B THE CONTRACTOR FOR EXTRA LA , EQUIPMENT OR MATERIALS L NOT BE RECOGNIZED. B. THE CONTRACTOR LL VISIT THE EMISES TO EXAMINE CAREFULLY THE AREA AFFECTED THIS WORK AND TO BECOME FAMILIAR WITH THE TING ONDITIONS AND WITH ANY DIFFICULTIES THAT MAY ND THE EXECUTION OF THIS WORK. THE CONTRACTOR PERFORM THIS PRIOR TO SUBMISSION OF HIS B PROP L. SUBMISSION OF HIS BID PROPOSAL WILL BE NSTRUED AS VIDENCE THAT SUCH EXAMINATION HA EEN MADE AND L R CLAIMS WILL NOT BE RECOGNIZED F EXTRA LABOR, EQUIP T OR MATERIALS REQUIRED D TO DIFFICULTIES ENCOUN ED WHICH COULD HAVE BE FORESEEN HAD SUCH AN EXAMINA ON BEEN MADE. 1.11 REMOVALS ND ALTERATIONS A. T CONTRACTOR SHALL REMOVE, RELOCATE, REPLAC ADJUST, DAPT AND MODIFY EXISTING EQUIPMENT AND/OR SYST S AS REQUIRED BY THE DRAWINGS OR SPECIFICATIONS AND AS Y BE REQUIRED WHEN SUCH WORK IS UNCOVERED AND FOUND TO INTERFERE WITH THE COMPLETION OF WORK IN THIS CONTRACT OR OTHER CONTRACT WORK. 1.12 CUTTING, PATCHING, CORE DRILLING AND CHASING A. ALL CUTTING, CORE DRILLING, CHASING OF CONCRETE AND OTHER WORK WHICH RESULT IN NOISE OBJECTIONABLE TO ALL AUTHORITIES HAVING JURISDICTION OF THE WORK SHALL BE DONEAT TIME DESIGNATED BY THE JURISDICTIONAL AUTHORITIES AT NO EXTRA COST TO THE OWNER. B. THIS CONTRACTOR SHALL NOT DO ANY CUTTING, CORING OR CHASING THAT MAY IMPAIR THE STRENGTH OF THE BUILDING. NO HOLES, EXCEPT THOSE FOR SMALL SCREWS, MAY BE DRILLED IN BEAMS, OR OTHER STRUCTURAL MEMBERS WITHOUT OBTAINING PRIOR APPROVAL. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER BY MECHANICS SKILLED IN THEIR TRADE. 1.07 TESTING & BALANCING A. IT IS THE INTENT UNDER THIS SECTION OF THE WORK TO OBTAIN COMPLETE BALANCING OF EACH AND EVERY FAN, TRUNK DUCTWORK, BRANCH DUCTWORK, AND PIPE SYSTEM. B. AIR SYSTEMS 1. ALL DAMPERS SHALL BE IN THE FULLY OPEN POSITION INCLUDING DAMPERS IN MAINS, BRANCHES AND IN DIFFUSERS (SPLITTER DAMPERS TO BE IN NORMAL POSITION). 2. STARTING WITH BRANCH DAMPERS AND AIR TERMINALS FURTHEST FROM FAN READJUST AIR TERMINALS TO DESIRED CFM. READINGS AND TEST OF DIFFUSERS, GRILLES, AND REGISTERS SHALL INCLUDE REQUIRED RPM VELOCITY AND TEST RESULTANT VELOCITY, REQUIRED CFM AND TEST RESULTANT CFM AFTER ADJUSTMENTS. VERIFY ALL GRILLE AND DIFFUSER "K" FACTORS WITH MANUFACTURER- 3. UPON COMPLETION OF ALL BALANCING OBTAIN FINAL READINGS NOTED ABOVE FOR PRESENTATION. 4. INSTRUMENTS USED FOR BALANCING MUST HAVE BEEN CALIBRATED WITHIN 6 MONTHS PRIOR TO BALANCING. TYPES OF INSTRUMENTS USED AND DATES OF CALIBRATION SHALL BE LISTED ON BALANCING REPORT. 5. AFTER COMPLETION OF TESTS SUBMIT ITEMIZED LIST TO CONSULTING ENGINEERS OF OUTLET BY OUTLET AIR QUANTITIES IN CFM, AND STATIC PRESSURE AT EACH SUPPLY DUCT IN INCHES OF WATER GAUGE ENTERING AREA OF WORK. FOR PURPOSES OF TESTING USE PITOT TUBES WITH INCLINED MANOMETER TO TRAVERSE DUCT CROSS SECTIONS. C. PIPE SYSTEM 1. SYSTF=u AOPERATING PR€SSI RE. 2.-PTTD��,,,ATTct'I�TI I ICLI Al l PIPING GLEAN PRIOR TO F I NA WgrE. 1.08 MECHANICAL EQUIPMENT AHU,_FCU A. AIR HANDLING UNIT, FAN COIL UNIT 1. SEE THE SCHEDULE ON THE DRAWINGS. SEE THE DETAIL ON THE DRAWINGS. 2. PROVIDE UNIT WITH INTERNAL INSULATION MINIMUM 1" THICK. 3. PROVIDE UNIT WITH DOUBLE WALL STAINLESS STEEL DRAIN PANS. 4. PROVIDE UNIT WITH COPPER COILS AND ALUMINUM FINS. 5 . PROVIDE UNIT WITH 2" THICK FILTER 30% 6. PROVIDE ACCESS SECTIONS WITH PANEL DOORS. 1.13 ACCESS DOORS A. ACCESS DOORS AS REQUIRED FOR OPERATION AND MAINTENANCE OF CONCEALED EQUIPMENT, VALVES, CONTROLS, CLEAN OUTS, ETC. WILL BE PROVIDED BY ANOTHER TRADE. B. THIS TRADE IS RESPONSIBLE FOR ACCESS DOOR LOCATION, SIZE AND ITS ACCESSIBILITY TO THE VALVES, PIPING OR EQUIPMENT BEING SERVED. C. COORDINATE AND PREPARE A LOCATION, SIZE, AND FUNCTION SCHEDULE OF ACCESS DOORS REQUIRED AND DELIVER TO A REPRESENTATIVE OF THE INSTALLING TRADE. D. ACCESS DOORS SHALL BE OF AMPLE SIZE, MINIMUM OF 18" X 18". 1.14 DIELECTRIC ALL DOMESTIC WATER FERROUS -TO -NON FERROUS PIPE CONNECTIONS MADE W/DIELECTRIC PIPE OR FLANGE UNION ISOLATING JOINTS TO PREVENT ELECTROLYTIC ACTION BETWEEN DISSIMILAR METALS. 2.01 SHEET METAL DUCTWORK A. GENERAL 1. ALL DUCTWORK; FLUES, REGISTER BOXES, AIR CHAMBERS, DAMPERS, AND ALL AUXILIARY WORK OF ANY KIND, NECESSARY TO MAKE THE VARIOUS AIR CONDITIONING, VENTILATING AND HEATING SYSTEMS OF THE BUILDING COMPLETE AND READY FOR OPERATION, SHALL BE FURNISHED AND INSTALLED. 2. THE SPECIFICATIONS REFER TO SMACNA STANDARDS, WHICH SHALL BE CONSIDERED MINIMAL. IF LOCAL CODES REQUIRE OTHER STANDARDS THAN DESCRIBED IN SMACNA, LOCAL CODES SHALL GOVERN. 3. ALL DUCTWORK INDICATED ON DRAWINGS IS SCHEMATIC. THEREFORE, CHANGES IN DUCT SIZE AND/OR LOCATION SHALL BE MADE WHERE NECESSARY TO CONFORM TO SPACE CONDITIONS, WITHOUT ADDITIONAL COST TO THE OWNER. 4. DIMENSIONS GIVEN ON DRAWINGS SHALL BE THE CLEAR INSIDE DIMENSION. REFER TO "ACOUSTICAL TREATMENT". 5. A SNAP LOCK SEAM SHALL NOT BE PERMITTED AS A SUBSTITUTE FOR THE PITTSBURGH LOCK EXCEPT FOR SYSTEMS WITH PRESSURE CLASSIFICATION +1" AND LESS AND WHERE LONGITUDINAL JOINTS ARE SEALED AND RIVETED AT CORNERS. 6. WHERE THE TRADE ELECTS TO USE "DUCT -MATE" FOR JOINTS OR SIMILAR PRODUCT, PVC CLIPS ARE NOT PERMITTED (USE METAL) AND ALL CORNERS SHALL BE BOLTED (BOLTLESS CONNECTORS ARE NOT PERMITTED) EXCEPT WHERE LOCAL CODES PERMIT DUCT -MATE JOINTS AS BREAKAWAY CONNECTION AT FIRE DAMPERS. ONLY GASKETS MANUFACTURED BY DUCT -MATE ARE ACCEPTABLE. 7. USE GASKET TYPE JOINT WHEN DISSIMILAR METALS ARE JOINED. 8. SEALANT SHALL BE "HARDCAST IRON GRIP" WATER DUCT SEALANT 601, UNITED SHEET METAL'S UNITED DUCT SEALER OR APPROVED EQUAL (SUBMIT FOR APPROVAL). 9. NO DRIVE SLIP DUCT CONNECTIONS ARE TO BE USED. 10. ALL DUCTWORK UNLESS OTHERWISE NOTED SHALL BE HUNG WITH 1 IN. X 1/8 IN. GALVANIZED IRON BANDS. DUCTWORK WITH CROSS SECTIONAL AREA UNDER 4 SQUARE FEET SHALL BE HUNG ON 8'-0 IN. CENTERS. FOR DUCTS WITH A CROSS -SECTIONAL AREA OF MORE THAN 4 SQ. FT. HANGERS SHALL BE NO MORE THAN 6 FEET APART, AND FOR DUCTS WITH A CROSS SECTIONAL AREA OF MORE THAN 10 SO. FT. HANGERS SHALL BE NO MORE THAN 4 FT. APART. ALL HANGERS SHALL BE BENT (2" MINIMUM) UNDER THE BOTTOM AS WELL AS THE SIDES AND SECURED WITH SHEET METAL SCREWS. 11. WHERE DUCTS ARE STACKED THEY SHALL BE INDEPENDENTLY SUPPORTED AS ABOVE OR SHALL BE SUPPORTED ON MINIMUM 1 1/4" X 1 1/4" X 1/8" ANGLE CRADLE HUNG BY EITHER 1 1/4" X 1 1/4" X 1/8" ANGLES OR 3/8" DIAMETER THREADED ROD. 12. ALL DUCTWORK SHALL BE SUBSTANTIALLY BUILT WITH APPROVED JOINTS AND SEAMS SMOOTH ON THE INSIDE AND A NEAT FINISH ON THE OUTSIDE. DUCT JOINTS AS NEAR AIR TIGHT AS POSSIBLE, WITH LAPS MADE IN THE DIRECTION OF AIR FLOW AND NO FLANGES PROJECTING INTO THE AIR STREAM. DUCTS SHALL BE ADEQUATELY BRACED TO PREVENT VIBRATION. ALL ANGLES SHALL BE GALVANIZED OR SHOP PAINTED WITH TWO COATS OF RUST RESISTANT PAINT. 13. CHANGES IN SHAPE AND DIMENSION SHALL CONFORM TO THE FOLLOWING: A. FOR INCREASES IN CROSS -SECTIONAL AREA, THE SHAPE OF THE TRANSFORMATION SHALL NOT EXCEED 1" IN 7 B. FOR REDUCTIONS IN AREA THE SLOPE MAY 1" IN 4" BUT 1" IN 7" IS PREFERRED. 14. CHANGES IN DIRECTION SHALL CONFORM TO THE FOLLOWING: A. UNVANED ELBOW WITH THROAT RADIUS NOT LESS THAN 1/2 THE WIDTH OF THE DUCT. B. SQUARE ELBOWS WITH DOUBLE THICKNESS DUCT TURNS SHALL BE AS PER SMACNA WITH 2-1/8" SPACING, AND ARE ACCEPTABLE IN DUCTS WITH NOT MORE THAN 2200 FPM AIR VELOCITY. FOR HIGHER VELOCITIES, USE SWEEP TYPE VANES. 15. FURNISH AND INSTALL MANUAL DAMPERS, FIRE DAMPERS, REGISTERS, GRILLES, REGISTER BOXES, ACCESS DOORS, SOUND TRAPS, ETC., AS DESCRIBED ELSEWHERE IN THE SPECIFICATIONS AND AS REQUIRED FOR A COMPLETE SYSTEM, READY FOR OPERATION. 16. EXACT DIMENSIONS OF REGISTER BOXES MUST AWAIT APPROVAL OF GRILLES, AND EXACT LOCATIONS SHALL BE SUBMITTED FOR APPROVAL, OTHERWISE ANY CHANGES DIRECTED AFTER INSTALLATION SHALL BE MADE WITHOUT ADDITIONAL COST. ALL REGISTER BOXES AND OTHER OPENING OF THE DUCTWORK MUST BE KEPT TIGHTLY CLOSED DURING CONSTRUCTION TO KEEP OUT RUBBISH. 17. ACCESS DOORS AS SPECIFIED ELSEWHERE SHALL BE PROVIDED IN THE DUCTS WHEREVER REQUIRED FOR ACCESS TO FUSIBLE LINK DAMPERS OR OTHER CONTROLS. B. PROVIDE NO. 16 USSG, 1/2"X1/2" S/S WIRE MESH SCREEN OVER EACH OPEN RETURN DUCT ABOVE CEILING UNLESS REGISTER OR GRILLE IS SHOWN. C. DUCT SYSTEMS SHALL BE GALVANIZED STEEL AND SHALL COMPLY WITH THE PRESSURE CLASSIFICATIONS FOLLOWING IN COMPLIANCE WITH PAGE 1-17 TO PAGE 1-22 INCLUSIVE OF SMACNA HVAC DUCT CONSTRUCTION STANDARDS, FIRST EDITION, 1985. DUCT SEALANT SHALL HAVE A U.L. LABEL AND SHALL HAVE A FLAME SPREAD RATING NOT OVER 25, AND A SMOKE DEVELOPED RATING NO HIGHER THAN 50 WHEN IN THE FINAL DRY STATE. SMACNA SMACNA SMACNA TABLE PRESSURE SEAL DUCT SYSTEM NO. CLASSIFICATION CLASSIFICATION ALL SUPPLY DUCTS FROM 1-5 +2 W.G. B FAN DISCHARGE TO DIFFUSER. ALL RETURN DUCTS AND EXHAUST 1-4 -1" W.G. B DUCTS. 2.02 DAMPERS FOR BALANCING A. PROVIDE MANUAL DAMPERS FOR BALANCING THE AIR SYSTEMS. B. CONSTRUCTION SHALL CONFORM TO LATEST SMACNA STANDARDS. WHEN INSTALLING DAMPERS IN DUCTS TO BE INSULATED PROVIDE RAISED BRACKET FOR DAMPER QUADRANT WITH HEIGHT EQUAL TO INSULATION THICKNESS. C. IF LOCATION OF BALANCING DAMPERS IS NOT DEFINED ON THE DRAWINGS THE FOLLOWING MINIMUM STANDARDS SHALL GOVERN: 1. ALL SUPPLY & RETURN AIR MAIN BRANCHES FROM TRUNK, AND ALL SUB BRANCHES FROM MAINS SHALL HAVE BALANCING DAMPERS. 2. LOCATE DAMPER AS FAR AS POSSIBLE FROM AIR OUTLET TO AVOID NOISE TRANSMISSION. 3. PROVIDE AND/OR COORDINATE WITH G.C. FOR EASY ACCESS TO DAMPER, OR OTHERWISE FURNISH REMOTE DAMPER ACTUATOR SAME AS YOUNG REGULATOR MODELS 914, 927 OR APPROVED EQUAL. 2.03 FLEXIBLE CONNECTIONS A. ALL FAN AND AIR SUPPLY UNIT CONNECTIONS, BOTH AT INLET AND DISCHARGE SHALL BE MADE WITH FLEXIBLE MATERIAL SO AS TO PROHIBIT THE TRANSFER OF VIBRATION FROM FANS TO DUCTWORK CONNECTING THERETO, WITHOUT AIR LEAKAGE. THE MATERIAL BETWEEN THE CLAMPS SHALL HAVE SUFFICIENT SLACK SO AS TO PREVENT TEARING DUE TO FAN MOVEMENT. B. THE FLEXIBLE CONNECTIONS SHALL BE A MINIMUM OF 12" LONG AND HELD IN PLACE WITH HEAVY METAL BANDS, SECURELY ATTACHED, TO PREVENT ANY LEAKAGE AT THE CONNECTION POINTS. C. FLEXIBLE CONNECTIONS SHALL BE FABRICATED FROM APPROVED FLAME PROOFED FABRIC CONFORMING TO 90A OF THE N.F.P.A. ASBESTOS CLOTH IS NOT PERMITTED. 2.04 FLEXIBLE DUCTWORK A. TYPE: THERMAFLEX TYPE M-KE INSULATED CLASS 1. 3.01 INSULATION A. INSULATE SHEET METAL AS FOLLOWS: 1. ALL AIR CONDITIONING SUPPLY DUCTWORK FROM FAN DISCHARGE OF AHU OR FAN POWERED BOX (FPB) TO 15' DOWNSTREAM OF DUCTWORK SHALL HAVE 1" INTERNAL ACOUSTICAL LINING. (SEE BELOW) 2. SUPPLY DUCTWORK SHALL BE PROVIDED WITH 2" BLANKET WRAP (R=6.5 MIN.) INSULATION. 3. PROVIDE 1 INCH THICK INSULATION ON THE BACK OF ALL CEILING DIFFUSERS. B. INSULATE REFRIGERANT PIPING AS FOLLOWS: 1. REFRIGERANT PIPING 1" THICK INSULATION. 2. CONDENSATE DRAIN PIPING 3/4" INSULATION. 3. INSULATION SHALL BE ARMAFLEX OR EQUAL. 4.01 PIPING: A. REFRIGERATION PIPING SHALL BE TYPE "K" HARD COPPER WITH 95/5 SILVER SOLDERED FITTINGS. PIPING SHALL BE INSULATED WITH 1" THICK INSULATION. B. CONDENSATE DRAIN PIPING SHALL BE GALVANIZED STEEL. PVC, THREADED FITTINGS OR COPPER TYPE L WITH 95-5 SOLDER JOINTS. 4.02 P7iPSG TNS II ATPON. A. FIBERGLASS ! NSUAT I ON W T" FAGTORY ADI ED VAPOR BARR I ER- AnIf[�'�OINTS AND FITTINGS VAPOR SEiLED_�jNS I�N W oF MEAN TEMP. 4.03 ACOUSTICAL LINING: A. ACOUSTICAL LINING SHALL HAVE 3/4 LB. DENSITY AND BE ONE OF THE FOLLOWING OWENS CORNING AEROFLEX ,MANVILLE LINACOUSTIC, CERTAIN TEED UL TRALITE 150 NO SUBSTITUTIONS ACCEPTED. 4.04 TEST AND BALANCE: A. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, AHU'S, FANS ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE DRAWINGS AND SCHEDULES. B. PROVIDE THE TEST AND BALANCE REPORT IN ACCORDANCE WITH THE ASSOCIATED AIR BALANCE COUNCIL STANDARDS, CERTIFIED BY AN AABC OR NEBB CERTIFIED TECHNICIAN. NOTIFY THE ARCHITECT/ENGINEER IN WRITING 48 HOURS BEFORE TESTING BEGINS. THE T&B SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. C. BEFORE THE TEST AND BALANCE BEGINS MAKE SURE FILTERS ARE ARE CLEAN. AIR FLOWS LISTED IN REPORT SHALL BE FINAL READINGS AFTER ALL ADJUSTMENTS ARE MADE. A. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, AHU'S, FANS ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE DRAWINGS AND SCHEDULES. B. PROVIDE THE TEST AND BALANCE REPORT IN ACCORDANCE WITH THE ASSOCIATED AIR BALANCE COUNCIL STANDARDS, CERTIFIED BY AN AABC OR NEBB CERTIFIED TECHNICIAN. NOTIFY ARCHITECT / ENGINEER IN WRITING 48 HOURS BEFORE TESTING BEGINS. THE T & B SHALL BE WITNESS BY THE OWNER'S REPRESENTATIVE. C. BEFORE THE TEST AND BALANCE BEGINS MAKE SURE FILTERS ARE CLEAN. AIR FLOWS LISTED IN REPORT SHALL BE FINAL READINGS AFTER ALL ADJUSTMENTS ARE MADE. 3LUNK DEMATTEI ASSOCIATES ARCHITECTS AIA SSS BAYSHORE HWY #300 CA - 94010 TEL (650) 692-9911 FAX (6SO) 692-0181 INO. I REVISION I DATE I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z w a Z W cc 0a L a a V �Z W O Q 0) DATE JOB NO. 20454 MOm2 SHEET OF SPLIT SYSTEM AIR CONDITIONER SCHEDULE TAG AHU-1 AHU-2 NOMINAL TONS OF CU 32.2 3 TOTAL COOOLING LOAD (MBH) 386.1 34.4 SENSIBLE COOLING LOAD (MBH) 288.0 24.5 AHU CONFIGURATION VERTICAL HORIZONTAL AHU DIMENSIONS W X D X H (IN) 72X72X120 22x2lx54 SUPPLY AIR (CFM) 8595 1100 OUTSIDE AIR (CFM) 2500 320 EXTERNAL STATIC PRIES. (IN W.C.) - - ENTERING AIR DRY BULB (DEG. F) 83.7 83.1 ENTERING AIR WET BULB (DEG. F) 67.5 69 LEAVING AIR (DEG. F) DRY BULB /WET BULB 53.01/52.8 61.8/59.15 SUCTION TEMP. 45 45 EVAPORATOR FAN HP 10 1/2 VOLT/ 0 460/3 208/1 ELECTRIC HEAT KW ® 240V 45 7.5 VOLT/ 0/STAGES 460/3/3 208/1/1 CONDENSING UNIT VOLT/ 0 460/3 460/3 MCA 68.7 7.2 SERVES ADMIN BLDG MAINT BLDG MANUFACTURER CARRIER CARRIER AHU MODEL # 39M SIZE 21 FK4D-003 CU MODEL # 38AKS034 38CKC036 MINIMUM EFFICIENCY AT ARI 11.5 SEER 10.0 SEER CONSTRUCTION PHASE PHASE 1 PHASE 1 CONDENSING UNIT APPROX. WEIGHT (LBS) 2010 160 AIR HANDLER UNIT APPROX. WEIGHT (LBS) 3040 170 NOTES 1,2,3,4,5,6,7,8,10,11 1,2,3,4,5,6,7,8,9,10,11 NOTES: 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES 7. PROVIDE WITH THE REQUIRED ACESSORIES FOR REFRIGERANT DUE CASING LOSSES, DIRT FILTER, ELECTRIC AND TUBING EXCEEDING 50 FT IN LENGTH. WET COOLING COIL. 8. PROVIDE WITH R-22 REFRIGERANT FOR ALL 2. PROVIDE WITH HEATING & COOLING PROGRAMABLE UNITS. THERMOSTAT 9. PROVIDE WITH 3-SPEED EVAPORATOR FAN MOTOR. 3. 95°F. OUTSIDE AIR AMBIENT. 10. PROVIDE WITH LOW AMBIENT CONTROL KIT DOWN TO 0 DEGREES F. 4. MCA = MINIMUM CIRCUIT AMPACITY. 5. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT. 11. PROVIDE HUMIDISTAT. 6. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO PREVENT COMPRESSOR FROM SHORT CYCLING. DIFFUSER AND GRILLE SCHEDULE SIZE MARK TYPE FACE/NECK MATERIAL MANUFACTURER MODEL FINISH REMARKS A CEILING DIFFUSER 24x24/60 ALUMINUM TITUS TMSA-AA WHITE 1,3,5,8 B CEILING DIFFUSER 24x24/80 ALUMINUM TITUS TMSA-AA WHITE 1,3,5,8 C CEILING DIFFUSER 24x24/100 ALUMINUM TITUS TMSA-AA WHITE 1,3,5,8 D ETURN/EXHAUST GRILLE 24x24/22x22 ALUMINUM TITUS 50F WHITE 1,2,5,7,8 E DOOR GRILLE 24xl2/22x10 ALUMINUM TITUS CT-700 - NOTE 4,8 F SUPPLY REGISTER 12x8 ALUMINUM TITUS 271FS WHITE 1,2,4,8 NOTES: 1.ALL HVAC DIFFUSERS, REGISTERS AND GRILLES SHALL BE SECURELY SUPPORTED FROM THE 6. PROVIDE INSULATED BOOT STRUCTURAL MEMBERS. 2.PROVIDE SUPPLY/RETURN REGISTERS AND EXHAUST REGISTERS WITH OPPOSED BLADE BALAI�CIN� ORE 1/2"x1/2"xl" DAMPERS. 8. COORDINATE COLOR WITH ARCHITECT. 3.CEILING DIFFUSERS ARE 4-WAY THROW UNLESS OTHERWISE NOTED ON PLANS. 4.PROVIDE WITH FLANGE AND AUXILIARY BORDERS. 5.DUCT CONNECTION TO DIFFUSER AND RETURN NECK MUST BE OF SAME SIZE AS NECK. FAN SCHEDULE FAN NO. LOCATION SERVICE CFM E.S.P. (IN.W.G.) RPM TIP SPEED TYPE MFR. MODEL NO. BHP MOTOR HP VOLTS/PH WEIGHT (LBS) REMARKS ADMIN CUSTOMER F-1 ROOM 117 MENS/WOMENS TOILET 500 0.09 1211 - INL;INE GREENHECK SQ-90-G 0.03 1/25 115/1 40 1, 2 RM. 115/116 DIRECT DRIVE ABV CLG ADMIN EMPLOYEE F-2 ROOM 109 TOILETS & JC 350 0.09 949 - INLINE DIRECT DRIVE GREENHECK SQ-90-G 0.01 1/25 115/1 40 1, 2 RM. 100/110/111/114 MAINT EMPLOYEE F-3 RM 118 TOILETS & JC 250 0.06 1247 _ INLINE DIRECT DRIVE GREENHECK SQ-75-D 0.02 1/30 115/1 25 1, 2 RM. 113/114/115 F-4 RM 117 MAINTENANCE BAYS 3350 0.125 648 - SIDEWALL BELT DRIVE GREENHECK SBCE-3L24-4 0.19 1/4 115/1 90 3 F-5 RM 102 ELECTRICAL ROOM 17Q 0.125 1505 - SIDEWALL DIRECT DRIVE GREENHECK SE1-8-426-D-1 0.01 1/40 115/1 15 3 F-6 RM 104 VACUUM ROOM 190 0.125 1550 - SIDEWALL DIRECT DRIVE GREENHECK SE1-8-426-D-1 0.01 1/40 115/1 15 3 F-5 RM 109 LUBE CUBE ROOM 345 0.125 810 _ SIDEWALL DIRECT DRIVE GREENHECK SE1-12-432-E-1 0.02 1/20 115/1 20 3 NOTES: 1. PROVIDE BACKDRAFT DAMPER, SUPPORT RODS AND VIBRATION ISOLATORS AND DISCONNECT SWITCH. INTERLOCK WITH AHU-1. 2. PROVIDE EXTERIOR WALL LOUVER WITH MINMUM SQUARE FEET OF FREE AREA AS INDICATED. 3. PROVIDE EXTERIOR WALL LOUVER WITH FREE AREA TO MATCH THAT OF DAMPER AND WALL FAN. OUTSIDE AIR REQUIREMENT IN CONFORMANCE WITH THE STANDARD MECHANICAL CODE -"SECTION 403 THE SYSTEM HAS BEEN DESIGNED; USING ASHRAE 62-1989; VENTILATION RATE PROCEDURE BASED ON THE EPA'S 1994 NATIONAL AIR QUALITY AND EMISSIONS TRENDS REPORT; THE OUTDOOR AIR DOES NOT EXCEED THE EPA NATIONAL OUTDOOR AIR CONTAMININENTS TABLE. THE OUTSIDE AIR FOR THIS SPACE HAS BEEN DESIGNED USING TABLE 2: OFFICE 1. ADMIN BLDG AHU-1 CUST. LOBBY 5016 SQ. FT. / COUNT 100 PEOPLE x 15 CFM/ PERSON ADM I N I SUMI M. FT. / 143 SQ FT PER PERSON 20 PEOPLE x 20 CFM/ PERSON REQUIRED PROVIDED 2. MAINT. BLDG AHU-2 OFFICE 192 SQ. FT. / 143 SQ FT PER PERSON 1.3 PEOPLE x 20 CFM/ PERSON BREAKR00036 SO. FT. / 143 SQ FT PER PERSON 2 PEOPLE x 20 CFM/ PERSON REQUIRED PROVIDED SMOKE ALARM HORN EDWARDS >F- 875-GI/24V.DC =100 PEOPLE =1500 =20 PEOPLE =400 =1900 CFM =2500 CFM =1.3 PEOPLE =26 CFM =2 PEOPLE =40 CFM =62 CFM =320 CFM AIR UNIT CONTROL PANEL SMOKE RETURN DUCT SMOKE DETECTOR 120V DETECTOR EDWARDS 6264 B WITH AIR 12UV AC/24V DC POWER SUPPLY FOR DETECTOR & HORN & 2-DPDT RELAYS SMOKE SUPPLY DUCT SMOKE DETECTOR 120V DETECTOR EDWARDS 6264 B WITH 120V AC/24V DC POWER AIR SUPPLY FOR DETECTOR & HORN & 2-DPDT RELAYS O ALARM INDICATOR/ TEST STATION EDWARDS Q 6262B-001 SMOKE ALARM DETAIL NTS SEQUENCES OF OPERATION 1. AHU-1 & 2: A. OPEN MOTORIZED OUTSIDE AIR DAMPERS PRIOR TO STARTING FAN UNLESS IN COOL DOWN/ WARM UP MODE. B. REFRIGERANT CIRCUITS: THE INDIVIDUAL COMPRESSOR CIRCUITS ARE MODULATED IN STAGES (TWO MINIMUM), TO MAINTAIN THE LEAVING AIR TEMPERATURE SETPOINT (55 DEGREES F). THE SUPPLY AIR TEMPERATURE IS RESET BASED ON THE FOLLOWING: 1. RETURN AIR TEMPERATURE FALLS BELOW SETPOINT (75 DEGREES). 2. RESET LEAVING AIR TEMPERATURE UP THREE DEGREE (58 DEGREES F MAX). (SHOULD THIS NOT BE POSSIBLE DUE TO COMPRESSOR STAGING - MAINTAIN 55 DEGREE F LEAVING AIR TEMPERATURE AND RESET UP THE THREE DEGREES UTILIZING REHEAT). C. ELECTRIC HEATING COIL: THE ELECTRIC HEATING COIL IS ENERGIZED, IN STAGES (THREE MINIMUM). FOR MORNING WARM UP OR IF THE SYSTEM REQUIRES HEAT DURING NORMAL OPERATING HOURS. D. HUMIDITY CONTROL: WHEN THE HUMIDISTAT EXCEEDS SETPOINT (60% RH -ADJUSTABLE) THE COMPRESSOR CIRCUITS SHALL BE CYCLED ON TO PROVIDE 55 DEGREE LEAVING AIR AND THE SPACE THERMOSTAT WILL MODULATE THE HEATING COIL TO MAINTAIN SPACE SETPOINT (75 DEGREES F). 1 5. FAN F-1 & 2: A. THESE FANS ARE INTERLOCKED TO OPERATE ONLY WHEN AHU-1 OPERATES. 1 7. FAN F-3: I A. THIS FAN IS INTERLOCKED TO OPERATE ONLY WHEN AHU-2 OPERATES. BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHCXW HWY #300 CA - 94010 TEL (650) 692-991 i FAX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS THEM WITH AND COMPARE THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT V Z J a Z W c O� 0 a �V a� � W J a a� L 0 v0 0 W �Z � W `t V �c > c DATE JOB NO. 20454 M03 SHEET OF e 1— I I I I I!!— w _— I 0 7 D N V 0 0 rn 0 D L A r i F 0 _c a) i PIVOT DAMPER (VD) = w V) BEARING --�_ MAIN DUCT BRANCH DUCT QUADRANT LOCKING LEVER ANGULAR TAP COLLAR AIR FLOW(SUPPLY) AIR URN EXHAUST SUPPLY/RETURN AND EXHAUST BRANCH DUCTWORK DETAIL N.T.S. WALL OR FLOOR CONSTRUCTION AIR FLOA SHEET METAL DUCT ALL SPACES PACKED FULL DEPTH W/MINERAL WOOL OR OTHER EQUALLY APPROVED FIRE RESISTIVE MATERIAL (ASBESTOS OR I_lA FIBERGLASS SHALL NOT BE USED). APPLY 1 /2" DP. FIRE STOP FINISH SEAL - NOTES: ANT TO EXPOSED PACKING. 1. FOR WALLS REQUIRING FIRE DAMPERS SEE OTHER DETAILS DETAIL OF CAULKING OF DUCT PIERCING RATED WALLS OR FLOORS WHERE FIRE DAMPERS ARE NOT REQUIRED N.T.S. 1. H.I.T. OR CADDY BEAM CLIP FOR APPROPRIATE BEAM THICKNESS. 2. PHILLIPS JS14C (BSA APPROVAL NO. 39058 SM) OR EQUAL, OR FORCED ENTRY FASTENERS. 3. BAND IRON HANGER PER CODE OR SMACNA. 4. TURN UNDER WHEN DUCT IS OVER 47" WIDE. 5. PHILLIPS J38C OR EQUAL 6. THREADED ROD COUPLING. 7. THREADED ROD (SIZE AS REQUIRED 3/8" MIN 8. SCISSOR CLAMP ON REINFORCED ROD. 9. G.A.T. CHANNEL CLAMP SLAB FASTENER. 10. STEEL ROD (3/8"MIN.) METHOD OF HANGING DUCTWORK N.T.S. NO: GHT ANGLE SEAR NO: _ATH CESSIBLE CONSTRUCTION A CAP VOLUME CONTROL DAMPER N.T.S. (FOR NON ACCESSIBLE CEILINGS ONLY) VD METAL DECK BEYOND DUCT TEE DETAIL N.T.S. V VANES VD AN CH ELECTRIC HEATING COI VERTICAL AIR HANDLING UNIT 6" HIGH CONCRETE PAD 2" THICK BLAN WRAP INSULATI, T-BAR ACOUSTICAL CEILING TILE RETURN AIR GRILLE DETAIL N.T.S. REFRIGERANT PIPING (LIQU REFRIGERANT PIPING (SUCT PIPE CLAMP, "UN #P2600 WITH CUE BETWEEN PIPE & SIZE TO MATCH P CLAMP AROUND IN ..,," , , —.1. . 'RUT" HANGER (TYP.) SPIN -IN FITTING W/ AIR SCOOP AND VOLUME DAMPER 7 /-STRAP SUPPORTT !I ( I I I ) MAXIMUM ALLOWABLE i LENGTH OF FLEX. DUCT DUCT NSULATED FLEX INSULATION DUCT CLASS I T-BAR FRAME � m m CEILING DIFFUSER CEILING DIFFUSER DETAIL N.T.S. NOTE: 1. FLEX DUCT TO BE SAME SIZE AS DIFFUSER NECK. 2. COORDINATE DIFFUSER FRAME TYPE WITH CEILING. 3 REFRIGERANT PIPING SUPPORT DETAIL o Q� N TS „vVLJV VLV I IVI\ AIR HANDLING UNIT DETAIL N TS T BOX SECTION ER SECTION SOIL ATE PIPING, SEE PLUMBING i FOR CONTINUATION. '-TRAP (SEE DETAIL) )OLING COIL SPIN -IN FITTING WITH SCOOP & VOLUME DAMPER 1 INS ULATED CLASS I FLEX DUCT MAIN BRANCH SPIN -IN COLLAR FITTING DETAIL N.T.S. BALANCING DAMPER IF REQUIRED SEE GRILLE REGISTER & DIFFUSER crupni u r* ;TWORK SECURE AIR DEVICE —v \` MUUNIING FRAME ANGLE TO DUCTWORK WITH DIFFUSER SHEET METAL SCREWS DUCT MOUNTED AIR DEVICE DETAIL N.T.S. CD N In 04 e W Zo 5z Z¢ J Wo ow Z w e � �En z A i110 Z �-- Ow Uo N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1SSS BAYSI-TORE HWY #300 CA — 94010 j TEL (6SO) 692-9911 FAX (GSO) 692-0181 I I IND.I REVISION I DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z w J a Z Lu cc LL a: as LL co � Q Z ZQ �.., w w > Q 0 DATE JOB NO. 20454 MOA SHEET OF RET. AIR FILTER CLEAR ACCESS (SEE NOTE #2) SUPPORT ROD WITH VIBR. ISOL. TO BLD, STRUCTURE. (TYPICAL) DRAIN PAN WITH FLOAT SWITCH SUPPLY AIR CONDENSATE DRAIN (SEE NOTE #0 O.A. DUCT NOT SHOWN FOR CLAIRITY CONTROL BOX ACCESS PANEL (SEE NOTE #3) `I' i- VIBRATION ISOLATION UUNU . I KAI' AND CLEANOUT REFRIGERANT LIQUID AND SUCTION PIPING NOTES: 1. UNIT TO BE INSTALLED AT ELEVATION SO AS TO PERMIT GRAVITY DRAIN FROM CONDENSATE PAN TRAP (ABOVE HUNG CEILING) TO BUILDING DRAIN. IF NOT POSSIBLE, PROVIDE CONDENSATE PUMP. 2. PROVIDE UNIT WITH SECONDARY DRAIN PANS AND FLOAT SWITCH INTERLOCKED WITH AIR HANDLING TO SHUT UNIT OFF. 3. UNIT SHALL BE LOCATED SO THAT ACCESS IS CLEAR TO FILTERS AND ACCESS PANELS. HORIZONTAL AIR HANDLING UNIT DETAIL N.T.S. PROVIDE 1 /8" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) EXHAUST DUCTWORK WITH TRANSITIONS AS REQUIRED (TYPICmoj IN -LINE FAN '--FLEXIBLE CONNECTION (TYP) SUSPENDED FAN DETAIL NTS SEAL WATERTIGHT PROVIDE FOAM PLUG -CUT FLUSH AT CONDUIT ENTRANCE OR PACK WITH ROCK WOOL. INSULATE ENTIRE LENGTH OF SUCTION LINE 6" MINIMUM PROVIDE METAL PIPE SLEEVE THROUGH CONC. SLAB. (TYP.) DAMPER BLADE PROVIDE GOOSENECK OR 180 BEND APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION. SEAL OPEN END WITH NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERTIGHT. EXTEND PVC 4" ABOVE PAD. HIGH CONDENSING IIT CONCRETE PAD LONG SWEEP 90' ELBOW OR 45' BEND PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4" DIA FOR ONE SET OF LINES. 6" DIA FOR UP TO.3 SETS J OF LINES. AND COMPACTED FILL. `COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE. UNDERGROUND REFRIGERANT LINES SCALE: NONE THREADED of i In H1 = EQUAL TO NEGATIVE STATIC PRESSURE AT PAN. EQUAL TO H 1 EQUAL TO 1" SEE SPECIFICATIONS FOR DRAIN PIPING TURN DOWN INTO DRAIN DRAW -THROUGH UNIT DRAIN DETAIL NTS BARE PIPE m 1 Io 0 0 ° all Y INSULATED HOT PIPE (BELOW 160 Ff o , o o I—C 0- 0- INSULATED COLD PIPE & INSULATED HOT PIPE Q AO ALL SPACES PACKED FULL /2" DEPTH WITH MINERAL WOOL OR OTHER EQUALLY APPROVED FIRE RESISTIVE MATERIAL (ASBESTOS OR FIBERGLASS SHALL NOT BE USED) FIRE RESISTANT FOAM SEALANT - ® CHASE FOAM CTC P2-855 (MEA#58-79 M#1&11 MAY BE USED. INSTALLATION AS PER MANUFACTURER. © ESCUTCHEON BOTH SIDES SLEEVE _ O© B QD DIAMETER OF INSULATED PIPE 0 O ANHYDROUS CALCIUM SILICATE INSULATION —1 /2" THRU SLEEVE O FIRE RATED PARTITION WALL OR FLOOR FIBERGLASS INSULATION HO TERMINATE INSULATION AT ESCUTCHEON Op QI 1/2" DEPTH FIRE STOP FINISH SEALANT (SEE HVAC SPEC) 1/2" INSULATED COLD PIPING AND INSULATED HOT PIPING (ABOVE 160' F) DETAIL OF PIPING PIERCING FIRE RATED PARTITIONS, MALLS AND FLOORS N.T.S. COVER LID. SOLID GRATE GRADE GRADE —III III II II III III— -IIII.IIII1 1 ,II1... ,,,II11111II111II1= 20"0 FROM AHU CONDENSATE DRAINS. 1 1/2" 0 SIZE AS REQUIRED, SEE PLANS. SLOPE 1/4" PER FT. MINIMUM 4' -0" 20" RCP MINIMUM - I FOR EXACT LOCATION SEE PEA GRAVEL SITE/CIVIL UTILITY PLAN. (TYPICAL FOR 2 0 EACH BUILDING).. —CRUSHED STONE 2" TO 3" SIZE (3 CU. YARDS MIN.) CONDENSATE DRYWELL DRAIN N TERMINATION DETAIL 0" NOT TO SCALE e W L, Zo �z Z¢ J Wo % U w w F- J w ® Dz V) O_ Z I- M� 0 w N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHCMM HWY #300 -CA-94010 TEL (650) 692-991171 FAX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z w a Z w a a: �U V U. �. <C to a LL a Z W Q W � > w 0 DATE JOB NO. 20454 MOm5 SHEET OF V v p D D V D O FD 100 CFM 6"o 320 CFM EA X " � o N C-4 ' N »» TYPE "A" 10 X " 0 oxo o � 50 M °' TYPE D .......... TYPE °D" d- ..... . TYPE Q »_ » .. TYPE. "D .., ..... 5 CFM..., ». » ». . o ADMINSTRATION BUILDING MECHANICAL FLOOR PLAN DRYWELL UNDERGROUND REFRIGERANT PIPING AND CONDENSATE PIPE. BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHCXM HWY #300 —CA-94010 TEL (650) 692-9911 FAX (650) 692-0181 NO. i REVISION i DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT J a V Z mr V w d z � w J 0 Z a - � 0 Z W cr m o� Z 0a O V I— Z a a- ~ D �_ ir V� Z. O � z Wa O � m o O J u> cl) a LL DATE JOB NO. 20454 M2ml SHEET OF .........i EXH LOUVE MIN 1 SF/I/I UNDERGROUND R3EFRIGERANT PIPE rrr� o TYPE "A" 6 75 CFM ... .TYPE " 75 CFb EF-3 f 180 CFM Fume A ROW INTAKE LOUVER MIN 1 SF/FA CAR WASH MAINTENANCE BUILDING MECHANICAL FLOOR PLAN CO N V co N a WLL- Zo 0 �z ZJ Wo z w FV) V) C- Z �- 0 lo Ld C) 04 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BLJPJJNCAME -CA-94010 TEL (650) 692-991 i FAX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH DOCUMENTS ACTIVITIES. THE CONSTRUCTION BEFORE COMMENCING ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT V Z J s U � D Z m _ J W V Z Q Q Z J Q Z W Zcc cc W O ~ O o� Z J Q Q IL C� J cl� V Q � Q Z J� c i Z o It 0 W Q ' Q W am > co) O m DATE JOB NO. 20454 M12ml SHEET OF — L m SYMBOL DESCRIPTION NOTES LIGHTING FIXTURES ®CIELING MOUNTED UPPER CASE LETTERS INSCRIBED IN LIGHTING FIXTURES SYMBOL INDICATE FIXTURE TYPE O REFERENCES TO FIXTURE LIST C� SUBSCRIPT LOWER CASE LETTERS IN- DICATE SWITCH CONTROL ASSOCIA- TIONS (OR CONTROL ZONE DESIGNATION WHERE APPLICABLE -- SEE BELOW) WALL MOUNTED LIGHTING FIXTURES INDICATION THUS: LPH-17 *DENOTES CIRCUIT NUMBER, WITH *SIGNIFYING RELAY CONTROLLED LIGHTING FIXTURE Q WALL MOUNTED SCONCE LIGHTING FIXTURES LP�* LPHO-17* FLOOR MOUNTED ® LIGHTING FIXTURE EXIT SIGNS ^ , WALL MOUNTED EXIT SIGN APPLICATION OF SHADED QUADRANTS AND ARROWS `GMY II THUS: M INDICATE LETTERED FACE AND DIREC- ® CEILING MOUNTED EXIT SIGN TIONAL ARROWS AT SYMBOLS FOR SIGNS FOR WHICH SELECTION OF SUCH FEATURES IS REQUIRED. SUBSCRIPT DESIGNATIONS XA, XB, XC, ETC. INDICATE EXIT SIGN TYPE REF- ERENCES TO LIGHTING FIXTURE UST. JUNCTION AND PULL BOXES -- SECONDARY LIGHT AND POWER WIRING PULL BOX OR JUNCTION a BOX --OUTLET BOX TYPE WALL MOUNTED PULL BOX OR JUNCTION BOX --OUTLET BOX TYPE O MOUNTED AT CEILING PULL BOX OR JUNCTION SUBSCRIPT 'CS' INDICATES THAT BOX LARGE CUSTOM CABLE SUPPORTS ARE REQUIRED IN FABRICATED TYPE BOX FOR ALL CABLES PASSING THROUGH VERTICALLY. FREE STANDING JUNC- BOX -- OUTLET BOX TYPE, MOUNTED ON �TION CONDUITS STUBBED UP FROM FLOOR. FLUSH FLOOR JUNCTION BOX -- OUTLET BOX TYPE PULL BOX OR JUNCTION BOX --OUTLET BOX O TYPE MOUNTED WITHIN SUSPENDED CELING ABOVE PULL BOX OR JUNCTION BOX --OUTLET BOX TYPE MOUNTED WITHIN SUSPENED CEILING BELOW. FIRE PROTECTIVE ALARM SYSTEM ACTUATING DEVICES MANUAL FIRE ALARM SUBSCRIPT -K- SUBSCRIPT NUM - ACTUATING DEVICE DENOTES STRAP BERS INDICATE OR STATION KEY STATION ZONE OR CIRCUIT SPRINKLER ALARM SUBSCRIPT UPPER ACTUATING DEVICE CASE LETTERS DE- SUBSCRIPT LOWER NOTE THE FOLLOW- ING: CASE LETTERS IN A -MAIN ALARM VALVE WATER- QUOTES DENOTE EXCEPTIONS TO FIRE STANDPIPE ALARM ACTUATING DEVI(E FLOW DETECTOR SPECIFIED STAN- DARE) MOUNTING AS W-WATERFLOW DE- FOLLOWS:- TECTOR 'f- - FLUSH T-TAMPER SWITCH •af" - SEMIFLUSH F-FLOAT SWITCH .a" - SURFACE 'd" - 1N DUCT FR--FIRE PUMP RUNNING ALARM SUBSCRIPT ROMAN RELAY CONTACTS NUMERALS DENOTE SYSTEM WHERE FP --FIRE PUMP THERE IS MORE POWER AVAIL- THAN ONE. ABLE ALARM RELAY CONTACTS SYMBOLS AS SHOWN REPRESENT WALL PAIR PRESSURE MOUNTED DEVICES SWITCH --CIRCUMSCRIBED DF--DRY PIPE CIRCLES THUS: - AIR COMP. POWER FAILURE DP --DRY PIPE AIR COMP. LOW AIR DENOTE CEILING COMP. MOUNTING EXCEPT THAT FOR AUTO - MATIC FIRE DE- AUTOMATIC FIRE SUBSCRIPT UPPER DETECTION ALARM CASE LETTERS DE- TECTION ACTUATING ACTUATING DEVICE NOTE THE FOLLOW- DEVICES ING._ AS SHOWN DENOTE CEILING MOUNTED -RT-FIRESTAT- DEVICES AND CIR- RATE OF RISE CUMSCRIBED CIR- PLUS FIXED CLES DENOTE TEMPERATURE MOUNTING IN TYPE RASIED FLOOR. -FT-FIRESTAT- SUBSCRIPT UPPER FIXED TEM- CASE LETTERS IN PERATURE PARENTHESIS DE - TYPE NOTE DEVICE FUNCTION THUS:- -PM --PNEUMATIC ()_TOTAL TUBE MIA- PHRAGM EVACUATION SWITCH (FE)-FLOOR SUBSCRIPT NUM- EVACUATION BERS IN PAREN- THESIS AT SYM- BOLS REPRESENT- ING FIRESTATS DENOTE EXCEP- TIONS TO SPECI- FIED STANDARD TEMPERATURE SETTINGS SUBSCRIPT NUM- BERS IN PAREN- THESIS AT SYM- BOLS REPRESENT- ING PNEUMATIC TUBE DIAPHRAGM SWITCHES DENOTE LENGTH OF ASSO- CIATED TUBING AUTOMATIC SMOKE a DETECTION ALARM ACTUATING DEVICE SYMBOL DESCRIPTION NOTES SECONDARY FEEDERS FEEDER RUN CON- CEALED ABOVE AS PER �- BASIC REQUIREMENTS FOR THE INSTALLATION OF CIRCUITRY. FEEDER RUN CON- CEALED BELOW AS PER i - BASIC REQUIREMENTS FOR THE INSTALLATION OF CIRCUITRY. FEEDER RUN EXPOSED AS PER BASIC RE- - = QUIREMENTS FOR THE INSTALLATION OF CIRCUITRY. FEEDER RUN AS PER SPECIFIC NOTATION. LIGHTING AND APPLIANCE BRANCH CIRCUITRY LIGHTING AND APPLI- ARROW HEADS INDICATE HOME RUN ANCE BRANCH CIRCUITRY CIRCUITRY --NUMBER OF ARROW RUN CONCEALED ABOVE HEADS INDICATES NUMBER OF \ AS PER BASIC REWIRE- BRANCH POLES REQUIRED IN PANEL MENTS FOR THE INSTAL- LATION OF CIRCUITRY. 1� 2�OA LIGHTING AND APPLI- ANCE BRANCH CIRCUITRY INDICATION THUS:- RUN CONCEALED BELOW DENOTE NUMBER OF 20 AMP AS PER BASIC REQUIRE- CIRCUITS WHERE NECESSARY TO MENTS FOR THE INSTAL- DIFFERENTIATE BETWEEN 15 AND 20 LAT10N OF CIRCUITRY. AMP POLES IN THE SAME PANEL * (2) LIGHTING AND APPU- t► ANCE BRANCH CIRCUITRY INDICATION THUS: AdlL_ DENOTES I RUN EXPOSED AS PER QUANTITY OF ASSOCIATED RELAYS IN BASIC REQUIREMENTS LIGHTING CONTROL PANEL L FOR THE INSTALLATION _ OF CIRCUITRY. CROSS MARKS INDICATE NUMBER OF LIGHTING AND APPLIANCE CONDUCTORS IN RUN WHICH IS TO BRANCH CIRCUITRY BE PROVIDED IN ACCORDANCE WITH RUN AS PER SPECIFIC THE REQUIREMENTS FOR LIGHTING NOTATION. AND APPLIANCE BRANCH CIRCUITRY OPERATING AT 20 AMPS OR LESS. PERTINENT INFORMATION FOR CIRCUITRY OVER 20 AMPS IS NOTED THUS: - ARROW HEADS IN- DICATE QUANTITY 50A-3/6 OF BRANCH POLES VTO BE CONNECTED M AT PANEL SIZE OF CONDUC- MRS. QUANTITY OF CON- DUCTORS (WHERE SIZE OF QUANTITY OF CON - POLES TO BE DUCTORS IS CONNECTED TO GREATER THAN AT PANEL QUANTITY OF BRANCH POLES TO BE CONNECTED TO AT PANEL, THE EXCESS CONDUCT- ORS ARE NEUTRALS). FIRE PROTECTIVE ALARM SYSTEM SOUNDING AND VISUAL DEVICES GONG TYPE SOUNDING SYMBOLS, AS SHOWN, REPRESENT DEVICE --WITH INTEG- WALL MOUNTED DEVICES UNLESS 8 RAL VISUAL DEVICE SPECIFICALLY NOTED OTHERWISE. (SEE SPECIFICATIONS FOR EXCEPTIONS) SUBSCRIPT "t" DENOTES "TROUBLE HORN TYPE SOUNDING r7 DEVICE --WITH INTEG- SIGNAL" rL'SJ RAL VISUAL DEVICE �S FEXCEPTIONS)SPECIFICATIONS OR SUBSCRIPT LOWER CASE LETTERS IN QUOTES DENOTE EXCEPTIONS LOUDSPEAKER --WITH TO SPECIFIED MOUNTING AS INTEGRAL VISUAL FOLLOWS: DEVICE(SEE SPECIFI- CATIONS FOR EXCEPT- "f"-FLUSH IONS) "e -SURFACE "b'-BRACKET VISUAL DEVICE ONLY FIRE PROTECTIVE ALARM SYSTEM BASIC ITEMS PA JUNCTION OR PULL BOX FOR SYSTEM WIRING FPA CENTRAL EQUIPTMENT OF SYSTEM FPA STRIP CABINET FOR SYSTEM WIRING FPA OUTLYING ANNUN- CIATOR _FPAj OUTLYING EQUIPTMENT CONTROL CABINET FPA OUTLYING INTERCOM STATION SYMBOL DESCRIPTION NOTES T MOTORS, PANELS, AND INDIVIDUALLY MOUNTED DEVICES AND EQUIPTMENT - SECONDARY LIGHT AND POWER _WIRING COMPLETE INFORMATION FOR MOTORS MOTORS IN MECHANICAL IS INDICATED BY APPLICATION OF SYSTEM EQUIPMENT TAG SYMBOL REFERENCE TO MOTOR LIST INDIVIDUALLY COMPLETE INFORMATION FOR DEVICES MOUNTED SECONDARY IS INDICATED BY APPLICATION OF OVERCURRENT AND TAG SYMBOLS --OMISSION OF TAG SWITCHING DEVICES SYMBOLS DENOTES DEVICES WHICH (CIRCUIT BREAKERS, ARE NOT PART OF ELECTRIC WORK-- - FUSIBLE SWATCHES, IN THIS INSTANCE SUBSCRIPT IL JF� UNFUSED SWITCHES, NUMBERS ARE USED TO INDICATE ETC.) APPLIED AS SIZE OF FUSING WHERE REQUIRED SPECIFIED. (3 POLE FUSING UNLESS NOTED). MOTOR STARTER SUBSCRIPT NUM- COMPLETE INFOR- MATION FOR FOR MOTORS IN FUSING WHERE MOTOR CONTROL MECHANICAL SYSTEM REQUIRED (3 ITEMS IS INDI- EQUIPMENT. POLE FUSING CATED BY THE UNLESS NOTED). TAG SYMBOL RE- FERENCE APPLIED DEVICE IN MOTOR CONTROL CIRCUIT TO ASSOCIATED MOTORS --WHERE RELATION OF MOTORS TO CON- TROL ITEMS IS NOT EVIDENT, MOTOR TAG SYM- BOLS ARE REPEAT- ED AT SYMBOLS REPRESENTING THESE ITEMS TO CLARIFY THESE ASSOCIATIONS. ARROW OF NOTE INDICATING PANEL POWER OR DISTRIBUTION DESIGNATION ALSO DENOTES FRONT PANEL FACE OF PANEL LIGHTING OR ROME APPLIANCE PANEL ARROWHEAD DENOTES FRONT. JPANELETTE INDIVIDUALLY SUBSCRIPT NUMBERS INDICATE KVA MOUNTED THREE RATING. PHASE DRY TYPE )( )< Rfl TRANSFORMER-- SECONDARY COLT - AGE TO SECONDARY VOLTAGE. CIRCUITRY GENERAL �-0 INDIVIDUAL RUN - SYMBOLS REPRESENT VERTICAL PORTION STUBBED UP. OF RUN TO ANOTHER LEVEL EXCEPT THAT WHERE NOTED WITH EQUIPMENT INDIVIDUAL RUN - �0 IDENTIFICATION STUBBED DOWN. OF RUN IS TO ITEM ON SAME LEVEL INDIVIDUAL RUN 41 0 VERTICAL FROM LEVEL BELOW TO LEVEL ABOVE. INDIVIDUAL RUN f+oj OFFSET WITHIN SAME LEVEL INDIVIDUAL RUN TERMINATED. WATERHEAD. fJJj/ CONDUIT BANK. SECONDARY FEEDERS UNLESS OTHERWISE NOTED. CONDUIT BANK SYMBOLS REPRESENT VERTICAL PORTION STUBBED UP. THAT OF BANK TO ANOTHER LEVEL EXCEPT WHERE NOTED WITH EQUIPMENT �vn�I CONDUIT BANK IDENTIFICATION EBBED DOWN. OF BANK 15 TO ITEM ON SAME LEVEL CONDUIT BANK OFFSET WITHIN SAME LEVEL CONDUIT BANK TERMINATED. CONDUIT OR FEEDER BANK FROM LEVEL BELOW TO LEVEL ABOVE: MULTI OUTLET ASSEMBLY MULTI OUTLET RACE- SUBSCRIPT UPPER CASE LETTERS WAY ASSEMBLY. INDICATE TYPE REFERENCES TO DETAIL - I I zn� - CIRCUITRY IDENTIFICATION IDENTIFICATION ADJACENT INCH ON DRAWINGS, LET - OF INDIVIDUAL DIMENSIONS INDIC- TERS ARE SUBSTI- RUN ATE CONDUIT TUTED FOR 'XX" SIZING TO DENOTE SYSTEMS IN ACCORDANCE WITH THE FOLLOWING: t -- TELEPHONE INDIVIDUAL SLEEVE ADJACENT NUM- Axx UP IDENTIFICATION BERS IN PAREN- THESIS INDICATE OF SYS- P __ PRIMARY INDIVIDUAL SLEEVE QUANTITY CXX DOWN IDENTIFICA- TEM WIRES TION INDIVIDUAL SLEEVE (=3 THROUGH IDENTIF- xx� CATION IDENTIFICATION OF CONDUIT BANK BANK OF SLEEVES ADJACENT NO - UP IDENTIFICATION TATIONS THUS:- 10-3' QUAN- NUMBERS SUBSTI- TUTED FOR 'XX" BANK OF SLEEVES INDICATE m DOWN IDENTIFICA- TITY AND SIZE INDICATE THAT TION THE INDICATED WORK IS ROUGHING FOR LIGHTING AND BANK OF SLEEVES THROUGH IDENTIFI- CATION APPLIANCE BRANCH CIRCUITRY OPER- JUNCTION BOX FOR ® OTHER THAN SECON- ATING AT THE DARY LIGHT AND VOLTAGE DENOTED POWER WIRING BY THE NUMBERS SYMBOL DESCRIPTION NOTES WIRING DEVICES WITHOUT SUB- WITHOUT SUBSCRIPT S WIRING DEVICE SCRIPT NUMBER UPPER CASE LETTERS TYPE SWITCH SYMBOL SYMBOLS DENOTE DENOTES "SINGLE POLE" WIRING DEVICE STANDARD AS SPECI- FIED. SUBSCRIPT NUMBERS DE- SUBSCRIPT UPPER NOTE -2 POLE- CASE LETTERS DE- -3 WAY-, -4 NOTE NON STAND- WAY-, ETC. ARD TYPE REFER- ENCE TO SCHEDULE SUBSCRIPT OF NON STANDARD LETTERS IN WIRING DEVICES. PARENTHESIS THUS:- SUBSCRIPT LOWER (PL) CASE LETTERS IN- DICATE SWATCH CONTROL ASSOCCIA- INDICATE MONS. SEPARATE PILOT LIGHT. COMBINATION OF SYMBOLS THUS: - SHADING WTTJ WALL DUPLEX CON- SYMBOL THUS:- VENIENCE RECEPTACLE /j1 "? I INDICATES DENOTES WIRING DEVICES MOUNTED RECEPTACLE IN FREE-STANDING WITH EACH OUTLETS STUBBED HALF SEPAR- UP FROM FLOOR. ATELY WIRED (HALF CON- STANT. HALF SWITCH CON- TROLLED) SUBSCRIPT (n WALL SINGLE CON- LETTERS IN �l VENIENCE RECEPTACLE QUOTES DE- NOTE EXCEP- TIONS TO SINGLE CON- SPECIFIED eFLOOR VENIENCE RECEPTACLE STANDARD MOUNTING AS FOLLOWS: - FLOOR DUPLEX CON- VENIENCE RECEPTACLE 'f'-IN FLUSH FLOOR FITTING DOUBLE DUPLEX 'QUAD' RECEPTACLE • a' -IN STAN- CHION FITTING. CEILING CONVENIENCE e RECEPTACLE WALL SPECIAL PURPOSE 19 POWER SUPPLY RECEP- FLOOR SPECIAL PUR- OPOSE POWER SUPPLY RECEPTACLE CEILING SPECIAL PUR- GANGING SYMBOL SHOWN IN CIRCUITRY POSE POWER SUPPLY RUN IN COMBINATION WITH ANY WIRING RECEPTACLE DEVICE SYMBOLS THUS: - DENOTES WIRING DEVICES WHICH ARE WALL BOX DIMMER ®�® ®� II II El S Ss TO BE GANGED IN A SINGLE COMMON WIRING DEVICE GANGING SYMBOL PLATE OUTLET. T.V. ANTENNA SYSTEM ANTENNA SYSTEM RE- AT SYMBOLS DENOTING ITEMS FOR Gli- CEIVER CONNECTION WINCH DIFFERENT TYPES ARE DEVICE. SPECIFIED, TYPE REFERENCES ARE INDICATED BY UPPER CASE LETTERS. ANTENNA SYSTEM IN- PUT CONNECTION DEVICE FOR CLOSED CIRCUIT T.V. SYMBOLS AS SHOWN REPRESENT WALL MOUNTED DEVICES --CIRCUMSCRIBED CIRCLES THUS: - DENOTE FLOOR MOUNTING. OR PULL ®JUNCTION BOX FOR ANTENNA SYSTEM WIRING AS STRIP, CABINET FOR ADJACENT INCH DIMENSIONS IN- ANTENNA SYSTEM DICATE CABINET SIZE. WIRING SUBSCRIPT LOWER CASE LETTERS IN QUOTES DENOTE EXCEPTIONS TO SPECI- FIED STANDARD MOUNTING AS FOLLOWS:- "t' - FLUSH SURFACE AS CENTRAL EQUIPMENT OF ANTENNA SYSTEM. OUTLYING AUXIL- SUBSCRIPT UPPER CASE LETTERS AS IARY EQUIPMENT OF DENOTE TYPE, ANTENNA SYSTEM. CLOCK SYSTEM WALL MOUNTED CLOCK SUBSCRIPT UPPER CASE LETTERS ON CLOCK SYSTEM. DENOTE TYPE REFERENCE TO UST OF CLOCKS AND/OR CLOCK CEILING MOUNTED CLOCK ON CLOCK SYSTEM SOUNDING DEVICES. SYSTEM. CIRCUMSCRIBED SQUARE THUS: - SEPARATE PROGRAM -130 DEVICE ON CLOCK SYSTEM. DENOTES MASTER INSTRUMENT. UTILITY PROGRAM CONTROL RELAY MOMENTARY TYPE UTILITY PROGRAM Cti CONTROL RELAY LATCH TYPE. CLOCK SYSTEM �« COUPLING ASSEMBLY. JUNCTION OR PULL ® BOX FOR CLOCK SYSTEM WIRING. CS CENTRAL EQUIPMENT OF CLOCK SYSTEM. SYMBOL DESCRIPTION NOTES FACILITIES FOR ACCOMODATION OF TELECOMMUNICATIONS MIRES AND DEVICES . OUTLET FOR CONNECT- SYMBOL AS SHOWN REPRESENTS WALL ION OF VOICE (TELE- MOUNTED OUTLET -- CIRCUMSCRIBED PHONE) DEVICES ONLY CIRCLES THUS: OUTLET FOR CONNECT- ION OF DATA DEVICES ONLY OUTLET FOR CONNECT- ION OF VOICt (TELE- DENOTES FLOOR MOUNTING PHONE) AND DATA DEVICES JUNCTION OR PULL O BOX ASSIGNED FOR TELECOMMUNICATIONS WIRING CABINET FOR TEL TELECOMMUNICATIONS WIRING SOUND SYSTEMS LOUDSPEAKER AT SYMBOLS DENOTING ITEMS DI FOR WHICH DIFFERENT TYPES ARE SPECIFIED, TYPE REFERENCES ARE INDICATED MICROPHONE JACK ® BY SUBSCRIPT UPPER CASE LETTERS. VOLUME CONTROL ® SUBSCRIPT ROMAN NUMERALS DENOTE THE SYSTEM WHERE THERE IS MORE THAN ONE INPUT JACK 0 SYMBOLS AS SHOWN REPRESENT WALL OR FLOOR MOUNTED INTERCOM SWITCH ® DEVICES-- CIRCUMSCRIBED CIRCLES THUS: - SELECTOR SWITCH ® ® DENOTE CEILING MOUNTING PORTABLE AMPLIFIER ® UNIT JACK RELAY UNIT PILOT LIGHT ® OUTLYING AMPLIFIER UNIT ® PORTABLE CONTROL UNIT JACK ® OUTLYING CONTROL UNIT ® LOUDSPEAKER JACK JUNCTION OR PULL BOX ss FOR SOUND SYSTEM WIRING 0 STRIP CABINET FOR SOUND ADJACENT INCH DIMENSIONS SYSTEM WIRING INDICATE CABINET SIZE SUBSCRIPT LOWER CASE LETTERS IN QUOTES DENOTE EXCEPTIONS TO SPECIFIED STANDARD MOUNTING AS FOLLOWS:- "f - FLUSH 's - SURFACE Q CENTRAL EQUIPMENT OF SOUND SUBSCRIPT UPPER CASE LETTERS SYSTEM DENOTE TYPE OUTLYING AUXILIARY EQUIPMENT OF SOUND SYSTEM SYMBOL DESCRIPTION NOTES SPECIAL SYSTEMS ITEM ON SPECIAL UPPER CASE LETTERS INSCRIBED IN SYSTEM. SQUARE PORTION OF SYMBOL DESIGNATE THE SYSTEM. COMPLETE EXPLANATION IS SET FORTH FOR THE SYMBOLS FOR EACH SYSTEM IN DETAILS AS FOLLOWS. -- LETTER SYSTEM DETAIL DESIGNA- IlQ� PROGRAMMABLE STAND TL—JT ALONE LIGHTING CONTROL SYSTEM PROGRAMMABLE NETWORKED LIGHTING CONTROL SYSTEM OCCUPANCY SENSOR DETAIL UPPER CASE LETTERS INSCRIBED IN ROUND PORTION OF SYMBOL IDENTIFY THE ITEM WITHIN THE SYSTEM AS EXPLAINED IN THE DETAIL JUNCTION BOX ON ON DRAWINGS LETTERS AS SET FORTH SPECIAL SYSTEM ABOVE ARE SUBSTITUTED FOR "XX' TO DESIGNATE THE SYSTEM. SITE PLAN SITE DISTRIBUTION UNDERGROUND CON- DUIT BANK FOR MAIN PRIMARY FEEDERS SITE DISTRIBUTION UNDERGROUND CON- DUIT BANK FOR MAIN OR SUB -MAIN SECONDARY FEEDERS. SITE DISTRIBUTION UNDERGROUND CON- DUIT BANK FOR MAIN COMMUNICA- TIONS, CONTROL AND/OR SIGNAL SUBSCRIPT -P- INDICATES PRIMARY DISTRIBUTION. SUBSCRIPT -S- INDICATES SECONDARY WIRING. HANDHOLE DISTRIBUTION. SUBSCRIPT -C/S - INDICATES COMMUNI- CATIONS, CONTROL AND/OR SIGNAL a MANHOLE UPPER CASE LETTERS INSCRIBED IN SYMBOL INDICATE TYPE REFERENCES TO FIXTURE LIST. POLE OR STANCHION ® TYPE LIGHTING EQUIPMENT. APPENDAGES APPLIED TO THE BASIC SYMBOL ARE USED TO DENOTE THE ORIENTATION OF ARMS, REFLECTORS, AND THE LIKE. CONDUIT BANK ROUTING VERTICAL VERTICAL INTENDED DIRECTION HORIZONTAL BEND UP --�� J OF CABLE PULL REND VERTICAL 4, BEND DOWN MINIMUM BENDING RADIUS EXP - EXPOSED HC = WITHIN HUNG CEILING HUB - HARD UNDER BEAMS HUS - HARD UNDER SLAB BMW BELOW MECHANICAL WORK UGD - UNDERGROUND BGS - BELOW GRADE SLAB IT - IN TRENCH I-TR.2-TR - I TIER, 2 TIER ETC. MINIMUM BENDING RADIUS APPLICABLE TAGSY TAG SYMBOL REFERENCE TO APPLICABLE DETAIL ORIENTATION FOR APPLIED INFORMATION IRE PTH d,-B. XX TOPBELOW FERENCE MFGC - MINIMUM FINAL GRADE COVER ELEVATION BFG - BELOW FINAL GRADE r OF TOP BSGS - BELOW SURFACE OF GRADE SLAB -LOF BOTTOM ~ HEIGHT OF 6 -8" XX BOTTOM ABOVE REFERENCE AFF = AFTER FINISH FLOOR AFC- ABOVE FINAL GRADE CAPPED ENDS SYMBOL DESCRIPTION NOTES TAG SYMBOLS SECONDARY FEEDER INFORMATION IS LISTED IN THE TAG SYMBOL TAG SYMBOL THUS. - FEEDER DESIGNATION NUMBER AND SIZE OF CONDUITS NUMBER AND SIZE OF CONDUCTORS REFERENCE TO AN APPLICABLE NOTE CONDUIT SIZE INDICATED ALONE DENOTES A SINGLE CONDUIT. SECONDARY INDIVI- DUALLY MOUNTED OVER INFORMATION IS LISTED IN THE TAG SYMBOL THUS: - CURRENT AND/OR SWITCHING DEVICE TAG '600" OR '250- "2', "3", "3-N', SYMBOL INDICATES VOLT- ETC, INDICATES AGE RANGE AT '2" POLE '3 POLE WHICH DEVICE 15 '3 POLE PLUS TO OPERATE NEUTRAL, 'ETC. DEVICE SIZE IN 'U' INDICATES AMPERES. THAT NO OVER - CURRENT PRO- TECTION IS RE- QUIRED --NUMBER INDICATES SIZE OF OVERCURRENT PROTECTION REQUIRED. INDIVIDUALLY MOUNTED OVERCURRENT AND SWITCHING DEVICES ARE FOR SURFACE MOUNTING UNLESS THE TAG SYMBOL CARRIES AN EXTERNAL SUBSCRIPT "1" INDICATING FLUSH MOUNTING. O INDEXING SYMBOL HEXAGONAL SYMBOLS CONTAINING UPPER CASE LETTERS WITH OR WITHOUT ARABIC NUMERALS INDICATE REFERENCE TO A LEGEND OR INDEX OF SPECIAL EQUIPMENT. HEXAGONAL SYMBOLS CONTAINING ARABIC NUMERALS ONLY INDICATE REFERENCE TO AN EXPLANATION OF ELECTRIC WORK REQUIREMENTS. REFERENCE SYMBOL TRIANGULAR SYMBOLS CONTAINING UPPER CASE LETTERS INDICATE A MOTOR LIST REFERENCE. TRIANGULAR SYMBOLS CONTAINING ROMAN NUMERALS INDICATE REFERENCE TO A DETAIL GANGING CROSS THE NOTED INDICATION ADJACENT TO REFERENCE ANY SYMBOL FOR AN OUTLET TYPE DEVICE DENOTES THAT THE DEVICE IS TO BE GANGED IN A BOX WITH ANOTHER DEVICE WHOSE SYMBOL APPEARS SIMILARLY NOTED AT THE SAME LOCA- TION ON ANOTHER DRAWING. SPECIAL MOUNTING DIMENSION NOTED IN PARENTHESIS HEIGHT INDICATIONS ADJACENT TO ANY ITEM ON THE DRAWINGS INDICATES THE HEIGHT OF ITS HORIZONTAL CENTERLINE ABOVE FINISHED FLOOR. MOUNTING HEIGHT REF- ERENCE TO ARCHITECT- URAL DRAWINGS APPLIANCE CIRCUIT * OUTLET INDICATION LINE INDICATING SYMBOLS USED WHERE DELINEATION ASSOCIATION OF LOCAL SWITCHES WITH CON- OF LIGHTING AND APPLIANCE BRANCH CIRCUITRY IS OMITTED. TROLLED OUTLETS y SUBSCRIPT INDICATION DENOTING OUTLET RE- QUIRED ON SEPARATE CIRCUIT OPERATING AT 20 AMPS OR LESS ❑PHYSICAL LINE INDICATING SIZE OF INDICATION USED CIRCUMSCRIBING OTHER SYMBOLS TO DELINEATE ELECTRICAL ITEMS PHYSICAL SIZE CONDUIT BANK TAG SYMBOLS TAG SYMBOL INDICAT- LNG NUMBER, ARRANGE- OCCUPANCY ASSIGNMENTS ARE NOTED AS FOLLOWS:- OO 00 O 00MENT AND OCCUPANCY ASSIGNMENTS OF CON- P - PRIMARY FEEDER DUITS IN A CONDUIT BANK S - SECONDARY FEEDER T - TELEPHONE COMPANY WIRING F - FIRE PROTECTIVE SIGNAL SYSTEM WIRING C - CONTROL WIRING M - MISCELLANEOUS COMMUNICATION A SIGNAL WIRING "SP' INDICATION ARROWED IN TO INDIVIDUAL CONDUITS DESIGNATES THEM AS SPARES FOR THE ASSIGNED OCCUPANCY. INCH DIMENSION IN PARENTHESIS NOTED BELOW SYMBOL DENOTES BASIC TRADE SIZE FOR ALL CONDUITS IN A BANK - INCH DIMENSIONS NOTED WITHOUT PARENTHESIS INDICATE EXCEPTIONS. TAG SYMBOL ADJACENT NUMBERS ARE DIMENSIONS 3'f INDICATING CROSS SECTIONAL DIMEN- IF OVER ALL CONDUITS AND ENCASEMENT ANY. SIONS OF CONDUIT BANK ABBREVIATIONS USED IN CONJUNCTION WITH SYMBOLS A - AMPS MISC - MISCELLANEOUS AC - ALTERNATING CURRENT MTD - MOUNTED ADJ - ADJACENT MTR - MOTOR AFD - AUTOMATIC FIRE DETECTION N - NEUTRAL AFF - ABOVE FINISHED FLOOR NEC - NATIONAL ELECTRIC AFG - ABOVE FINISHED GRADE CODE AIR COND - AIR CONDITIONING NEMA - NATIONAL ELECTRICAL AP - APPLIANCE PANEL MANUFACTURERS ARCH - ARCHITECTURAL ASSOC. ASYM - ASYMMETRICAL NL - ON NIGHT LIGHTING AUTO - AUTOMATIC CIRCUIT AVG - AVERAGE OL - OVERLOAD BL - BLANK P - POLES BLDG - BUILDING PB - PULL BOX C - CONDUIT PC - PULL CHAIN CAB - CAB PF - POWER FACTOR CAT - CATALOGUE PG - PAGING CKT - CIRCUIT PH - PHASE CL - CLOCK PLB - PLUMBING CLG - CEILING PNL - PANEL CLOS - CLOSET pp - POWER PANEL CM - CIRCULAR MIL PWR - POWER COL - COLUMN RC - REMOTE CONTROL CONC - CONCRETE REC - RECEPTACLE CONST - CONSTRUCTION REQ - REQUIRED CONT - CONTINUOUS RM - ROOM CONV - CONVENIENCE RMS - ROOT MEAN SQUARE CS - CABLE SUPPORT S - SOUND CU - CUBIC, SC - SQUIRREL CAGE DC - DIRECT CURRENT SO - SOUTH DIA - DIAMETER SP - SPARE ON - DOWN SPECS - SPECIFICATIONS DP - DISTRIBUTION PANEL SPKLR - SPRINKLER DTL - DETAIL SPKR - SPEAKER DWG - DRAWING SQ - SQUARE EA - EAST STD - STANDARD EC - EMPTY CONDUIT SURF - SURFACE EL - ELEVATION SW - SWITCH ELEC — ELECTRIC SWBD — SWITCHBOARD ELEV — ELEVATOR SYM — SYMETRICAL EM — ON EMERGENCY CIRCUIT TEL — TELEPHONE ENTR — ENTRANCE TELCO — TELEPHONE CO. EP --"EXPLOSION PROOF TV - TELEVISION EQ - EQUAL TYP - TYPICAL EQPMT - EQUIPMENT UFD - UNDER FLOOR DUCT EXIST - EXISTING V - VOLTS F - FLOOR VENT - VENTILATING FA - FIRE ALARM VERT - VERTICAL FOR - FEEDER VP - VAPORPROOF FIN - FINISH W - WATTS FIXT - FIXTURE WE - WEST FL - FLUSH WGD - WITH GUARD FLUOR - FLUORESCENT WP - WEATHERPROOF FSTP - FIRE -STANDPIPE WR - WOUND ROTOR FT - FEET WT - WIRING TROUGH GA - GAUGE XFMR - TRANSFORMER GALV - GALVANIZED YD - YARD GO - GROUND H - HERMETIC HC - HUNG CEILING HOR - HORIZONTAL III (UNRELA- - WIRE GAUGE NUMBER HP - HORSEPOWER TED TO HT - HIGH TENSION OTHER HTG - HEATING WORDS) HVAC - HEATING VENTILATING 0 - PHASE AND AIR CONDITIONING FO - FUSED AT 1N - INCHES C - CENTER LINE INCAN - INCANDESCENT C/B - CIRCUIT BREAKER INT - INTERCOM CONV/0 - CONVENIENCE JB - JUNCTION BOX OUTLET KVA - KILOVOLT AMPERES C/T - CURRENT KW - KILOWATT TRANSFORMER KWH - KILOWATT HOURS P/T - POTENTIAL LP - LIGHTING PANEL TRANSFORMER LS - LOUDSPEAKER O/C - OVERCURRENT LT - LOW TENSION C/C - CENTER TO CENTER LTG — LIGHTING N/O — NORMALLY OPEN N/C — NORMALLY CLOSED MA — MILLIAMPS 1/C,2/C — ONE CONDUCTOR MACH — MACHINE 3/C TWO CONDUCTORS, MCC — MOTOR CONTROL CENTER ETC. MCM — THOUSAND CIRCULAR MILS MECH — MECHANICAL MIC — MICROPHONE SYMBOL LIST NOTES 1. CERTAIN SYMBOLS SHOWN IN THE SYMBOL LIST DO NOT APPEAR ELSE- WHERE IN THE DRAWINGS-- SUCH SYMBOLS ARE INCLUDED TO PERMIT INTERPRETATIONS TO BE MADE IN THE EVENT OF DESIGN CHANGES - FOR THIS REASON THE SCOPE OF THE WORK IS TO BE DETERMINED ONLY FROM DRAWINGS OTHER THAN THE SYMBOL LIST. 2. SUBSCRIPT LOWER CASE LETTERS IN PARENTHESIS DENOTE THE ASSOCIATION BETWEEN IDENTICAL SYMBOLS APPEARING ON DIFFERENT DRAWINGS WHICH REPRESENT THE SAME ITEM. 3. ADDITIONAL EXPLANATION OF SYMBOLISM IS INCLUDED IN DETAILS AS FOLLOWS: - IIEMfi DETAILS DETAIL SHOWING METHOD OF CONNECTION TO FLOOR MOUNTED MOTORS t0 N (n 00 N 0Y M e W Zo 0 �z Za J W o Ld e Z Ld F �T JW e � z V)CL Z� Oa Uo N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHC)?E HWY #300 BURLJVGAME CA — 94010 TEL ), 92-9971 F (650) 92-0181 i NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER DISCOVERED INCONSISTENCIES SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z w 0 w .j ■ V 0 z w J 0 z w a cr. Cw CIO- Q �1-- � 0 U Z U. J $ < n _j LL < V 0 a W 4 Z Z W Q w /� li > / V/ 0 DATE JOB NO. 20454 E0ml SHEET OF ELECTRICAL SPECIFICATIONS 1. GENERAL REQUIREMENTS 7. EQUIPMENT S AND MATERIALS A. INCLUDE AGREEMENT/GENERAL CONDITIONS AND APPLICABLE PARTS OF DIVISION 1 AS PART OF THIS SECTION. A . ALL EQUIPMENT AND MATERIALS FOR PERMANENT INSTALLATION SHALL BE 13. OUTLET. JUNCTION AND PULL BOXES THE PRODUCTS OF RECOGNIZED MANUFACTURERS AND SHALL BE NEW. A. LARGE JUNCTION AND PULL BOXES AND WIRING TROUGHS SHALL BE 19. GROUNDING REQUIREMENTS B. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH B. NEW EQUIPMENT AND MATERIALS SHALL:- FABRICATED OF GALVANIZED SHEET STEEL. OUTLET BOXES AND OUTLET SIZE JUNCTION AND PULL BOXES SHALL BE STANDARD OUTLET TYPES FABRICATED A. PROVIDE A GROUNDING CONDUCTOR IN EACH RUN OF LIGHT AND POWER CIRCUITRY. NOTE THAT THE QUANTITIES OF CONDUCTORS AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED. THESE SPECIFICATIONS ARE SHOWN OF GALVANIZED STEEL. INDICATED ON THE DRAWINGS IN RUNS OF LIGHTING AND APPLIANCE BRANCH CIRCUITRY DO NOT INCLUDE THE REQUIRED IN THE ACCOMPANYING DRAWINGS COMPRISING DIVISION 16-ELECTRICAL 1. WHERE NORMALLY SUBJECT TO UNDERWRITERS LABORATORY INC. B. PROVIDED BLANK PLATES OF TYPES SPECIFIED FOR WIRING DEVICES AS COVERS GROUNDING CONDUCTORS. C. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR LISTING OR LABELLING SERVICES, BE SO LISTED OR LABELLED. FOR OUTLET SIZE JUNCTION AND PULL BOXES IN FINISHED SPACES. AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES B. CONNECT THE AFOREMENTIONED GROUNDING CONDUCTORS TO EACH OUTLET BOX TO ASSURE THE STEADY PROGRESS OF ALL WORK UNDER THE CONTRACT. 2. BE WITHOUT BLEMISH OR DEFECT AND CERTIFIED TO HAVE OR EQUIPMENT CABINET OR HOUSING IN WHICH THEY TERMINATE. BEEN "MANUFACTURED" WITHIN TWO (2)) YEARS. 14. OVERCURRENT PROTECTION AND SWITCHING FOR LIGHT AND POWER DISTRIBUTION D. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. SIZE AND LOCATION OF EQUIPMENT AND WIRING ARE 3. BE IN ACCORDANCE WITH THE LATEST APPLICABLE NEMA A. OVERCURRENT PROTECTION AND SWITCHING DEVICES SHALL BE STANDARD, C. PROVIDE A GROUNDING JUMPER BETWEEN EACH RECEPTACLE OUTLET BOX AND THE GROUNDING POLE OF SHOWN TO SCALE WHERE POSSIBLE, BUT MAY BE DISTORTED FOR CLARITY ON THE DRAWINGS. FINAL LOCATIONS OF OUTLETS STANDARDS. MOLDED CASE TYPE CIRCUIT BREAKERS WITH THE FOLLOWING CHARACTERISTICS: THE RECEPTACLE. IF THE RECEPTACLE IS OF AN APPROVED SELF -BONDING TYPE, GROUND THE RECEPTACLE IN LIEU OF THE AND EQUIPMENT SHALL BE SHOWN IN ENLARGED DETAILS AS PART OF "SHOP DRAWINGS" AND BE OUTLET BOX AND OMIT THE BONDING JUMPER. SUBMITTED FOR APPROVAL BY THE ARCHITECT OR HIS REPRESENTATIVE. IT 4. BE PRODUCTS WHICH WILL MEET WITH THE ACCEPTANCE OF ALL AUTHORITIES HAVING JURISDICTION 1. THEY SHALL BE OF THE "BOLTED -IN" TYPE. IS NOT WITHIN THE SCOPE OF THE ACCOMPANYING DRAWINGS TO SHOW OVER THE WORK. WHERE SUCH ACCEPTANCE 20. IDENTIFICATION AND LABELING ALL THE NECESSARY BENDS, OFFSETS, PULL BOXES AND OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL HIS WORK IS CONTINGENT UPON HAVING THE PRODUCTS EXAMINED, TESTED AND CERTIFIED BY UNDERWRITERS OR OTHERS RECOGNIZED 2. THEY SHALL CONSIST OF MANUALLY OPERATED QUICK -MAKE, QUICK -BREAK A. PROVIDE NEW TYPE CIRCUIT DIRECTORIES INDICATIONG LOAD AND LOCATION. TO CONFORM TO THE STRUCTURE, MAINTAIN HEAD ROOM AND KEEP OPENINGS TESTING LABORATORY, THE PRODUCT SHALL BE SO EXAMINED, MECHANICALLY TRIP FREE OPERATING MECHANISMS FOR SIMULTANEOUS FOR ALL PANELS AFFECTED BY THE WORK OF THIS CONTRACT, EXISTING AND NEW. AND PASSAGEWAYS CLEAR. . TESTED AND CERTIFIED OPERATION OF ALL POLES, WITH CONTACTS, ARC INTERRUPTERS AND TRIP ELEMENTS FOR EACH POLE, ALL ENCLOSED IN MOLDED PHENOLIC 2. SCOPE OF WORK C. EXCEPT FOR CONDUIT, CONDUIT FITTINGS, OUTLET BOXES, WIRE AND CABLE, B. PROVIDE LAMINATED PLASTIC NAMEPLATES ON ALL PANELBOARDS DISCONNECT SWITCHES AND MOTOR ALL ITEMS OF EQUIPMENT OR MATERIALS OF ONE GENERIC TYPE SHALL BE STARTERS. A. ALL WORK SHOWN 1N THE .DRAWINGS AND DESCRIBED IN THESE SPECIFICATIONS THE PRODUCT OF ONE MANUFACTURER THROUGHOUT. 3. THEIR TRIPPING UNITS SHALL BE OF THE "THERMAL MAGNETIC" TYPE SHALL BE INCLUDED UNDER THE BASE BID, EXCEPT WHERE THERE IS SPECIFIC HAVING BIMETTALLIC ELEMENTS FOR TIME DELAY OVERLOAD PROTECTION, AND MAGNETIC ELEMENTS FOR SHORT CIRCUIT PROTECTION REFERENCE TO EXCLUSION AND/OR INCORPORATION IN OTHER QUOTATIONS. D. ALL EQUIPMENT AND WIRING SHALL BE SUITABLE FOR THE APPLIED VOLTAGE . 21. SPECIAL NORMAL CURRENT AND HAVE SHORT CIRCUIT AND WITHSTAND RATINGS INSTRUCTIONS PERTAINING TO DIVISION 16 - ELECRICAL GREATER THAN THE ANTICIPATRED VALUES AT THE POINT OF USE. 4. THEY SHALL BE MANUALLY OPERABLE BY MEANS OF TOGGLE TYPE 3. CODES, PERMITS AND INSPECTIONS 8. TESTS OPERATING HANDLES HAVING "TRIPPED" POSITIONS MIDWAY BETWEEN "ON 21.1 FURNISH AND INSTALL A COMPLETE AND OPERABLE ELECTRICAL THE -OFF" POSITION. SYSTEM INCLUDING CONNECTIONS TO POWER SOURCE, TRANSFORMER WHERE A. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, STATE, A. BEFORE AN APPLICATION FOR FINAL ACCEPTANCE OF THE WORK WILL BE REQUIRED, DISTRIBUTION PANELS, CIRCUIT BREAKERS, CONDUIT, WIRE, SWITCHES AND DEVICES NECESSARY TO PROVIDE CIRCUITRY FOR COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OVER ELECTRICAL CONSIDERED, .ALL TESTS .DEEMED .NECESSARY BY THE ARCHITECT TO SHOW B. THEIR INTERRUPTING RATING SHALL NOT BE LESS THAN 10,AMPERES REQUIREMENTS SHOWN ON THE DRAWINGS. FURNISH AND INSTALL THE CONSTRUCTION WORK AND THE PROJECT. PROPER EXECUTION OF THE WORK SHALL HAVE BEEN PERFORMED AND AND WERE APPLIED AT LOCATIONS HAVING HIGHER AVAILABLEE FAULT CURRENT .LIGHTING .SYSTEM SHOWN SCHEMATICALLY ON THE DRAWINGS. COMPLETED IN THE PRESENCE OF AN ARCHITECT'S REPRESENTATIVE. SHALL BE EQUAL OR GREATER THAN THE ANTICIPATED SHORT CIRCUIT :CURRENT. ALL ELECTRICAL EQUIPMENT HOUSING SHALL BE NEMA 3R UNLESS B. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED, SCHEDULING OF ALL TESTING PROCEDURES SHALL BE ARRANGED TO SUIT THE CONVENIENCE MORE STRINGENT REQUIREMENTS ARE SPECIFIED OR REQUIRED BY THE A.H.J. PAID FOR, AND MADE AVAILABLE AT THE COMPLETION OF THE WORK. OF THE ARCHITECT. C. THEY SHALL BE MANUFACTURED BY SEIMENS, GENERAL ELECTRIC CUTLER HAMMER, OR SQUARE D. C. INSTALLATION PROCEDURES, METHODS AND CONDITIONS SHALL COMPLY B. ANY DEFECTS OF DEFICIENCIES DISCOVERED IN ANY OF THE ELECTRICAL WORK SHALL BE CORRECTED D. PROVIDE FUSED AT MAIN SEVICE SWITCH. 21.2 ADDITIONAL INFORMATION I.E. (DETAILS BEYOND LOAD CALCULATIONS, WITH THE LATEST REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY TO THE SATISFACTION OF THE ARCHITECT, OWNER AND WITHOUT ADDITIONAL COMPENSATION. EQUIPMENT SIZING AND RISER DIAGRAMS PRODUCED BY THE ENGINEER) REQUIRED BY THE PERMIT AND HEALTH ADMINISTRATION (OSHA) ADA. GRANTING AUTHORITY SHALL BE PRODUCED BY .AND 9. MOUNTING CONTRACTOR. .HEIGHTS 15. PANELS FOR LIGHT AND POWER D. ALL NEW OR REVISED WORK RELATED TO ELECTRIC, AND TELEPHONE DATA, / 21.3 ELECTRICAL DISTRIBUTION PANELS SHALL BE SURFACE MOUNTED, SHALL BE INSTALLED IN ACCORDANCE WITH UTILITY COMPANY PRACTICE AND MEET A. MOUNTING HEIGHTS OF ALL ITEMS SHALL BE AS DIRECTED BY THE ARCHITECT. 7> A. PANELS SHALL CONFORM TO NEMA STANDARDS AND THE FOLLOWING. EXCEPT RECESSED IF LOCATED IN FINISHED AREAS WHERE NOTED. WITH THEIR APPROVAL. TYPEWRITTEN DIRECTORY ON THE INSIDE OF THE PANEL DOOR. A SEPARATE 10. EXISTING WORK AND/OR EXISTING SITE CONDITIONS CIRCUIT SHALL BE PROVIDED FOR EACH DOUBLE DUPLEX OUTLET. 4. GUARANTEES AND CERTIFICATIONS B. A GROUND BUS SHALL BE PROVIDED IN EACH PANEL. THE GROUND BUS SHALL A. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS FOR ONE A. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE AND EXISTING INSTALLATIONS AND ADJUST THE WORK BE OF THE SAME MATERIAL AS THE PHASE AND NEUTRAL BUSES. PANELS SERVING ONE OR MORE ISOLATED GROUND RECEPTACLES SHALL BE PROVIDED 21.4 MAIN SERVICE CIRCUIT BREAKER DISTRIBUTION PANEL BOARD SHALL BE YEAR. ANY DEFECTIVE MATERIALS OR WORKMANSHIP, AS WELL AS DAMAGE TO THE WORK ACCORDINGLY TO AVOID CONFLICTS WITH EXISITNG CONDITIONS. WITH AN ISOLATED GROUND BUS AND AN INSULATED GROUND WIRE TO THE LOCATED AT THE DESIGNATED ELEC. AREA AS INDICATED. OF ALL TRADES RESULTING FROM SAME, SHALL BE REPLACED OR REPAIRED AS DIRECTED B. EXISTING WORK SHALL NOT BE DISTURBED OR MODIFIED AND SHALL BE BROUGHT TO THE OF THE ENGINEER/ARCHITECT IN ISOLATED GROUND POINT AS INDICATED. 21.5 PROVIDE CONDUIT AND PULL STRINGS FOR INSTALLATION OF FOR THE DURATION OF STIPULATED GUARANTEE PERIOD. ORDER TO DETERMINE THE PROPER COURSE OF ACTION. C. BRANCH BUS TO MAIN BUS CONNECTIONS SHALL BE PHASE SEQUENCED. P.O.S.POS&TELEPHONE WIRING PER CONDUIT DISTRIBUTION SCHEMATICTHE C.BY 5. SHOP DRAWINGS AND OTHER INFORMATION REQUIRED P.O.S. & TELEPHONE WIRING SHALL BE PROVIDED AND INSTALLED OTHERS. VERIFY TELEPHONE COMPANY CONDUIT REQUIREMENTS AND PROVIDE A. D. NEUTRAL BUS AMPACITY SHALL .MATCH FEEDER NEUTRAL AMPACITY. BUILDING ENTRY CONDUIT TO PHONE BOARD AS NECESSARY. PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. THE FOLLOWING SHALL BE SUBMITTED FOR APPROVAL: 21.6 PROVIDE ISOLATED GROUNDS WHERE SO NOTED. E. HINGED DOOR COVERING ALL SWITCHING DEVICE HANDLES SHALL BE 1. CATALOG INFORMATION AND FACTORY ASSEMBLY DRAWINGS, PROVIDED IN PANEL TRIM. AS REQUIRED FOR A COMPLETE EXPLANATION AND DESCRIPTION OF ALL FIXTURES, DEVICES AND ITEMS OF EQUIPMENT. 11. BASIC REQUIREMENTS FOR INSTA I erinN OF CIRCUITRY FOR SYSTEMS F. DOOR ON PANEL SHALL BE PROVIDED WITH "MASTER KEYED" LOCK CONFORMING 21.7 ALL OUTLETS,' SWITCHES, AND COVER PLATES SHALL BE WHITE, B. TO A STANDARD KEYING POLICY AS DIRECTED. EXCEPT ISOLATED GROUND OUTLETS FOR P.O.S. AND COMPUTER EQUIPMENT PRIOR TO .INSTALLING ANY WORK, CONTRACTOR SHALL SUBMIT .COORDINATED SHOP A. .ADHERE TO BEST INDUSTRY PRACTICE AND THE FOLLOWING. TO BE ORANGE. DRAAWINGS FOR REVIEW AND COMMENTS BY THE ARCHITECT/ENGINEER. SUCH DOCUMENTS MUST INCLUDE SPECIFIC INDICATIONS THAT ALL UTILITY COMPANY REQUIREMENTS HAVE B. ALL WORK SHALL BE CONCEALED EXCEPT THAT IT SHALL BE RUN EXPOSED G. CABINET AND TRIM SHALL BE GALVANIZED. TRIM SHALL BE SEPARATLY HINGED IN ADDITION 21.8 EXTERIOR LIGHTING SHALL BE ENERGIZED BY MECHANICALLY HELD LIGHTING CONTACTORS CONTROLLED BY A TIME CLOCK. BEEN ADDRESSED. IN UNFINISHED MECHANICAL AND ELECTRICAL EQUIPMENT SPACES. TO HINGED DOOR AND BE FACTORY COATED WITH A FINISH TO WHICH FIELD APPLIED PAINT WILL ADHERE. CLOCK SHALL BE 24 HOUR DIAL, INTERMATIC MODEL '7-1471BCR" . C. ELECTRICAL CONTRACTOR SHALL SUBMIT "AS -BUILT" REPRODUCIBLE RECORD DRAWINGS THE INSTALLATION SHALL INCLUDE NECESSARY CONTACTORS, RELAYSBY-PASS FOR BUILDING FILES AT COMPLETION OF PROJECT. MIN SCALE 1/8"=1'-0", ENLARGED C. PROVIDE A NYLON PULL CORD IN EACH RACEWAY INTENDED FOR THE SWITCH AND OTHER DEVICES. CIRCUIT FOR TIME CLOCK MOTOR PLANS 1/4"=1'-O" AND AS OTHERWISE DIRECTED BY THE AGENCY HAVING JURISDICTION. SEPARATE FROM ELECTRIC WORK OR FUTURE INSTALLATION OF WIRES. I. PANELS SHALL BE MANUFACTURED BY SEIMENS, GENERAL ELECTRIC, POWER SHALL BE IDENTIFIED FOR UNINTERRUPTED SERVICE. 6. SEPARATION OF WORK BETWEEN TRADES CUTLER HAMMER, OR SQUARE D. 21.9 FURNISH AND INSTALL A 2'x4'x3//4" PLYWOOD TELEPHONE D. PROVIDE ALL OUTLET BOXES, JUNCTION BOXES AND PULL BOXES FOR BOARD ADJACENT TO THE ELECTRICAL PANELS. THE BAD SHALL BE PAINTED TO MATCH THE WALL AND SHALL BE MOUNTED WITH THE TOP A. THE SPECIFICATIONS FOR THE OVERALL CONSTRUCTION DELINEATE VARIOUS PROPER WIRE PULLING AND DEVICE INSTALLATION. INCLUDE THOSE OMITTED FROM THE DRAWINGS DUE TO SYMBOLIC 16. WIRING DEVICES EDGE 6 A.F.F. ITEMS OF WORK UNDER SEPARATE TRADE HEADINGS. THE LIST BELOW SETS FORTH THIS DELINEATION TO THE EXTENT THAT IT AFFECTS METHODS OF NOTATION. THRU COLLAR TYPE BOXES SHALL NOT BE USED. OUTLETS SHALL NOT BE MOUNTED BACK TO BACK. 21.10 INTERIOR & EXTERIOR BUILDING SIGNS TO BE PROVIDED (F&I) BY OTHERS. THE ELECTRIC WORK. A. PROVIDE WIRING DEVICE TYPE PLATES FOR ALL WALL MOUNTED DEVICES. THE ELECTRICAL CONTRACTOR IS TO INSTALL WIRING B. IN ABSENCE OF MORE DETAILED INFORMATION, THE LIST BELOW SHALL BE TAKEN E. VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH ARCHITECTURAL FROM THE ASSOCIATED PANELS TO JUNCTION BOXES AT EACH LOCATION AND MAKE FINAL CONNECTIONS. BUILDING SIGNAGE TO BE AS A SPECIFIC INSTRUCTION TO THE ELECTRICAL TRADE TO INCLUDE THE DRAWINGS AND INTERIOR DETAILS AND FINISHES. IN CENTERING OUTLETS AND LOCATING B. WIRING DEVICES AND PLATES SHALL BE OF MATERIAL AND COLOR AS INDICATED "SPECIAL ON SEPARATE TIME CLOCKS, 'INTERMATIC' MODEL T-1471 BCR WITH A WORK ASSIGNED TO IT. BOXES AND OUTLETS, ALLOW FOR OVERHEAD PIPES, DUCTS AND MECHANICAL EQUIPMENT, VARIATIONS IN INSTRUCTIONS". 24 HOUR DIAL. PHOTOCELL SHALL TURN SIGNS ON 0 DUSK, TIME IN FIRE PROOFING AND PLASTERING, WINDOW AND DOOR TRIM, PANELING, HUNG CEILINGS AND THE LIKE, AND CLOCK SHALL TURN SIGNS OFF, SET TIMES PER PIER 1. C. INDICATIONS THAT ANY TRADE IS TO PERFORM AN ITEM OF WORK MEANS THAT IT IS TO PERFORM THE CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT EXPENSE TO OWNER. C. WIRING DEVICE SWITCHES SHALL BE TOGGLE TYPE A.C. 21.11 PROVIDE LOCKOUTS ON THE CIRCUIT BREAKERS OF ALL WORK FOR ITS OWN ACCOMMODATION ONLY, EXCEPT AS SPECIFICALLY NOTED OTHERWISE. QUIET DESIGN SPECIFICATION GRADE 20 AMPS, 125 VOLT. DEDICATED CIRCUITS. F. FURNISH AND INSTALL CIRCUITRY FOR EQUIPMENT FURNISHED BY OTHERS, 21.12 PHOTOCELL SHALL BE 'TORK' MODEL #2101 OR 'INTERMATIC' MODEL # K4121 D. OTH = OTHER THAN ELECTRICAL OR MECHANICAL AS SHOWN ON DRAWINGS. COORDINATE WITH OTHER TRADES OR DETAILS FOR INSTALLATIONS. THE TERM CIRCUITRY, AS USED HEREIN, INCLUDES D. CONVENIENCE RECEPTACLES SHALL BE 125 VOLT, 15 AMP, THREE WIRE (TWO CIRCUIT WIRES PLUS GROUND), NEMA CONFIGURATION FURNISHING AND INSTALLING CONDUIT, WIRE, JUNCTION BOXES, DISCONNECTS 5-15R, SPECIFICATION GRADE, UNLESS NOTED OTHERWISE. 21.13 PROVIDE & INSTALL A MOTION SENSOR (HUBBELL #WSS-1500A) ELEC = ELECTRICAL AND MAKING CONNECTIONS. CHECK ARCHITECTURAL AND MECHANICAL DRAWINGS IN THE TOILETS TO CONTROL THE LIGHTS & THE EXHAUST FANS. F = FURNISHED AND SPECIFICATIONS FOR EQUIPMENT TO BE FURNISHED BY OTHERS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER WIRING E. LOCATIONS FOR ALL DEVICES SHALL BE AS INDICATED ON ARCHITECTURAL AND NECESSARY ELECTRICAL ADJUSTMENTSTO EQUIPMENT TO CONFORM TO SPECIFIED DRAWINGS. I = INSTALLED REQUIREMENTS OF THE EQUIPMENT. 17. LIGHTING AND APPLIANCE BRANCH CIRCUITRY P = PROVIDED (FURNISHED AND INSTALLED) 12. WIRING MATERIALS FOR LIGHT AND POWER _ CIRCUITRY AND DISTRIBUTION A. FOR ALL LIGHTING AND APPLIANCE BRANCH CIRCUITRY, RACEWAY SIZES TE OT ELE S C0 A. UTILIZE WIRING METHODS SELECTED IN ACCORDANCE WITH THE SHALL CONFORM TO INDUSTRY MAXIMUM PERMISSIBLE OCCUPANCY REQUIREMENTS. -� -- FOLLOWING LIST: CUTTING, CHASING P AND PATCHING WIRING METHOD APPLICATION B. FOR CIRCUITRY INDICATED AS BEING PROTECTED AT 20 AMPS OR LESS, ABIDE BY THE FOLLOWING: - FRAMED SLOTS AND P ELECTRIC METALLIC TUBING 'FEEDERS &BRANCH CIRCUITRY OPENING IN WALLS, WITH WIRES PULLED IN. 1. ALL CIRCUITS SHALL BE SUPPLIED FROM 20 AMP PANEL BRANCHES. DECKS AND SLABS ANY CODE APPROVED 2. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG COPPER. CIRCUITS IN SLEEVES P INCLUDES WIRING METHOD EXCESS OF 75 FEET AT 120 VOLTS OR IN EXCESS OF 150 FEET AT DRILLING OF 277 VOLTS, (IF APPLICABLE) SHALL BE #10 AWG. COPPER MINIMUM. HOLES WHEN REQUIRED 3. CIRCUITS SHALL BE BALANCED ON RESPECTIVE PANEL PHASES AS EVENLY AS POSSIBLE. FIREPROOF SEALING P (FIRE-SAFING) 18. LIGHTING FIXTURES FASTENINGS p B. FOR PULLING INTO CONDUIT OR RACEWAY, SELECT COPPER WIRES WITH THWN A. LIGHTING FIXTURES SHALL BE IN ACCORDANCE WITH IDENTIFICATIONS ON THE DRAWINGS. OR THHN INSULATION. SUPPORTS P C. PROVIDE SEPARATE RACEWAYS OR CABLES FOR - CONDUCTORS OF NORMAL AND B. ANY ADDITIONAL APPURTENANCES REQUIRED FOR INSTALLATION AND OPERATION, WHERE FIELD TOUCH-UP P EMERGENCY CIRCUITS. SAME ARE NOT COVERED BY THE IDENTIFICATION USED ON THE DRAWINGS, SHALL BE INCLUDED. PROVIDE TRIM AS PAINTING OF DAMAGED REQUIRED TO COORDINATE WITH CEILING CONSTRUCTION. SHOP COATS D. NOT USED co N FINISH PAINTING OF p 04 EXPOSED WORK It E. ALL WIRES SHALL BE IDENTIFIED BY CIRCUIT NUMBERS IN ALL CABINETS, a FINISHED WALL AND P SUPPLYING LIST BOXES, WIRING TROUGHS, OTHER ENCLOSURES, AT ALL SPLICES, TERMINATION POINTS, ETC. ILL w o CEILING ACCESS DOORS, OF LOCATIONS WHERE o PANELS AND SUPPORTING REQUIRED INCLUDED Z FRAMES IN ELECTRIC J LL 0 RUBBISH REMOVAL P REMOVAL OF THE cw SHIPPING AND PACKING w MATERIALS OF ELECTRIC a ITEMS IS INCLUDED IN THE ELECTRIC z E. INCLUDE IN THE ELECTRIC WORK ALL NECESSARY SUPERVISION AND THE ® a ISSUING OF ALL COORDINATION INFORMATION TO ANY. OTHER TRADES WHO ARE SUPPLYING WORK TO ACCOMMODATE THE ELECTRICAL INSTALLATIONS.En w 0 N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1SS5 BAYSHORE HWY #300 BURIJVGAME - CA - 94010 TEL (650 692-9911 FAX (6S0 692-0181 INO.I REVISION I DATE 1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z w J a F_ Z W cc .2 Z �V O LLLL a Q � n U. w U. � �Z 0 O V Q a W DATE JOB NO. 20454 EOm2 SHEET OF LIGHT FIXTURE SCHEDULE FOR: Cosentini Associates DATE: 11/02/04 TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPS/FIXT. A 2' X 4' RECESSED FLUORESCENT FIXTURE, 3" DEEP 18 CELL SEMI-SPECULAR PARABOLIC COOPER "METALUX" LOUVER, ELECTRONIC BALLAST. 2EP3GX-332S36I-277V-EB82-2BC 120 3-F32T8/741 AEM SIMILAR TO TYPE "B" EXCEPT WITH 1300 PACK. COOPER "METALUX" 120 3-F32T8/741 B 2' x 4' RECESSED FLUORESCENT FIXTURE, 0.125" ACRYLIC PRISMATIC LENS, ELECTRONIC COOPER "METALUX" 120 3-F32T8/741 BALLAST. 2GR8-332A125-277V-EB81 BE SIMILAR TO TYPE "A" EXCEPT WITH 1400 LUMEN COOPER "METALUX" LUMEN TWO -LAMP EMERGENCY BATTERY 2GR8-332A125-277V-EB81 120 3-F32T8/741 .PACK. W/ IOTA I80 6.5" APERTURE RECESSED COMPACT C FLUORESCENT FIXTURE, HOROZONTIAL LAMP, SPECTRUM 120 1-42W TRIPLE CLEAR SEMI-SPECULAR REFLECTOR, SP7HF 7510IF TUBE/3500K ELECTRONIC BALLAST. CEM SIMLAR TO TYPE "R" EXCEPT WITH INTEGRAL 650 LUMEN EMERGENCY BATTERY PACK. SPECTRUM 120 1-42W TRIPLE SP7HF 142E1/7510IF/EM1420 TUBE/350OK 8 SINGLE CIRCUIT TRACK WITH FOUR 4 COOPER "HALO" D UNIVERSAL HEADS AND LIGHT SHIELDS. L652P/L901P/L900/L983 120 (4) 75PAR30/H/FL WHITE FINISH W/ L1701P/L284P HEADS 9 WIDE, RECESSED PERIMETER SYSTEM E (2)F32T8 PER 4' SECTION - WHITE BAFFLE NEOR AY" COOPER "NEORI-S72 120 2-F32T8/835 ELECTRONIC BALLAST/ LENGTH PER PLAN 70-2T8-X F 4 APERATURE INCANDESCENT DOWNLIGHT COOPER "HALO" SPECULAR CLEAR TRIM H99T-999P 120 1-50 PAR 20/H/NFL DECORATIVE INCANDESCENT BATH BAR 120 40A (X3) G WHITE GLASS DIFFUSER CAPITAL LIGHTING MATT NICKEL FINISH/28" WIDE/3 LAMP 1143MN-116 8 STANDARD FLUORESCENT STRIP COOPER METALUX H ELECTRONIC BALLAST, TANDEM STYLE 8TSS-232-12OV-EB81-(2)WG/SS-4FT 120 (4) F32T8/741 WIRE GUARD SAME AS H WITH 1300 LUMEN COOPER METALUX HE BATTERY BACKUP 8TSS-232-12OV-EB81-(2)WG/SS-4FT 120 (4) F32T8/741 W/ IOTA 180 16 PRISMATIC HIGH BAY COOPER LUMARK J 40OW/MH - W/ WIRE GUARD MHSS-PDI6M-400-MT-SH3-PC3 120 1-MH400 HOOK,CORD AND PLUG SUSPENSION WG16 JQ TS/AME AS "J" COOPER °LUMARK TIME DELAY QUARTZ RESTRIKE MHSS-PD16M-400-MT-SH3-PC3 120 1-MH400 WG16/EM 4 FLUORESCENT WRAPAROUND K SURFACE MOUNT, ELECTRONIC BALLAST COOPER "METALUX" 120 3-F32T8/741 INJECTION MOLDED END CAPS WS-332A-12OV-EB81 CANOPY LIGHT L PROVIDE BY MANUFACTURER N/A 120 N/A ELECTRICAL ENGINEER TO VERIFY M KEYLESS LAMP HOLDER 120 GE FL326HLX/2/SW/CD N 8' (2) LAMP INDUSTRIAL VAPORTITE COOPER "METALUX" 120 (4) 32T8 FIXTURE 8T-VT2-232DR-12OV-WL-EB81 P CANOPY IN EXIT BOOTH TBD N/A 120 N/A PROVIDE BY MANUFACTURER ELECTRICAL ENGINEER TO VERIFY Q CUT OFF WALL PACK COOPER "LUMARK" 120 150WMH TRAPEZOID SHAPE MHIP-T-150-MT 150W MH FINSH TBD BY ARCHITECT R CANOPY TBD N/A COOPER N/A PROVIDE BY MANUFACTURER SELF -POWERED EXIT SIGN, LED, UNIVERSAL X WITH GREEN LETTERS, WHITE THERMOPLASTIC SKYLINE SLXURWEM 120/277 FURNISHED HOUSING, UNIVERSAL MOUNTING/ARROWS. EM TWO HEAD EMERGENCY FIXTURE, WHITE WHITE METAL HOUSING, U.L. LISTED. COOPER" SURELITE" 120 FURNISHED 8W HALOGEN AA1/29-14 FOUR HID FLOOD LUMINAIRES MOUNTED 4@90 LSI 480 4-1000W 35' A.F.G. ON DIRECT BURIAL CONCRETE POLE (4)OFL2-WB-1000-MH-F-VOLT- MH SLA WIDE BEAM DISTRIBUTION, FLAT LENS, FINISH (T.B.D.) COLOR SELECTED BY OWNER, MINIMUM WIND (FIXTURE) LOADING FOR FIXTURE/POLE TO BE 120 MPH W/ DURA-STRESS TYPE II A GUST FACTOR OF 1.3 (POLE) TWO HID FLOOD LUMINAIRES MOUNTED 2@180 LSI 480 2-1000W SLB 35' A.F.G. ON DIRECT BURIAL CONCRETE POLE (2)OFL2-WB-1000-MH-F-VOLT- MH WIDE BEAM DISTRIBUTION, FLAT LENS, FINISH (T.B.D.) COLOR SELECTED BY OWNER, MINIMUM WIND (FIXTURE) LOADING FOR FIXTURE/POLE TO BE 120 MPH W/ DURA-STRESS TYPE II A GUST FACTOR OF 1.3 (POLE) TWO HID FLOOD LUMINAIRES MOUNTED 2@90 LSI 480 2-1000W 35' A.F.G. ON DIRECT BURIAL CONCRETE POLE, (2)OFL2-WB-1000-MH-F-VOLT- MH SLC WIDE BEAM DISTRIBUTION, FLAT LENS. COLOR FINISH (T.B.D.) SELECTION BY OWNER. MINIMUM WIND LOAD (FIXTURE) FOR FIXTURE/POLE TO BE 120 MPH WITH A DURA-STRESS TYPE II GUST FACTOR OF 1.3. (POLE) THREE HID FLOOD LUMINAIRES MOUNTED 3@120 LSI 480 3-1000W 35' A.F.G. ON DIRECT BURIAL CONCRETE POLE, (2)OFL2-WB-1000-MH-F-VOLT- MH SLD WIDE BEAM DISTRIBUTION, FLAT LENS. COLOR FINISH (T.B.D.) SELECTION BY OWNER. MINIMUM WIND LOAD (FIXTURE) FOR FIXTURE/POLE TO BE 120 MPH WITH A DURA-STRESS TYPE II GUST FACTOR OF 1.3. (POLE) NOTES: 1. PROVIDE IN -LINE FUSE FOR ALL FLUORESCENT AND HID BALLASTS. 2. ALL INCANDESCENT LAMPS SHALL BE RATED FOR 13OV. LIST OF ELECTRIC MOTORS AND MOTOR CONTROLS MOTOR RATING REFERENCE TO NOTES PERTAINING STARTER MANUAL MOTOR CONTROL ACTUATING INTER - TO LIST OF ELECTRIC MOTORS TYPE MOUNTING DEVICES IN STARTER COVER LOCKING AND REFERENCE TO MOTOR LIST FOR m TYPE ELECTRIC NOTES FOR CONTROL V SQUIRREL POLYPHASE CAGE MOTORS F = FLOOR V = VERTICAL PUSHBUTTONS PILOT LIGHTS SELECTOR DESIGNATION SC = SQUIRREL CIRCUIT WIRING ("c " NOTES) v) Bt =MANUAL FL = FLUSH SWITCH OF v 115 230 1 1 CAGE SINGLE H Z _ c M - COMBINATION - MAGNETIC _ at = START r C MULTI sp = STOP hi =LIT WHEN RUNNING = LIT WHEN RUNNING h =HAND (MANUAL Q MOTOR F ow 220 200 3 3 SPEED 2SC= SQUIRREL (NUMERALS AHEAD OF LETTERS O -0 0 Z = Cb F = CIRCUIT BREAKER = FUSED SWITCH STARTER hi HIGH CABINET to = LOW Lo - HISPEED = LIT WHEN RUNNING ON) o OFF J U 02 aj g 230 3 CAGE DENOTES MULTIPLE REFERENCE, TO v (� V) U X = UNFUSED SWITCH = REVERSING MCC-"t"= MOTOR f FORWARD CONTROL - LO SPEED a = AUTO. Of j 0- $ _ N 460 575 3 3 TWO SPEED TO THE SAME NOTE AND it t-- Z 2 Rv - TWO SPEED - REDUCED VOLTAGE x = REVERSE f CENTER t' ' INDICATESWHEN = LIT WHEN RUNNING RWARDRUNN r = REMOTE ( $ ►- 4000 4600 3 3 H = HERMETIC SQUIRREL INDICATES THE NUMBER OF TIMES U J Q (NO. IN PARENTHESIS INDICATES MAX. _ x DESIGNATION = L I T I NG - REVERSE n = NIGHT s = SUMMER � v 4600 3 CAGE THE STIPULATED WORK IS w U PERMISSABLE INRUSH CURRENT) w = WINTER U w BB00 3 W - WOUND MOTOR REQUIRED FOR AN INDIVIDUAL F- L� VFD = VARIABLE FREQUENCY am - SMOKE VENT �- J V) U DRIVE CONTROLLER. SEE mMOTOR.) J VAC SPECIFICATIONS (MANUAL N 'r in FOR PO ec of i- (EACH NOTE APPLIES IN FULL, U WOUND ROTOR MOTORS w O Of O (n War - WOUND ROTOR U Z EACH TIME IT IS REFERRED TO) ¢ WITH SEPERATE V) Z Q] 00 RESISTOR BANK - O 0 O Wir = WOUND ROTOR Of U ¢ WITH INTEGRAL RESISTOR BANK O Li (n FOR SINGLE PHASE w w O SQUIRREL AG MOTORS U OU V) U w 00- W w M St = MAGNETIC = MANUAL (THERMAL cr- Fw- IL J U 2 - OTWO SPVERLOEEDSWITCH) (aj m w W +Sca- WITH VARIABLE p C) Of SPEED CONTROL AUXILLIARY Z 1 2 3 4 1 51 6 7 8 9 10 11 12 13 14 15 16 17 ... 18 AHU-1 SPLIT SYSTEM A.C. AIR HANDLING UNIT No. 1. ACU-1 SPLIT SYSTEM A.C. CONDENSING UNIT. EF-1 EF-2 AHU-2 ACU-2 EF-3 EF-4 EF-5 SCHEDULE OF NON-STANDARD WIRING DEVICES --- RECEPTACLES SYMBOL DESCRIPTION CIRCUIT RATING IDENTIFICATION REMARKS WALL FLOOR CEILING USE TYPE VOLTS N (n AMPS MFR CAT No INCLUDED MTD . MTD . MTD . z wo ¢ IN CAT.N a Of Ld _ J —I a 0 w a a-]. a f-- ¢ J J m (n v) IU (n z 2 Q m� 0 zoo ��=o~ z Q = � � _ ��-w ¢ (n 0 V) M _J � 30 = w N U N U Z W —1 J Iw W E C U CC D a Z (V) O a sn wo CLZ m¢= >-0 w x3(nc��-� of ¢ ¢ o w (n + w w n u U z ( anZ0 zu Zu W3(= J bi n V) �° Li Q 0a U J xx 19 120 1 3 20 co N In ao N fY M W_j W Zo 0 �z Z -j wo o w e Z L`' F (n J w e D z_ In C_ Z F-- 0 ULLJ 0 CV BLUNK DEMATTEI 4. ASSOCIATES ARCHITECTS AIA f 1555 BAYSHORE HWY #300 BLAUJNGAME — CA — 94010 TEL (650 692-99in FAX (650 692-0161 i i� NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U i Z w J ' a ............... Z W a H V 1 L Q LL �a � V Z 1zz— �O ` W Q W .. DATE JOB NO. 20454 L 0 a LEGEND OF EQUIPMENT IDENTI- FICATION SYMBOL EQUIPMENT DESCRIPTION ELECTRICAL RAT] KW KVA HP z N m ¢ o w-0— °- o¢ WORK NOTES FOR LEGEND OF EQUIPMENT ITEMS O1 EXTEND INDICATED POWER CIRCUIT AND CONNECT SAME TO THE LINE TERMINALS OF THE EQUIPMENT --THE FINAL PORTION (NOT TO EXCEED 48" IN LENGTH) SHALL BE WITH FLEXIBLE METALLIC CONDUIT. O2 PROVIDE THE CONTROL CIRCUITRY UTILIZING WIRING METHOD AND SIZING AS SPECIFIED FOR MOTOR CONTROLS. O PROVIDE SUITABLE PLATE ON OUTLET BOX --PROVIDE "SOLID" POWER CIRCUIT CONNECTION TO EQUIPMENT CONSISTING OF FLEXIBLE METALLIC CONDUIT CONTAINING WIRES OF SIZE AND TYPE EQUAL TO THOSE SUPPLYING THE OUTLET --NUMBER OF WIRES SHALL BE AS REQUIRED FOR THE EQUIPMENT (FOR FLUSH OUTLET BOX, PROVIDE EXTENSION COLLAR TO ALLOW FOR SIDE ENTRY OF CONNECTION). O CONNECT LEADS OF EQUIPMENT LOCATED AT OUTLET BOX DIRECTLY TO WIRES IN SAME. O5 LEAVE SUITABLE SLACK ON WIRES FOR POWER CIRCUIT CONNECTION SEPARATE FROM THE ELECTRIC WORK. O6 CONTINUATION WILL BE SEPARATE FROM ELECTRIC WORK. O7 PROVIDE POWER CIRCUIT WORK WITHIN EQUIPMENT AS DIRECTED. OS INSERT PLUG OF EQUIPMENT INTO RECEPTACLE. O9 PROVIDE POWER CIRCUIT WIRING BETWEEN THE VARIOUS COMPONENTS OF THE EQUIPMENT AS DIRECTED. 10 PROVIDE ELECTRIC WORK AS PER DETAIL NOTED ON PLANS ADJACENT TO EQUIPMENT DESIGNATION SYMBOL. 11 PROVIDE CONTROL WIRES WITHIN EQUIPMENT HOUSING AS DIRECTED TO CONNECT UP CONTROL DEVICES. 12 INSTALL CONTROLLER, FURNISHED SEPARATE FROM ELECTRIC WORK, WHERE INDICATED ON PLANS. 13 INSTALL CONTROLLER FURNISHED SEPARATE FROM ELECTRIC WORK AS DIRECTED. 14 INSTALL CONTROL DEVICES FURNISHED SEPARATE FROM ELECTRIC WORK AND PROVIDE CONTROL WIRING BETWEEN SAME AS DIRECTED. 15 INSTALL UNIT AS DIRECTED. 16 FURNISH UNIT AS PER SPECIFICATIONS. 17 FURNISH UNIT AS PER DETAIL NOTED ON PLANS ADJACENT TO EQUIPMENT DESIGNATION SYMBOL. 18 PROVIDE CONTROL CIRCUIT RUN FROM EQUIPMENT TO CONTROLLER LOCATED WHERE INDICATED ON THE PLANS -- RUN TO CONTAIN AN ADEQUATE NUMBER OF WIRES FOR THE PROPER EXTENSION OF SAFETY AND SINGLE OR MULTI- STAGE THERMOSTATIC CONTROL. 19 PROVIDE CONTROL CIRCUIT RUN FROM EQUIPMENT TO CONTROL LOCATION WITHIN 75' CIRCUITING DISTANCE --CONTROL CIRCUIT RUN TO CONTAIN AN ADEQUATE NUMBER OF WIRES FOR THE REQUIRED STAGES OF CONTROL -- PROVIDE FLUSH OUTLET BOX AT CONTROL LOCATION AND, IN SAME, INSTALL THERMOSTAT FURNISHED SEPARATE FROM THE ELECTRIC WORK --CONNECT FOR OPERATION AS DIRECTED. 20 PROVIDE 2-WIRE CONTROL CIRCUIT RUN FROM CONTROLLER TO CONTROL LOCATION WITHIN 75' CIRCUITING DISTANCE --PROVIDE FLUSH OUTLET BOX AT CONTROL LOCATION AND, IN SAME, INSTALL THERMOSTAT/TRANSDUCER, FURNISHED SEPARATE FROM ELECTRIC WORK, FOR THE VOLTAGE MODULATING CONTROLLER --CONNECT FOR OPERATION AS DIRECTED. 21 PROVIDE 2-WIRE CONTROL CIRCUIT RUN FROM EQUIPMENT TO CONTROLLER LOCATED WHERE INDICATED ON THE PLANS --CONNECT SO AS TO INTRODUCE UNMODULATED VOLTAGE INTO THE EQUIPMENT FOR CONTROL PURPOSES. 22 PROVIDE 3.0 WATTS PER LINEAR FOOT (OUTPUT RATING) PIPE HEATER STRIP AS PER DETAIL , OF LENGTH AS NOTED ON PLANS WITHIN EQUIPMENT DESIGNATION SYMBOL. 23 PROVIDE 5.0 WATTS PER LINEAR FOOT (OUTPUT RATING) PIPE HEATER STRIP AS PER DETAIL , OF LENGTH AS NOTED ON PLANS WITHIN EQUIPMENT DESIGNATION SYMBOL. 24 PROVIDE 8.0 WATTS PER LINEAR FOOT (OUTPUT RATING) PIPE HEATER STRIP AS PER DETAIL OF LENGTH AS NOTED ON PLANS WITHIN EQUIPMENT DESIGNATION SYMBOL. 25 PROVIDE 10.0 WATTS PER LINEAR FOOT (OUTPUT RATING) PIPE HEATER STRIP AS PER DETAIL , OF LENGTH AS NOTED ON PLANS WITHIN EQUIPMENT DESIGNATION SYMBOL. 26 PROVIDE TWO WIRE LIGHTING AND APPLIANCE BRANCH CIRCUITRY EXTENSION ALONG INSIDE EDGE OF HOOD UTILIZING WIRING AS SPECIFIED FOR DAMP LOCATIONS --ON THE BASIS OF ONE FOR EACH THREE LINEAR FEET OF HOOD PERIMETER, PROVIDE INCANDESCENT LIGHTING FIXTURES, CROUSE-HINDS CATALOG NO. VC 1759 OR OTHER APPROVED, LOCATED, MOUNTED AND INTERPOSED IN CIRCUITRY EXTENSION AS DIRECTED. 27 PROVIDE TWO WIRE CONTROL CIRCUIT RUN FROM EQUIPMENT TO SAIL SWITCH WITHIN 30'-0" CIRCUITING DISTANCE --CONNECT UP FOR SAFETY OVERRIDE CONTROL. 28 PROVIDE TWO WIRE CONTROL CIRCUIT RUN FROM EQUIPMENT TO CONTROL LOCATION WITHIN 75'-0' CIRCUITING DISTANCE --PROVIDE FLUSH OUTLET BOX AT CONTROL LOCATION AND, IN SAME, INSTALL THERMOSTAT/TRANSDUCER, FURNISHED SEPARATE FROM ELECTRIC WORK, FOR THE VOLTAGE MODULATING CONTROLLER INCLUDED INTEGRALLY IN THE EQUIPMENT --CONNECT FOR OPERATION AS DIRECTED. 29 PROVIDE FOUR WIRE CONTROL CIRCUIT RUN FROM EQUIPMENT TO CONTROL LOCATION WITHIN 30'-0" CIRCUITING DISTANCE --PROVIDE FLUSH OUTLET BOX AT CONTROL LOCATION AND, IN SAME, INSTALL SELECTOR SWITCH FURNISHED SEPARATE FROM ELECTRIC WORK --CONNECT FOR OPERATION AS DIRECTED. 30 PROVIDE THREE WIRE CONTROL CIRCUIT RUN FROM EQUIPMENT TO CONTROL LOCATION WITHIN 30'-0" CIRCUITING DISTANCE --PROVIDE FLUSH OUTLET BOX AT CONTROL LOCATION AND, IN SAME, INSTALL THERMOSTAT, FURNISHED SEPARATE FROM ELECTRIC WORK -CONNECT FOR OPERATION AS DIRECTED. 31 PROVIDE SLEEVES, CONDUIT EXTENSIONS AND WIRING THROUGH EXTERIOR WALL AS DIRECTED. 32 WITHIN INDICATED BOUNDARY, PROVIDE SNOW MELTING CABLE ASSEMBLY AS PER DETAIL. 33 EXTEND INDICATED POWER CIRCUIT AND CONNECT SAME TO THE LINE TERMINALS OF THE EQUIPMENT. 34 EXTEND INDICATED POWER CIRCUIT AND CONNECT SAME TO THE LINE TERMINALS OF THE EQUIPMENT --THE FINAL PORTION (NOT TO EXCEED 48" IN LENGTH) SHALL BE WITH LIQUID TIGHT FLEXIBLE METALLIC CONDUIT. 35 PROVIDE SUITABLE PLATE ON OUTLET BOX --PROVIDE "SOLID" POWER CIRCUIT CONNECTION TO EQUIPMENT CONSISTING OF LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT CONTAINING WIRES OF SIZE AND TYPE EQUAL TO THOSE SUPPLYING THE OUTLET --NUMBER OF WIRES SHALL BE AS REQUIRED FOR THE EQUIPMENT. (FOR FLUSH OUTLET BOX, PROVIDE EXTENSION COLLAR TO ALLOW FOR SIDE ENTRY OF CONNECTION). 36 PROVIDE TWO -WIRE LIGHTING AND APPLIANCE BRANCH CIRCUITRY EXTENSION INTO AIR PLENUM UTILIZING WIRING AS SPECIFIED FOR DAMP LOCATIONS PROVIDE FOUR (4) INCANDESCENT LIGHTING FIXTURES, CROUSE-HINDS CATALOGUE NO. VC1759 OR OTHER APPROVED, LOCATED, MOUNTED AND INTERPOSED IN THE CIRCUITRY EXTENSION AS DIRECTED. 37 CONNECT FAN COIL UNIT MOTOR TO SUPPLY CIRCUIT RESERVED FOR MOTORS ONLY. 38 SEE PRIMARY DISTRIBUTION SYSTEM SINGLE LINE DIAGRAM FOR EXPLANATION OF THE WORK REQUIRED. 39 PROVIDE DISCONNECT MEANS WITH CONNECTIONS AS REQUIRED TO INTERPOSE SAME BETWEEN TERMINATION OF BUILDING WIRING AND LINE TERMINALS OF UNIT --TYPE OF DISCONNECT MEANS AND MOUNTING LOCATION TO BE IN ACCORDANCE WITH INSTRUCTIONS ISSUED BY THE MANUFACTURER OF THE UNIT. 40 ITEM IS PART OF PACKAGED MOTORIZED EQUIPMENT --ELECTRIC WORK IS DESCRIBED ELSEWHERE. 41 PROVIDE 250 WATTS PER LINEAR FOOT ELECTRIC BASEBOARD HEATER (OF LENGTH AS NOTED ON PLANS WITHIN EQUIPMENT DESIGNATION SYMBOL) COMPLETE WITH BUILT-IN IN -LINE THERMOSTAT HAVING AN OPERATING POLE FOR EACH PHASE LEG SUPPLYING THE RADIATOR, AND A MANUAL OFF FEATURE WHICH CAN BE OVER RIDDEN AUTOMATICALLY. THE HEATERS SHALL BE FEDERAL PACIFIC MODEL "HQ" SERIES "C", OR OTHER APPROVED. 42 PROVIDE TWO -WIRE CONTROL CIRCUIT FROM EQUIPMENT TO FAN SHUTDOWN PANEL CALLED FOR ELSEWHERE IN CONJUNCTION WITH FIRE PROTECTIVE ALARM SYSTEMS --WIRE UP SUCH THAT, WHEN OPENED, THE RELAY CONTACTS ASSIGNED TO THIS EQUIPMENT IN THE AFOREMENTIONED PANEL SHUT THE EQUIPMENT DOWN. 43 PROVIDE TWO -WIRE CONTROL CIRCUIT FROM EQUIPMENT TO FIRE PROTECTIVE ALARM SYSTEM EQUIPMENT CONTROL PANEL CALLED FOR ELSEWHERE TO BE LOCATED 30'-0" CIRCUITING DISTANCE AWAY --WIRE UP SUCH THAT, WHEN OPENED, THE RELAY CONTACTS ASSIGNED TO THIS EQUIPMENT IN THE AFOREMENTIONED PANEL SHUT THE EQUIPMENT DOWN. 44 PROVIDE TWO -WIRE CONTROL CIRCUIT FROM MECHANISM TO FAN SHUTDOWN PANEL CALLED FOR ELSEWHERE IN CONJUNCTION WITH FIRE PROTECTIVE ALARM SYSTEMS --WIRE UP SUCH THAT, WHEN CLOSED, THE RELAY CONTACTS ASSIGNED TO THIS MECHANISM IN THE AFOREMENTIONED PANEL WILL UNLATCH THE MECHANISM. 45 PROVIDE TWO -WIRE CONTROL CIRCUIT FROM MECHANISM TO FIRE PROTECTIVE ALARM SYSTEM EQUIPMENT CONTROL PANEL CALLED FOR ELSEWHERE TO BE LOCATED 30'-0" CIRCUITING DISTANCE AWAY --WIRE UP SUCH THAT, WHEN CLOSED, THE RELAY CONTACTS ASSIGNED TO THIS MECHANISM IN THE AFOREMENTIONED PANEL WILL UNLATCH THE MECHANISM. 46 EXTEND INDICATED POWER CIRCUITRY AND CONNECT SAME TO LINE TERMINALS OF EQUIPMENT --PROVIDE ANY ADDITIONAL DISCONNECT MEANS AND/OR POWER OR CONTROL CIRCUITRY EXTENSIONS REQUIRED TO CONFORM TO CODE INTERPRETATIONS OF AUTHORITIES HAVING JURISDICTION. 47 ALL EQUIPMENT N.I.C. co N In 00 N cY M W_j w Z 0 o V z Z -� wp C� w Z w Jw a �z V) d Z �- Ow 6 N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BLJPJJNGAME —CA-94010 TEL (650) t92-9917 FAX (650) J592-0181 NO. I REVISION I DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES i DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE JOB NO. 20454 I SHEET OF Dstribution Panel Sheet Project: Date: Vanguard Car Rental 11/1/2004 Panel Type: IDIstribution Panel Designation: DP-HM Feeder Design. Amps Length(Feet) Size..Per Phase Neutral Conduit FPL Service Lateral Supply Characteristics: 277/480 Volts 60 Hz 3 Phase 4 Wires 486 Main Bus Amps: 600 N tral Bus Amps: 600 1 Ground Bus 200 200 Main Bus Device: 600 Mounting: Surface NEMA 3R 2X50OMcm 0.65 Circuit Number Device Size Branch Device Load Description 2X50OMcm Poles N= Neutral Over- Current Size Feeder Controlled 2x3 1/2"C Connected Load WSF Lighting Rece t. Other Total 1 400 3P + N 250 DP -HMI DP -HA (Administration) 40390 40240 132400 198180 2 100 3P + N 100 DP-HM2 DP-HEB (Exit Booths) 3 225 3P+N 125 DP-HM3 LP-HM 23600 23600 4 225 3P+N 125 DP-HM4 AP-LM 32220 32220 5 100 3P+N 60 DP-HM5 SL-HM 24600 24600 6 100 2P 45 DP-HM6 AHU-2 (Compressor - 3 Tons) 6000 6000 7 100 2P 15 DP-HM7 AHU-2 (Fan - 1/2 HP) 1100 1100 8 100 3P 30 DP-HM8 HEATER 2 7500 7500 9 100 3P 25 DP-HM9 Car Lift 11200 11200 10 100 3P 25 DP-HM10 Car Lift 11200 11200 11 100 3P 25 DP-HM11 Car Lift 11200 11200 12 100 3P 25 DP-HM12 Car Lift 11200 11200 13 100 3P 15 DP-HM13 Car Wash 6100 6100 14 100 3P 15 DP-HM14 Car Wash 6100 6100 15 100 3P 45 DP-HM15 Vacuum System 26600 26600 18 100 3P 25 DP-HM16 Air Compressor 11200 11200 17 100 3P 25 DP-HM17 Air C ressor 11200 11200 18 100 3P 100 Spare Feeder Lgth 200 Feet Allow.V.D%. 2 Reqd Ze(V.D. Based) 21.84 Micro -Ohms Reqd Ze(Std Amp Based) 29.70 Micro -Ohms Reqd Ze(Harmonic Amp Based) Micro -Ohms Reqd Phase&Neutral Ze(Std Lds) 21.84 Micro -Ohms Req Phase Ze(Harmonic Lds) Micro -Ohms Selected Phase Conductorl 2X50OMcm Selected Neutral Conductorl 2X50OMcm Lighting / Appliance Panel Sheet No. 1 3 Project: Vanguard Car Rental Date: 1 11/01/2004 Connected Kva Demand Kva Codecalc Mips Ampacity(Incl.Spare) Ampacity(For Harmonic Lds) OCD(Std Lds) OCD(Harmonic Lds) Total 399 89 72 253 399 405 458 486 110.74 41.23 253.00 405 486 466 500 Selected OCD 500 Connected KVA Connected Amps Demand Kva Codecalc Amps Spare %Volts Drop Panel: Volts: Main C.B.: Main Bus: AP-LM 3 Phase: 4 Wires 120/208 Lugs Only 225 Ckt. No. 1 Trip (Amps) 20 Description Of Load Appliance Category R Load (VA) 1500 VA Per Phase Load (VA) 1000 Category R Description Of Load Office Area Trip (Amps) 20 Ckt. No. 2 A 2500 B C 3 20 Appliance R 1500 3420 1920 R Office Area 20 4 5 20 Appliance R 1500 3420 1920 R Service Bays 20 6 7 20 Appliance R 1500 3420 1920 R Service Bays 20 8 9 20 Appliance R 1500 3420 1920 R Service Bays 20 10 11 20 Security R 1000 2200 1200 R QTA Office 20 12 13 20 Overhead Drops R 1000 2920 1920 R Telephone 20 14 15 20 Overhead Drops R 1000 2920 1920 R Telephone 20 16 17 20 Overhead Drops R 1000 2000 1000 R Overhead Drops 20 18 19 20 Overhead Drops R 1000 2000 1000 R Overhead Drops 20 20 21 20 Overhead Drops R 1000 2000 1000 R Overhead Drops 20 22 23 20 Overhead Drops R 1000 2000 1000 R Overhead Drops 20 24 25 20 Spares Spares 20 26 27 20 Spares Spares 20 28 29 20 Spares Spares 20 30 31 20 Spares Spares 20 32 33 20 Spares Spares 20 34 35 20 Spares Spares 20 36 37 20 Spares Spares 20 38 39 20 Spares Spares 20 40 41 20 Spares Spares 20 42 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting ® 125%*Connected R= Convenience Receptacles ® 100% of 1St 1OKw+50% Of Remainder O=Other Loads 0 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From: Feeder Designation Length(Feet) 10 Required OCD(Amps) 100 Size..Per Phase #2 Neutral #2 Conduit 1 1/2" Voltage Drop(%) 0.08 Connected WSF Load (va): Connected Lighting Load (va): Connected Receptacle Load (va): Connected Other Load (va): Feeder Lgth Allow.V.D.(%) Maximum Ze(Std Amp Based) Maximum Ze(V.D. Based) Maximum Ze(Harmonic Amp Based) Required Phase&Neutral Ze(Std Lds) Required Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) Selected Neutral Conductor 32220 Demand Load (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) 10 Feet 3.0 % 171.0 Micro -Ohms 6139.3 Micro -Ohms Micro -Ohms 171.0 Micro -Ohms Micro -Ohms #2 #2 Conn WSF Lood(inKVA)(if Applicable) Conn.Lighting Load (Kva): Conn.Receptacle Load (Kva): Conn.Other Load (Kva): Total Demand Load (Kva): Total Demand Load (Amps): Net Amps for VD Calcs(Amps) % Spare Ampacity(Standard Loads) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmor OCD(Harmonic Loads) Panel Total 32220 21110 59 21.11 21 59 59 60% 94 100 is Loads) Lighting / Appliance Panel Sheet No. 2 Project: Vanguard Car Rental Date: 11/01/2004 Panel: LP-HM Volts: 277/480 3 Phase: Main C.B.: 4 Wires Main Bus: Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip ( s) Ckt. No. A B C 1 20 Office Area Lighting L 1700 3800 2100 L Toilets, Tires & Parts Lighting 20 2 3 20 Maintenance Bay L 2000 4000 2000 L Maintenance Bay 20 4 5 20 Office, Storage,etc. L 1000 3000 2000 L Car Wash & Miscell 20 6 7 20 Car Wash & Miscell L 2400 4800 2400 L Exterior Wall Packs 20 8 9 20 L 1000 2000 1000 L 20 10 11 20 L 1000 2000 1000 L 20 12 13 20 L 1000 2000 1000 L 20 14 15 20 L 1000 2000 1000 L 20 16 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting ® 125%*Connected R= Convenience Receptacles ® 100% of 1St 1OKw+50% Of Remainder O=Other Loads ® 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From: Feeder Designation Length(Feet) Required OCD(Amps) Size..Per Phase Neutral Conduit Voltage Drop(%) 10 50 #6 #6 #N/A #N/A Connected WSF Load (va): Connected Lighting Load (va): Connected Receptacle Load (va): Connected Other Load (va): Panel Total 23600 23600 Demand Load (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth 10 Allow.V.D.(%) 3.0 Maximum Ze(Std Amp Based) 375.0 Maximum Ze(V.D. Based) 27834.1 Maximum Ze(Harmonic Amp Based) Required Phase&Neutral Ze(Std Lds) 375.0 Required Phase Ze(Hormonic Lds) Selected Phase ConductorPer Phase) #6 Selected Neutral Conductor #6 Lighting / Appliance Panel Sheet No. 4 Project: Vanguard Car Rental Date: 11/01/2004 Panel: SL-HM SouthWest 1/3 Segment Volts: 277/480 3 Phase: Main C.B.; Lugs Only 4 lWires Main Bus: inn Feet Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms 29500 36 23.6 30 36 30 20% 43 50 Conn WSF Load(inKVA)(if Applicable) Conn.Lighting Load (Kva): Conn.Receptacle Load (Kva): Conn.Other Load (Kva): Total Demand Load (Kva): Total Demand Load (Amps): Net Amps for VD Calcs(Amps) % Spare Ampacity(Standard Loads) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmonic Loads) OCD(Harmonic Loads) Ckt. No. 1, Trip (Amps) 2P - 20 Description Of Load Site Lighting Pole Category L Load (VA) 1200 VA Per Phase Load (VA) 1200 Category L Description Of Load Site Lighting Pole Trip (Amps) 2P - 20 Ckt. No. 2 A 2400 B C 3 L 1200 2400 1200 L 4 5 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 6 7 L 1200 2400 1200 L g 9 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 10 11 L 1200 2400 1200 L 12 13 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 14 15 L 1200 2400 1200 L 16 17 2P - 20 Site Lighting Pole L 1200 2800 1600 L Fuel Island Canopy 20 18 19 L 1200 2600 1400 L Fuel Island Canopy 20 20 21 20 Spare Spare 20 22 23 20 Spare Spare 20 24 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting ® 125%*Connected R= Convenience Receptacles ® 100% of 1St 1OKw+50% Of Remainder O=Other Loads ® 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From• Feeder Designation Length(Feet) Required OCD(Amps) Size..Per Phase Neutral Conduit Voltage Drop(%) 10 60 #6 #6 1" 1/4 0.04 Connected WSF Load (va): Connected Lighting Load (va): 24600 Connected Receptacle Load (va): Connected Other Load (va): Demand Load (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth 10 Allow.V.D.(%) 3.0 Maximum Ze(Std Amp Based) 375.0 Maximum Ze(V.D. Based) 26702.7 Maximum Ze(Harmonic Amp Based) Required Phase&Neutral Ze(Std Lds) 375.0 Required Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) #6 Selected Neutral Conductor #6 Feet Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Panel Total 24600 30750 37 24.6 31 37 31 50% 56 60 Conn WSF Load(inKVA)(if Applicable) Conn.Lighting Load (Kva): Conn.Receptacle Load (Kva): Conn.Other Load (Kva): Total Demand Load (Kva): Total Demand Load (Amps): Net Amps for VD Calcs(Amps) % Spare Ampacity(Standard Loads) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmonic Loads) OCD(Harmonic Loads) Zo (� z Za J Wo Uw Z w e � F- F_ e1JW , D z IL'. Z�- OW Uo N SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAY HWY #300 RI BUJNGAME CA - 94010 TEL (650) 692-9911 FAIrSQ) ®P92-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND THEM WITH THE CONSTRUCTION COMPARE DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ■ V z w J C') Z O W z 0� W _U W a� L J U_ Z 0 wQ QHE V > DATE JOB NO. 20454 EOA SHEET OF t D D D N n D 0 a� 0 a) m 0 J Ll J i.l i D r D ui 0 cz L Dstribution Panel Sheet Project: Date: Vanguard Car Rental 11/1/2004 Panel Type: Distribution Panel Designation: DP -HA Feeder Designation Amps Length(Feet) Size..Per Phase Neutral Conduit DP -HMI Supply Characteristics: 277/480 Volta 60 Hz 3 Phase 4 Wires 250 Main Bus Amps: 400 Neutral Bus Amps: 400 Ground Bus 200 550 Main Bus Device: 250 Mounting: Surface NEMA 3R 3X35OMcm 0.72 Circuit Number Device Size Branch Device Load Description 3X35OMcm Poles N= Neutral Over- Current Size Feeder Controlled 3x3"C Connected Load WSF Lighting Rece t. Other Total 1 100 3P+N 50 DP-HA1 LP -HA 20390 20390 2 100 3P 70 DP-HA2 AP -LA (Via 45 KVA Step Down Transformer) 40240 16400 56640 3 100 3P+N 40 DP-HA3 SL-HA 20000 20000 4 225 3P 110 DP-HA4 AHU-1 (Compressor - 32.2 Tons) 60000 60000 5 100 3P 25 DP-HA5 AHU-1 (Fan - IOHP) 11000 11000 6 100 3P 70 DP-HA6 HEATER 1 45000 30150 Only 2 Stages Run 7 100 3P+N 70 Spare with Compressor D 8 100 3P+N 70 Spare Feeder Lgth 550 Feet Allow.V.D%. 2 Reqd Ze(V.D. Based) 15.94 Micro -Ohms Reqd Ze(Std Amp Based) 59.40 Micro -Ohms Reqd Ze(Harmonic Amp Based) Micro -Ohms Reqd Phase&Neutral Ze(Std Lds) 15.94 Micro -Ohms Req Phase Ze(Hormonic Lds) Micro -Ohms Selected Phase Conductorl 3X350Mcm Selected Neutral Conductorl 3X35OMcm Connected Kva Demand Kva Codecalc Amps Ampocity(Incl.Spare) Ampacity(For Harmonic Lds) OCD(Std Lds) OCD(Harmonic Lds) Lighting / Appliance Panel Sheet No. 7 Project: Vanguard Car Rental Date: 11/01/2004 Panel: AP -LA Section I Volts: 120/208 3 Phase: Main C.B.: Lugs Only 4 Wires Main Bus: 225 Amos Totel 198 40 40 132 198 208 228 250 50.49 25.12 132.40 208 250 250 250 Selected OCD 250 Connected KVA Connected Amps Demand Kva Codecalc Amps Spare %Volts Drop coincident amand ® 0.67% Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip (Amps) Ckt. No. A B C 1 20 Office Area Recptacles R 720 1920 1200 R Vending Machine Recptacle 20 2 3 20 Office Area Quad Recptacle R 1000 2200 1200 R Vending Machine Recptacle 20 4 5 20 Office Area Quad Recptacle R 1000 2200 1200 R Vending Machine Recptacle 20 6 7 20 Appliance R 1200 1740 540 R Breakroom Recptacles 20 8 9 20 Appliance R 1200 2400 1200 R Floor Cleaning Machine 20 10 11 20 Appliance R 1200 1560 360 R General Receptacles 20 12 13 20 Storag Room Receptacles R 540 1740 1200 R Vending Machine Recptacle 20 14 15 20 Emloyee Toilet Receptacles R 540 1740 1200 R Vending Machine Recptacle 20 16 17 20 Customer Toilet Receptacles R 1000 1540 540 R Office Area Recptacles 20 18 19 20 Copy Machine Recptacle R 1000 2000 1000 R Office Area Quad Recptacle 20 20 21 20 General Receptacles R 1000 2000 1000 R Office Area Quad Recptacle 20 22 23 20 Cashier R 1000 2000 1000 0 Fire Alarm System 20 24 25 20 Telephone/Data R 1500 4000 2500 0 Copy Machine Recptacle 30 - 2P 26 27 20 Telephone/Data R 1 1500 4000 2500 0 28 29 1 20 ISecurity I R 1 1000 1 1 1000 1 Spare 20 30 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting ® 125%*Connected R= Convenience Receptacles ® 100% of 1St 1OKw+50% Of Remainder O=Other Loads 0 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From: Feeder Designatioi Length(Feet Required OCD(Amps Size..Per Phaso Neutra Condul- Voltage Drop(% Section 1 Section 2 Connected WSF Load (va): Connected Lighting Load (va): Connected Receptacle Load (va): 26040 14200 Connected Other Load (va): 6000 10400 Demand Lo d (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth Allow.V.D.(%) Maximum Ze(Std Amp Based) Maximum Ze(V.D. Based) Maximum Ze(Harmonic Amp Based) Requlred Phase&Neutral Ze(Std Lds) Requlred Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) Selected Neutral Conductor 10 3.0 110.0 3121.4 110.0 1/0 1/0 Feet Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Panel Total 40240 it= 1Pr#, Lighting / Appliance Panel Sheet No. 6 Project: Vanguard Car Rental Date: 11/1/2004 Panel: LP -HA Volts: 277/480 3 Phase: Main C.B.: Lugs Only 4 Wires Main Bus: 100 Amos Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip (Amps) Ckt. No. A B C 1 20 Customer Service Counter L 960 1920 960 L Customer Que Area 20 2 3 20 Customer Service Counter L 1200 2280 1080 L Customer Que Area 20 4 5 20 Customer Que Area L 1680 2760 1080 L Customer Que Area 20 6 7 20 Offices, Break Room L 1200 1950 750 L Admin.Toilets 20 8 9 20 Admin. Circulation L - 880 2180 1300 L Customer Toilets 20 10 11 20 Admin. Circulation L 1000 1300 300 L Electric & Storage Room 20 12 13 20 Fire Alarm System L 1000 2000 1000 L Security System 20 14 15 20 Exit Signs - Customer Area L 1000 2000 1000 L Exit Signs - Admin. Area 20 16 17 20 Counter Display Sign L 1000 2000 1000 L Counts Display Sign 20 18 19 20 Counter Display Sign L 1000 2000 1000 L Counts Display Sign 20 20 21 20 Spare Spare 20 22 23 20 Spare Spare 20 24 25 20 Spare Spare 20 26 27 20 Spare Spare 20 28 29 20 Spare Spare 20 30 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting ® 125%*Connected R= Convenience Receptacles 0 100% of 1St 1OKw+50% Of Remainder O=Other Loads @ 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From: Feeder Designation Length(Feet) Required OCD(Amps) Size..Per Phase Neutral Conduit Voltage Drop(%) 10 50 #6 #6 1" 1/4 0.03 Connected WSF Load (va): Connected Lighting Load (va): Connected Receptacle Load (va): Connected Other Load (va): Panel Total 20390 20390 Demand Lo d (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth Allow.V.D.(%) Maximum Ze(Std Amp Based) Maximum Ze(V.D. Based) Maximum Ze(Harmonic Amp Based) Required Phase&Neutral Ze(Std Lds) Required Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) Selected Neutral Conductor 10 3.0 375.0 32216.1 375.0 #6 #6 Lighting / Appliance Panel Sheet No. 8 Project: Vanguard Car Rental Date: 11/01/2004 Panel: AP -LA Section II Volts: 120/208 3 Phase: Main C.B.: Cable or Bus Tie To Section 1 4 Wires Main Bus: 225 Arras Feet Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms 25488 31 20.39 25 31 26 40% 43 50 Conn WSF Lood(inKVA)(if Applicable) Conn.Lighting Load (Kva): Conn.Receptacle Load (Kva): Conn.Other Load (Kva): Total Demand Load (Kva): Total Demand Load (Amps): Net Amps for VD Calcs(Amps) % Spare Ampacity(Standard Loads) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmonic Loads) OCD(Harmonic Loads) Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip (Amps) Ckt. No. A B C 31 20 Rental Counter Receptacles R 600 1200 600 R Rental Counter Receptacles 20 32 33 20 Rental Counter Receptacles R 600 1200 600 R Rental Counter Receptacles 20 34 35 20 Rental Counter Receptacles R 600 1200 600 R Rental Counter Receptacles 20 36 37 20 Rental Counter Receptacles R 600 1200 600 R Rental Counter Receptacles 20 38 39 20 Rental Counter Receptacles R 600 1200 600 R Rental Counter Receptacles 20 40 41 20 Rental Counter Receptacles R 600 1200 600 R Rental Counter Receptacles 20 42 43 20 Rental Counter Receptacles R 600 1700 1100 0 Display Sign 20 44 45 20 Rental Counter Receptacles R 600 1700 1100 0 Display Sign 20 46 47 20 Rental Counter Receptacles R 600 600 1000 O WATER COOLER COMPRESSOR 20 48 49 20 Display Sign 0 1100 2100 1000 R Floor Cleaning Machine 20 50 51 20 Display Sign 0 1100 2100 1000 R Office Area Quad Recptacle 20 52 53 20 Floor Cleaning Machine R 1000 2000 1000 R Rental Counter Receptacles 20 54 55 20 Exterior Receptacles R 400 3400 3000 0 Water Heater 20 - 2P 56 57 20 Exterior Receptacles R 400 3400 3000 0 58 59 20 Exterior Receptacles R 400 400 Spare 20 60 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load Panel Total Connected Receptacle Load (va):1 14200 1 I 1 14200 Connected Other Load (va):1 10400 1 1 1 10400 41520 co N Go 115 Conn WSF Load(inKVA)(if Applicable) W N M Conn.Lighting Load (Kva): a W 25.12 Conn.Receptacle Load (Kva): WZ 16.4 Conn.Other Load (Kva): O o 42 Total Demand Load (Kva): (� Z Z¢ 115 Total Demand Load (Amps): W O 115 Net Amps for VD Calcs(Amps) 20% % Spare w Z w 138 Ampacity(Standard Loads) a F_ 150 OCD(Standard Loads) Jw If Harmonic Loads,Enter h ® Z_ 90C Ampacity before derating .(For Harmonic Loads) rarnn d V! OCD(Harmonic Loads) Z F- w U 0 N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAY HWY #300 CA — 94010 TEL rxxn7.;92--991r1 FAX (650) 92-0181 C. NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY DISCOVERED OTHER INCONSISTENCIES SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z w J a d, Z o W z `� W 0 Q W V 0 W LL rr� V o W J0 _ �Z w Q ° aV/"� LU � Co DATE JOB NO. 20454 EOm5 SHEET OF Lighting / Appliance Panel Sheet No. E 9 Project: Vanguard Car Rental Date: 11/01/04 Panel: Volts: Main C.B.: Main Bus: SL-HA NorthWest 1/3 Segment 3 Phase. Wires 277/480 Lugs Only4 100 Amps Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip (Amps) Ckt. No. A B C 1 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 2 3 L 1200 2400 1200 L 4 5 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 6 7 L 1200 2400 1200 L 8 9 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 10 11 L 1200 2400 1200 L 12 13 2P - 20 Site Lighting Pole L 2800 1600 L Soffit Lighting 20 14 15 L F1200 1200 2800 1600 L Soffit Lighting 20 16 17 19 21 23 20 20 20 20 Spare Spare Spare Spare Spare Spare Spare Spare 20 20 18 20 20 20 22 24 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting ® 125%*Connected R= Convenience Receptacles ® 100% of 1St 1OKw+50% Of Remainder O=Other Loads ® 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From: Feeder Designatior Length(Feet; Required OCD(Amps; Size..Per Phase Neutral Conduit Voltage Drop(%; Lighting / Appliance Panel Sheet No. DP -HA DP-HA3 10 40 #6 #6 1" 1/4 0.03 / Connected WSF Connected Lighting Connected Receptacle Connected Other Load Load Load Load (va): (va): (va): (va): 20000 Demand Lo d (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth 10 Allow.V.D.(%) 0.1 Maximum Ze(Std Amp Based) 583.0 Maximum Ze(V.D. Based) 547.4 Maximum Ze(Hormonic Amp Based) Required Phase&Neutral Ze(Std Lds) 547.4 Required Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) #6 Selected Neutral Conductor #6 Project: Vanguard Car Rental I Mounting: Date: 11/01/04 Panel: East 1/3 Segment SL-HEB Volts: 277/480 3 Phase: Main C.B.: 100 4 Wires Mnin Rim- inn Surface NEMA 4X Feet Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Panel Total 20000 25000 30 20 25 30 25 20% 36 40 Dstribution Panel Sheet 10 Project: Vanguard Car Rental Date: 11/01/2004 Panel Type: IDistribution Panel Designation: DP-HEB Supply Characteristics: 277/480 Volts 1 60 Hz 3 Phase 4 Wires Main Bus Amps: 100 1 Neutral Bus Amps: Ground Bus 50 Main Bus Device: 100 Mounting: I Surface NEMA 4X Circuit Number Device Size Branch Device Load Description Poles N= Neutral Over - Current Size Feeder Controlled 1 100 3P 50 DP-HE81 AP-LEB (Via 30 KVA Step Down Transformer 2 100 3P + N 50 DP-HEB2 SL-HEB 3 100 3P + N 30 Spare 4 100 3P + N 30 Spare Feeder Lgth 550 Feet A1low.V.D%. 2 Reqd Ze(V.D. Based) 71.33 Micro -Ohms Reqd Ze(Std Amp Based) 375.00 Micro -Ohms Reqd Ze(Hormonic Amp Based) Micro -Ohms Reqd Phose&Neutral Ze(Std Lds) 71.33 Micro -Ohms Req Phase Ze(Harmonic Lds) Micro -Ohms Selected Phase Conductor 4/0 Selected Neutral Conductor 4/0 Conn WSF Load(inKVA)(if Applicable) Conn.Lighting Load (Kva): Conn.Receptacle Load (Kva): Conn.Other Load (Kva): Total Demand Load (Kva): Total Demand Load (Amps): Net Amps for VD Calcs(Amps) % Spare Ampacity(Standard Loads) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmonic Loads) OCD(Harmonic Loads) Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip (Amps) Ckt. No, A B C 1 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 2 3 L 1200 2400 1200 L 4 5 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 6 7 L 1200 2400 1200 L 8 9 2P - 20 Site Lighting Pole L 1200 2400 1200 L Site Lighting Pole 2P - 20 10 11 L 1200 2400 1200 L 12 13 2P - 20 Site Lighting Pole L 600 600 Spare 20 14 15 L 600 600 Spare 20 16 17 20 Spare Spare 20 18 19 20 Spare Spare 20 20 21 20 Spare Spare 20 22 23 20 Spare Spare 20 24 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting 0 125%*Connected R= Convenience Receptacles ® 100% of 1St 1OKw+50% Of Remainder O=Other Loads ® 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Supplied From: Feeder Designation Length(Feet) Required OCD(Amps) Size..Per Phase Neutral Conduit Voltage Drop(%) 10 50 #6 #6 1" 1/4 0.03 Connected WSF Load (va): Connected Lighting Load (va): 15600 Connected Receptacle Load (va): Connected Other Load (va): Demand Lo d (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth 10 Allow.V.D.(%) 3.0 Maximum Ze(Std Amp Based) 375.0 Maximum Ze(V.D. Based) 42108.1 Maximum Ze(Harmonic Amp Based) Required Phase&Neutral Ze(Std Lds) 375.0 Required Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) #6 Selected Neutral Conductor #6 Feet % Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Panel Total 15600 19500 23 15.6 20 23 20 100% 47 50 Total Connected Kva Demand Kva Codecalc Amps Ampacity(Incl.Spare) Ampacity(For Harmonic Lds) OCD(Std Lds) OCD(Harmonic Lds) Feeder Design. Amps 59 Length(Feet) 550 Size..Per Phase 4/0 Neutral 4/0 Conduit 1x2 1/2' Connected Load WSF Lighting Rece t. Other Total 30000 30000 15600 15600 46 16 30 46 50 51 59 19.50 30.00 50 59 59 60 Selected OCD 60 Lighting / Appliance Panel Sheet No. 12 Project: Vanguard Car Rental I Mounting: Date: 11/01/2004 Panel: AP-LEB Volts: 120/208 3 Phase: Main C.B.: 70 4 Wires Main Bus: inn Surface NEMA 4X 0.67 %Volts Drop Connected KVA Connected Amps Demand Kva Codecalc Amps Spare Ckt. No. Trip (Amps) Description Of Load Category Load (VA) VA Per Phase Load (VA) Category Description Of Load Trip (Amps) Ckt. No. " A B C 1 20 Exit Booth No. 1 0 3000 6000 3000 0 Exit Booth No. 2 20 2 3 20 0 3000 6000 3000 0 20 4 5 20 Exit Booth No. 3 0 3000 4920 1920 0 Maintenance Receptacle 20 6 7 20 0 3000 3000 Spare 20 8 9 20 Spare Spare 20 10 11 20 Spare Spare 20 12 WSF Calc(If Applicable) Square Feet(SF) UnitWSF Conn WSF Load L= Continuous Lighting 0 125%*Connected R= Convenience Receptacles 0 100% of 1St 1OKw+50% Of Remainder O=Other Loads 0 100%*Connected WSF=Loads subject to watts per sq.ft calculation for feeder design.See Notes Conn WSF Lood(inKVA)(if Applicable) Conn.Lighting Load (Kva): Supplied From: Conn.Receptacle Load (Kva): Feeder Designation Conn.Other Load (Kva): Length(Feet) Total Demand Load (Kva) Required OCD(Amps) Total Demand Load (Amps): Size..Per Phase Net Amps for VD Calcs(Amps) Neutral % Spare Conduit Ampacity(Standard Loads) Voltage Drop(%) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmonic Loads) OCD(Harmonic Loads) 10 70 #4 #4 1" 1/4 0.12 Section 1 1 Section 2 1 1 Panel Total Connected WSF Connected Lighting Connected Receptacle Connected Other Load Load Load Load (va): (va): (va): (va): 19920 Demand Lo d (without WSF Loads)(va) Demand Load (WSF Loads Only)(va) Total Demand Load(amps) Feeder Lgth 10 Allow.V.D.(%) 3.0 Maximum Ze(Std Amp Based) 250.0 Maximum Ze(V.D. Based) 6506.0 Maximum Ze(Harmonic Amp Based) Required Phase&Neutral Ze(Std Lds) 250.0 Required Phase Ze(Harmonic Lds) Selected Phase ConductorPer Phase) #4 Selected Neutral Conductor #4 Feet Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms Micro -Ohms 19920 19920 55 19.92 20 55 55 20% 66 70 Conn WSF Load(inKVA)(if Applicable) Conn.Lighting Load (Kva): Conn.Receptacle Load (Kva): Conn.Other Load (Kva): Total Demand Load (Kva): Total Demand Load (Amps): Net Amps for VD Calcs(Amps) % Spare Ampacity(Standard Loads) OCD(Standard Loads) If Harmonic Loads,Enter h 90C Ampacity before derating (For Harmonic Loads) OCD(Hormonic Loads) (D N W� CV � M WJ W L` _Zo U'Q ZJ W o U w Zw a of Ftn- ® �z u V) 0- Z �- Oo w 0 cV BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BLJPJJNGAME-CA-94010 TEL (650)�692-9911 FAX MO) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z w J a LO Z O w Z F— � c) � a W �V LU U. J J C'3 oC W Z O = W Q V L > Co DATE JOB NO. 20454 E0w6 SHEET OF 14 _ J ,A, SEE NOTE 3 i A 9 2... I� PLAN AT "E-E" (FLOOR PLAN) 18 SECTION "A -A' Bea 10 oAsr NOI MAnaeE FRAME A1■ - sr oM,ERR Aauo WBWD - ar mA1■AF■ mot rnl 1F]iCAR iRAFPa tOADe - COYEI ro HAYE CAST warns 'Ilex LaTAo'. OD EAw-rwZ lamlEmr-r lea -WITH rmmr UK Bi FI CF,�17 W1ff 1ETAl IF1O_W. 4 TMX 11DFD 10 BE FDR m FILL .rwTry A7 ■a■1 N ■ Ell •0-4 . ® CAST ■W ■A1TN0. 0 SOP PI. 1r It 1r x 1r. ® w am - 1YNCAA. ® EAW - COX IUCIL © A - NOTION BACK AM - T'p=L ® CN�ENiaNSILAIom S1 - �µ - M N UAMM INUARS) FOR LAW Q 3/e x IW-r C4BIIELD WOtta RO ■M am CAEC■R ® EACH - PLLL•-M m �1 HO WITAL USUAL IEBFOIO■ - TIPR'.AL - RgEW rmm r W c ® Em - LIINIDAL WEvALL RoxF■erm on ® 11311111HTAL ENDIP& IESFOWlO - TYPICAL - BOB WAOD r W OTIEIa ® VERTICAL ERlOR IN - TYPICAL - ROB !ACED 14' W CENTERS. ® EACH - FLOW RFBFOON IM ® mm mar= ■ - Tw■AL - ROB EPA® 1r W DRIER ® Raw ReAFO10i - TmiL - ROO WA® or m !ENTER ® ROC► R:aFmm - n mx - RO■ aACFD tr ON amm ® EAW - ROQ 1E•reRiloMo RED ® NAP HOZORAL R NFOOa - TYPICAL -I®S SPACED r W amen ® aw UL IFAFDRcom - Twck - Ra1! SPACED B W Cam ALL Allom PENURCIND ® NO 11117111 AT NG BA■L BNN M WMD E - TYPIL. CA - 1W I DDS TW ® � CAN PPE OBm WERE BMM W MANNE FN1S IFRN ® TER TABLEJ CRDESD MM WY WELL 1011C YARD WORM - (MIT ■EVE BOF1W IF MAIIaE FAILS ISM 11K1ER TABLE} ® Cam MW NUMBS FOR A W 3 WE Cam BA■L 'A' LL A' 1= SE LN0 ERs FOR EXPLANA71ON B'-10' PLAN AT "D-D" (ROOF PLAN) GRADE F` 11 B SEE NOTE 6 9 ® Q ;. SEE NOTE 6 6'-0" " B I >s 00 o 15 • 15 • SECTION "B-B" ® Calm VIM PO111■01 FOR MIR 11E Caur BA■L ® ■MIX D■•EY - wTE"m OF ALL V* mm ® W - MNDW BHA( - REFER. TO PIAI■ FOR WANIIIY AND AIRNM EMENT w f® 1) Jr ION SIMMONS B11Wa AT WE TOWARDS MAII OE MOM D r LEE RMFDRM SITE. 3) mAROIm ToB�F TOPr ARM RED -am a""NRm SLAR 4) ALL MM ROB SHALL BE B/r SILET MR DEFOBED MEN07E dl N PAVED NEA!7, YA■eOE 92 ro EF SET RD■I rrN FAA3IED WADE - N IIPAVED M I L YAIAMOE COVER ro BE BET ! NINE FLIED ■IAOE BIN ■■IaAO■ w RBBN®m A ■a0N ExIF1O01 AM LEAST s FiEI TO IEFI lA>Ef Ca•. A) WNED111E° n RBOASMIC +BETEQe U8 - INTOWNS NM QCMM N11OmIILBMBK�BB�PO■Iles T ERPum�IY LETTERS ACCORDANCE WOF11101B� oxam a■ SIDE HCH = 1 AO AAAF 3 = AAAW = 3 AIt;A.FA1 a 7 ASAD.EFAIU A 4 A,Oy A&U 3 4 AJLCD.E ANJ ARL 4 1 LYALP 4 x 7.Yx1.YAL.S 4 a 7.yAl VALTAW.0 4 4 ZyA%VATJIJr AVJAAN B) ALL IaCA1FD COlaxi EMfI1Y POs11Os ■Ae1 AW rm man w COMMUNICATIONS AND/OR SIG (NO SCALE)//�� DETAIL' \\ CONDUIT INSTALLED IMMEDIATELY BELOW SLAB GRADE LINE GRADES B LEVELLING FlLL. 0'-2" MINIMUM COVER ALL AROUN[ EXCAVATION LINE - mien MANHOLE -TYPE I -TE POURED I THICALLY WITH SLAB BY OTHER NOTES: 1. CONDUIT SHALL BE INSTALLED CLEAR OF FOOTINGS. 2. BEFORE TURNING UP THROUGH GRADE SLAB, CONDUIT SHOULD BE DOGLEGGED DOWNWARDS AS REQUIRED TO PREVENT ELBOWS SHOWING ABOVE TOP OF SLAB. 3. NUMBER OF CONDUCTORS SHOWN IS TYPICAL ONLY. 4. THIS DETAIL MAY BE APPLIED TO SEVERAL ADJACENT CONDUITS RUN AS A GROUP IN A SINGLE TiER--MAINTAIN 2" MINIMUM SPACING BETWEEN INDIVIDUAL CONDUITS. DETAIL OF INDIVIDUAL SIGNAL OR COMMUNICATION RUN -- AT UNDERSIDE NOT TO SCALE DETAIL 'A' 'B' 11 1 B, EE NOTE 3 9'8' ,8- II PLAN AT "E-E" (FLOOR PLAN) ....r 2 5/8' ,p Dar Nat MAh1OE FRAME Afa � - ar oAIE'IeR Roue trENNo - ar mN■N■ oMlo, FOl 1ETpANe TRAFFIC IOADB - COYE11 ro HATE LA•T watrlaN L■I IID.TA�. aQ teal - r ■* •FEEL aFw r� LAW- ■N r IaE AM tAnE B,Fm ff •la OAEAIaED FETAL F3IFDRCIFO, rAdf EtDEO To BEAU FOR ITS; FILL lF1IBCIl As NIO■I N ■OIIW 0 CWr ON ■MTNG 8 Bur PR tr x ,r x ,r. A Ff■ EIIA - T1PGY. © Fi1ol - CASE RAM 0 = - FAo■TIOI BAtx AI01 - 1YPlCAI- Q FWOIAII E6IA1W - 7YFNAL - (» NNAATO6 IEpA1ED FOR Fi1W CABLE F311Fr■■ MAIAIOE •Q 3/4 x 1r-0P oDPPSRIELD ■lDA■ Roo BIN rA■.E ca■Fn1aR ® FAW - wallo-N e1e. Qn SAL s� SISINUOUS!nv- TMR'AL -Rom SPACED r W ® TAW - 1eRIIDIL Mf■Il1 RFFiOICm ROD. ® IIO®RAL ERPfll1 RElfOBi■ -TYPICAL - ixoB :A®r ON mlma ® LVBIrA1 RBIFOO■ - TYPIW. -Ram !A® 14• W LINRIs ® FADM - F1DaR IE3FaRv10 Fen ® ROW IEIFOio1• - TR7IAL - RODS SStar PACED 1r W RENTER. ® NOW RFnfOO■ - TYPNAL -Ram SPACED W CANRR ® Roff SIMMONS - TYPKAL -ROW !A® tr W Lol1En ® EAa - ROff nFAFWo■ RO. ® NYr IIIALDII'AL IPAFa1o10 -TYPICAL --nom SPACED r W CENTER. ® � LlmxxV4AOf.N. IEBFOIO+O - rYPYAL - rom sAO1D r W CENTER ALL ® 1ELOeIa1• IEOa DDau,r aA►■ To MAMaE - tR4oAL - tI■ Rom 1W NCI BOIIOI AT FAW BAIIL ® Ir GL4F NW CAN PPE (DYIT ■CIE BDno1 OF MAFNDE FALLS nF11N wmI TA■F} ® OAlim ROOF WY EO 11 - 1 AW YNM■ 1C YA- (am iNEIE Amcor ff YA■pE FALLS ■RN WATER TA04 ® Caur FSIIRY PI79110■ FOR : ON 3 ME Cam ewe 0 ei 1� ■ ■■■1 �I IQa■■ 00 �® ®I® SEE NOTE ® O I i 9' 8'-0' , 9 I ��0�® o" B 0 OF NLETTERS FOR E>a'LANATION - SECTION "B-B" 3'-0' MIN , � a d 8'-0' SEE NOTE 5 DCMDAM E Ltpwr ow. L ® m■ur ERiRY PClld■ FOR FOR r La■ur avAt. ® soot a■IEr - wre,wloar of ALL (4) tI11Q ® EAW - CaAT BACK - IFIFEA ro RAt■ Ede WAIIIRY AID ARRAN■IENT OF 1M® 1) r USE FwFWo■ mRPa AT sa 1oENaB MANHDE OPF]MG r noE FOFawto sFleP. WNWR10aeo°EUlo�nm 1°P e• ABole Ilene - as avWSo N F,DOR 4) A NE•F'OIIOq ROW ■INL BE B/If BILET 8EII DFFOAm NE1FmUlE WADE d) N PAVED NEAT. YAtIFOE COYIR 1700 BE SW F1LAli IIM FN■m WAD: - N tArALeD AREA,< MA■eDE C01FR ro � BEM r AB01E FlA3m WAdc. ■nR sa 1FDAmm 10 A ■Iomx onaaw AT LEAST a rP> r TO eEEr e) T+EY NE°� i°.�.��.m A BALD s NW aaeR Die nP aeoula - b IEORED ■CIE 00019 ■ ItIEATRL 7) lxwdm N ENta■p Cam IWAIAa swi, aCivr eaalm FNIRY PI>ala■ ODIIFED K IEI'la■ N AL1aMNE NRI 71E FULL0118lb- amaujmK amrED WE IqF AJ = x AADj = s AJLCAFi _ a AADJ°JU a , AIAQAEFJIJU A 4 AAOhWdL 3 4 AJAC;D,EFAELL.IKU. + 1 ;rxP 4 = I.YxP.YALT.B + a ;YxBtKurlJtgPA am 4 4 1LYxS4KU.TJRR4PAA4AIJ1 fl) Al,_W:A7FD Celli ERIm PONT ■ION ARE NOT moPFYf A. ... MrM, Maw"c M'IYRL s 11pYAIFD rtR R11I® SECONDARY DISTRUBUTION MANHOLE -TYPE I (NO SCALE) DETAIL • 1" (MINIMUM TRADE SIZE) SCHEDULE 40 POLYVINYL CHLORIDE CONDUIT -- UTILIZE SCHEDULE 80 CONDUIT WHERE PASSING UNDER PAVED AREAS INTENDED FOR TRUCK TRAFFIC --LARGER THAN MINIMUM CONDUIT SIZE AS INDICATED ELSEWHERE. NOTES: 1. REFER TO SPECIFICATIONS TO DETERMINE IF EXCAVATION AND BACKFILL IS INCLUDED AS PART OF ELECTRIC WORK. 2. NUMBER OF CONDUCTORS SHOWN IS TYPICAL ONLY. 3. WHERE CONDUIT ENTERS A BUILDING, SEAL END WITHIN BUILDING WITH A WATERTIGHT SEALANT MANUFACTURED SPECIFICALLY FOR THE PURPOSE. DETAIL OF INDIVIDUAL SIGNAL OR COMMUNICATIONS RUN -- UNDERGROUND IN CONDUIT NOT TO SCALE DETAIL IV �® ®I® SEE NOTE ® O I i 9' 8'-0' , 9 I ��0�® o" B 0 OF NLETTERS FOR E>a'LANATION - SECTION "B-B" 3'-0' MIN , � a d 8'-0' SEE NOTE 5 DCMDAM E Ltpwr ow. L ® m■ur ERiRY PClld■ FOR FOR r La■ur avAt. ® soot a■IEr - wre,wloar of ALL (4) tI11Q ® EAW - CaAT BACK - IFIFEA ro RAt■ Ede WAIIIRY AID ARRAN■IENT OF 1M® 1) r USE FwFWo■ mRPa AT sa 1oENaB MANHDE OPF]MG r noE FOFawto sFleP. WNWR10aeo°EUlo�nm 1°P e• ABole Ilene - as avWSo N F,DOR 4) A NE•F'OIIOq ROW ■INL BE B/If BILET 8EII DFFOAm NE1FmUlE WADE d) N PAVED NEAT. YAtIFOE COYIR 1700 BE SW F1LAli IIM FN■m WAD: - N tArALeD AREA,< MA■eDE C01FR ro � BEM r AB01E FlA3m WAdc. ■nR sa 1FDAmm 10 A ■Iomx onaaw AT LEAST a rP> r TO eEEr e) T+EY NE°� i°.�.��.m A BALD s NW aaeR Die nP aeoula - b IEORED ■CIE 00019 ■ ItIEATRL 7) lxwdm N ENta■p Cam IWAIAa swi, aCivr eaalm FNIRY PI>ala■ ODIIFED K IEI'la■ N AL1aMNE NRI 71E FULL0118lb- amaujmK amrED WE IqF AJ = x AADj = s AJLCAFi _ a AADJ°JU a , AIAQAEFJIJU A 4 AAOhWdL 3 4 AJAC;D,EFAELL.IKU. + 1 ;rxP 4 = I.YxP.YALT.B + a ;YxBtKurlJtgPA am 4 4 1LYxS4KU.TJRR4PAA4AIJ1 fl) Al,_W:A7FD Celli ERIm PONT ■ION ARE NOT moPFYf A. ... MrM, Maw"c M'IYRL s 11pYAIFD rtR R11I® SECONDARY DISTRUBUTION MANHOLE -TYPE I (NO SCALE) DETAIL • 1" (MINIMUM TRADE SIZE) SCHEDULE 40 POLYVINYL CHLORIDE CONDUIT -- UTILIZE SCHEDULE 80 CONDUIT WHERE PASSING UNDER PAVED AREAS INTENDED FOR TRUCK TRAFFIC --LARGER THAN MINIMUM CONDUIT SIZE AS INDICATED ELSEWHERE. NOTES: 1. REFER TO SPECIFICATIONS TO DETERMINE IF EXCAVATION AND BACKFILL IS INCLUDED AS PART OF ELECTRIC WORK. 2. NUMBER OF CONDUCTORS SHOWN IS TYPICAL ONLY. 3. WHERE CONDUIT ENTERS A BUILDING, SEAL END WITHIN BUILDING WITH A WATERTIGHT SEALANT MANUFACTURED SPECIFICALLY FOR THE PURPOSE. DETAIL OF INDIVIDUAL SIGNAL OR COMMUNICATIONS RUN -- UNDERGROUND IN CONDUIT NOT TO SCALE DETAIL IV NOTES: \\��\\��\\��\/ 1. REFER TO SPECIFICATIONS TO DETERMINE IF AND IS INCLUDED AS PARTVOF ELECTRIC WORKATION X 2. NUMBER OF CONDUCTORS SHOWN 15 TYPICAL ONLY. UNLESS OTHERWISE NOTED, THE GROUNDING N z CONDUCTOR IS NOT INCLUDED IN THE QUANiiTY SHOWN ON THE PLAN AND/OR RISER DIAGRAM. 3. WHERE CONDUIT ENTERS A BUILDING, SEAL END WITHIN BUILDING WITH A WATERiiGHT SEALANT MANUFACTURED SPECIFICALLY FOR THAT PURPOSE. � 1" (MINIMUM TRADE SIZE) SCHEDULE 40 POLYVINYL CHLORIDE CONDUIT --UTILIZE SCHEDULE 80 CONDUIT WHERE .PASSING UNDER PAVED AREAS INTENDED FOR THE PASSAGE OF TRUCKS --LARGE THAN MINIMUM CONDUIT SIZE AS INDICATED ELSEWHERE. GROUNDING CONDUCTOR --REFER TO SPECIFICATIONS FOR SIZE AND TYPE. CONDUCTOR AS SPECIFIED FOR NORMAL ELECTRIC WORK CONDITIONS EXCEPT WITH 600 VOLT, CROSS -LINKED POLYETHYLENE INSULATION RATED U.S.E. (SUITABLE FOR UNDERGROUND SERVICE ENTRANCE APPLICATIONS) --CONDUCTORS TO BE #10 A.W.G. MINIMUM --LARGER AS INDICATED ELSEWHERE. DETAIL OF .INDIVIDUAL ..SECONDARY ..LIGHT AND POWER RUN --UNDERGROUND IN CONDUIT NOT TO SCALE DETAIL III ■ GRADE SLAB CONDUIT INSTALLED IMMEDIATELY a . •.. . BELOW SLAB, e ° • .a e • ; •' � CONDUCTORS TO BE AS GRADE LINE � .4 SPECIFIED FOR NORMAL. v • .a ELECTRIC WORK CONDITIONS °• � � HAVE 600 VOLTiTYPERgXHHW GRADE SLAB � INSULAl10N LEVELLING FILL.' .a 0'-2" MINIMUM COVER ALL AROUND SCHEDULE 80 POLYVINYL EXCAVATION LINE CHLORIDE CONDUIT SHAL OW TRENCH IN LEVELLING CONCRETE POURED FILL NOT RE((��UIRING R KCTRIC ULAR MONOLITHICALLY WITH EXCAVA ON PR(10EDURESTO BE GRADE SLAB BY OTHER INCLUDED AS PART OF TRADES. WORK. PROVIDE SUITABLE SHIMS TO PERMIT ADEQUATE BOTTOM COVER. NOTES: 1. CONDUIT SHALL BE INSTALLED CLEAR OF ANY COLUMN FOOTINGS. 2. BEFORE TURNING UP THROUGH GRADE .SLAB CONDUIT SHOULD BE DOGLEGGED DOWNWARDS AS REWIRED TO PREVENT ELBOWS SHOWING ABOVE TOP OF SLAB. 3. NUMBER OF CONDUCTORS SHOWN IS TYPICAL ONLY UNLESS NOTED OTHERWISE THE GROUNDING CONDUCTOR IS NOT INCLUDED IN THE QUANiiTY SHOWN ON THE PLAN AND/OR THE RISER DIAGRAM. 4. THIS DETAIL MAY BE APPLIED TO SEVERAL ADJACENT CONDUITS RUN AS A GROUP IN A SINGLE TIER --MAINTAIN 2" MINIMUM SPACING BETWEEN INDIVIDUAL CONDUITS. DETAIL OF INDIVIDUAL. SECONDARY LIGHT AND POWER .RUN. -- AT UNDERSIDE OF GRADE SLAB NOT TO SCALE DETAIL � 3 2 1 IFS O MAIN SUPPLY TAP CONNECTION 4 #4 "THHN" WIRES IN 1 1/2" CONDUIT -- TAP CONNECTION TO BE MADE TO THREE PHASE LEGS AND NEUTRAL OF INCOMING SERVICE, AHEAD OF ANY SERVICE SWITCHES -- TAP CONNECTION CONDUIT SHALL NOT EXCEED 5 FEET IN LENGTH FROM SERVICE SWITCH HOUSING TO ITEM * IF REQUIRED BY CODE, INCREASE TAP SIZE TO 10% OF SERVICE CONDUCTOR AMPACITY (AS PER NATIONAL ELECTRICAL CODE). O2 FIRE SIGNALLING SYSTEMS FUSE CUT-OUT PANEL CODE APPROVED CUT-OUT PANEL WITH FUSED BRANCHES AS PER SCHEDULE IN THIS DETAIL -- BRANCHES TO BE CONNECTED BALANCED ON PHASES AS EVENLY AS POSSIBLE -- CUT-OUT PANEL TO BE MOUNTED AT A SUITABLE LOCATION SO THAT ITEM 1) DOES NOT EXCEED PRESCRIBED LENGTH. (SEE NOTE #2) 3O BRANCH CIRCUITS EACH TO BE TYPE "THHN" WIRES IN RIGID CONDUIT RUN TO THE POWER SUPPLY TERMINALS OF THE CENTRAL EQUIPMENT OF FIRE SIGNALLING SYSTEMS AND TO OTHER ITEMS AS PER SCHEDULE IN THIS DETAIL. NOTES: 1. EXTERIOR OF ALL ITEMS TO BE PAINTED "FIRE ALARM" RED. 2. ALL CONDUIT SHALL BE RIGID STEEL. SCHEDULE OF FIRE SIGNALLING SYSIER CUT-OUT PANEL AND BRANCH CIRCUITS SYSTEM SUPPLIED BRANCH IN CUT- OUT PANEL BRANCH CIRCUIT SIZE POLES FUSE CONDUIT SIZE WIRE NO. SIZE DETAIL OF FIRE SIGNALLING SYSTEMS POWER SUPPLY FROM NOMINAL 208Z120 VOLT ELECTRIC SERVICE NOT TO SCALE DETAIL III S.P.D.T. TIME SWITCH COMPLETE WITH MOUNT IMMEDIATELY ADJACENT ASTRONOMIC DIAL, OMITTING DEVICE TO REMOTE CONTROL SWITCH AND SHEET METAL ENCLOSURE. GENERAL ELECTRIC CO., TYPE TSA-40. 4" SQUARE OUTLET BOX WITH FOR FEEDERS 110-120 VOLTS LINE TO TWO GANG SWITCH PLATE, AND NEUTRAL, OR TYPE TSA-400 FOR TWO THREE WAY SWITCHES FEEDERS 460-480 VOLTS LINE TO LINE BRYANT CAT. #4803. PLATE TO BE ENGRAVED WITH NOT- ATIONS AS TO SWITCH POSITIONS AS INDICATED. 5 #12-3/4"C �---- --� 4 #12-3/4"C i I CLOCK MOTOR MANUAL TOLOADON r--- ---� I I I I TIME CONTROL CLOSE - - - - i L--`I---- I I ---�-I-OPEN C. I ---- TIME SEE I 0 SWITCH NOTE #2 L I J------I I I I 15 AMP CONTROL LINE FUSE 4 #12-3/4"C IIII NEUTRAL FEEDER OR FEEDER TAP I I I I CONNECTION SEE RISER 4" SQUARE OUTLET BOX WITH DIAGRAM AND/OR PLANS BLANK COVER, MOUNT FOR EXACT SIZE AND NUMBER IMMEDIATELY ADJACENT TO OF CONDUCTORS. REMOTE CONTROL SWITCH TO SUPPLY CONNECTION MECHANICALLY HELD, ELECTRICALLY OPERATED REMOTE CONTROL SWITCH, SUITABLE FOR LINE TO LINE VOLTAGES UP TO 600 VOLTS AND COMPLETE WITH CONTROL LINE FUSE, SHOCK AND VIBRATION MOUNTS, AND SOUNDPROOF SHEET METAL N.E.M.A. CLASS 1A ENCLOSURE -- TO BE SELECTED FOR EACH FEEDER AS INDICATED IN ACCORDANCE WITH THE FOLLOWING: NOTES: 1. VOLTAGE RATING OF REMOTE CONTROL SWITCH COIL TO BE SUITABLE FOR OPERATION LINE TO NEUTRAL ON INCOMING SUPPLY CONNECTION. 2. TIME SWITCH CLOCK MOTOR TO BE CONNECTED LINE TO LINE ON 460- 480 LINE TO LINE VOLTS SYSTEM. 3. THE WORK SHOWN IS REQUIRED COMPLETE WITH SEPARATE TIME CLOCK AND TOGGLE SWITCHES FOR EACH FEEDER REFERRED TO THIS DETAIL. 4. MOUNT TIME SWITCH & TIME SWITCH BYPASS TOGGLE SWITCHES SURFACE OR FLUSH TO MATCH REMOTE CONTROL SWITCH MOUNTING. DETAIL FOR FEEDER TIME SWITCH CONTROL NOT TO SCALE DETA I LO INPUT SSWITCCHPoE120V O • r / I OR WI� OVER OUTPUT WIRING: O O HEADS (FOR REMOTE HEADS JH 4 Ly�WIRES.120 2 /10 F- I - L 6' MAX INTEGRALLY MTD. / EMERGENCY LIGHTS. INCLUDE ONLY AS MOIEEM DIRECTED LIGHT PRO.ECT,NG BATTERY UNIT Ku Lu REMOTE BATTERY SELECTION CHART REMOTE HEAD CHART / HEADS PER BATTERY BATTERY CATALOG NUMBER (LIGH TALARM) DIMENSIONS / HEADS PER LIGNTALARMS CATALOG LOCATION NUMBER 1 /0P12N1-NY 12'H x 3 1/rD x 15 1/2% 1 ELF-622 (18 1/2-H OVERHEAD) 2 W2N2-NY 12'H x 3 1/2'D x 15 1/2% 2 %E]F-622D (18 1/2'H OVERHEAD) 3 jOS12N2-NY 12'H x 7 1/2b x 25 3/4'L (19' OVERHEADS) 4 /OS12N3-NY 12'H x 7 1 x 25 3/4-L (7HP EARS) 5 ar 6 jOS12N4-NY 12'H x 7 1/rD It 25 3/4% (1B' OVERHEADS) UP 70 10 /OS12N7-NY 12"H x 7 1/2b x 25 3/4% (10' OVQBiEADS) SPECIFICATION NOTES EXPLANATIONS OF SYMBOLS 1. CERTAIN HEMS DESCRIBED HERON MAY NOT BE REQUIRED FOR THE PROJECT - THOR DESCRIPTION IS INCLUDED TO PERMIT INTERPRETATIONS TO SYMBOL DESCRIPTION IN BE MADE IN THE EVENT OF DESIGN CHANGES -- SEE FLOOR PLANS FOR EXACT SCOPE OF LIGHTING WORK BATTERY UNIT WITH NO INTEGRALLY 2• BATTERY UNITS SHALL BE COMPLETE WITH 12-VOLT SEALED NICXE.-CADMIUM BATTERY. AUTOMATIC BATTERY CHART,Eft, AMPMETO; VOLT -METER, 'TEST' AND EM MOUNTED EMERGENCY POW LIGHTS AS REQUIRED TO POWER REMOTE HEMS REM 'LAMP CUTOUT' SWITCHM CHARGE MONITOR PILOT UGH7% CONTROL AS INDICATED N PLAN EQUIPMENT FOR AUTOMATIC TRANSFER. JUNCTION BOX FOR 'SOLID' CONNECTION TO CIRCUITRY, AND MOUNTING SHELF (WHERE REQUIRED) -- CAPACITY OF BATTERY SHALL BE ADEQUATE To CARRY ASSIGNED WATTAGE FOR 2 B BATTERY UNIT WITH ONE INTEGRALLY MOUNTED EMERGENCY LIGHT HOURS WITHOUT REDUCING OUTPUT VOLTAGE 70 LESS THAN 87-1/21C OF NOMINAL EM ALARMS jIPi2N2/L12-V. RAYED VOLTAGE -- TRANSFER AND CHARGING RELAYS SHALL EI HERMETICALLY SEALED --,BATTERIES SHALL CONTAIN SUFFICIENT SPARE ELECTROLYTE SO AS TO ASSURE DEPENDABLE OPERATION FOR AT LEAST (3) YEARS WITHOUT REQUIRING THE ADDITION OF ELECTROLYTE -- BATTERY UNITS SHALL BE C BATTERY UNIT WITH TWO INTEGRALLY MINTED EMERGENCY LIGHT MANUFACTURED BY UGHTALARMS ELECTRONIC CO. OR OTHER APPROVED. INPUT VOLTAGE TO EACH BATTERY SHALL BE 12D OR 277 VOLTS AS EM ALARMS /LP12N2Al2-V REQUIRED -- REFER TO FLOOR PLANS 3 EMERGENCY LIGHTS INTEGRALLY MOUNTED ON BATTERY UNITS SHALL EACH BE D 12V EMERGENCY 'NORMAL' LIGHTINLAMP G I SOCKET IN XIURE OFFLTHEI AD ABLE SWIVEL SEALED BEAM TYPE, COMPLETE WITH WjMWAR38 EM INDICATED BY ADJACENT SYMBOL AND CALLED FOR ELSEWHERE. 4� REMOTE PROJECTING BEAM TYPE EMERGENCY LIGHTS SHALL EACH BE OF THE ADJUSTABLE SWIVEL TYPE, MOUNTED ON OUTLET BOX COVER. AND COMPLETE K WITH GE WAR38 WFL SEALED BEAM LAMP -- LIGHT SHALL BE LICHTALARMS TWO REMOTE PROJECTION BEAM iYPE ELF-BYl (OR 07HER APPROVEDA FINISHED AS DIRECTED BY ARCHITECT. EM EMERGENCY LIGHTS ON ONE CANOPY. & EACH RUN OF EMERGENCY LIGHTING SYSTEM CIRCUITRY BETWEEN BATTERY AND REMOTE HEADS SHALL CONSIST OF 2 /10 WIRES INSTALLED AS PER THE SPECIFICATIONS FOR LIGHTING AND APPLIANCE BRANCH CIRCUITRY. OUTLET BOXES SHALL BE INCLUDED FOR REMOTE EMERGENCY LIGHTS AS SPECIFIED EMERGENCY LIGHTING SYSTEM FOR NORMAL LIGHT FIXTURES EM CIRCUITRY. DETAIL OF EMERGENCY LIGHTING SYSTEM UTILIZING INDIVIDUAL BATTERY UNITS (WITH NICKEL - CADMIUM RATTERIFSI DETAILZIX\_ BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSH HWY #300 BURLWGANiNE CA - 94010 FAX ' 650 92-0181 rw�a„i N0. REVISION ..DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d 0 F_ LLI 0001, L Z w J a Z r III O SHEET OF SL— HA ADMINISTRATION BUILDING >455 AP— AP— [LP— HA-1 HA —II HA PROVIDE MANHOLE IN FEEDER RUNS AS NOTED ADMINISTRATION BUILDING 3" Tele., 3" Data, 2' Miscell. SL— HM CAR WASH & MAINTENANCE BUILDING F 30 KVA Fla AP— LM LP— HM IIIII DP— HM F� 5-�„ LIGHT & POWER RISER DIAGRAM Reffer to Schedules for Feeder Sizes. SL— HEB Incoming Services from FP & L. EXIT BOOTHS DP— HEB I I I I- PROVIDE MANHOLE IN FEEDER RUN Incoming Services to be coordinated with respective utilities. CAR WASH & MAINTENANCE BUILDING 4"Tele., 4" Data, 2" Miscell. PROVIDE MANHOLE IN FEEDER RUN MISCELLANEOUS SYSTEM ROUGHING PROVISIONS EXIT BOOTHS 2" (Each) PROVIDE MANHOLE IN FEEDER RUN i i BLUNIK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BLA JNGAME — CA — 94010 TEL 650) 92-9911 FAX (650) 692-0181 f 4 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d Z J Q H Z W 0 Q Q �U 11 Ls it L i, Ls Le 1a Ls L4 1A 3a Yo IAis is i. L >tA L 3A IN L ho 7b i< IJ L IA _:: LUMINAIRE SCHEDULE y.7 ILI lU a F%A %A SLC�. 7 '1aa LO yw .15s .: LI :Lu ,a Lo tL y ' it .0 k: 4J ILA r 1a L _= 1.7 is I IJ iA ' IA isl7 yA ya yJ y y i i 1. >w %7 L L >0 ha Ya Ys ht 7t i 4a 1/J i7 4J i i h, i L 114 3a it i L Ls io L i 14 ,A 1A 1A 1a 1A it Ls ,a L L L b h L7 to L Ls L L i, 1.1 1a L is 1A 1 ii h L *ta IA L L4 L L i, it L L< Le L L h, to 1.7 1A 1A 1a to fA L7 L7 ' U L7 La i it iA L L Le L 41 ,, to 1a 1a 1a 1. h fa iq L� [J L L 1. id i, L Lr L L L L ,A 1.7 lu 1J 1J 1. L IA L ,J L L h is L. L7 U L L h1 is is to 1y L i1 i fa � 3a "'ir iu 3J iti i. ><, ii i hs • is ti h Lt L L ie si ho i. !a> ha Ls Lf 1,a ti L, hs 10 1aA Ls 1v L 1aa La 1u 1A 11 Ls ia; :: .i, lu L> , <. Li U t7 Ls ks 1aa 1sa 1a Yt a 1,a ,l7 1W ti L ina be L L A t0 1sa to U 17 to Lo so Ua ha 5a i� ,. .,.,� .,,,. iA is ,., ,J --La �....�. .-l0..�5J_.L, - �- ..................:.:., ... ...:.-_..PRROJECT ».. >, La La 13 i+...1w IsL ' �..... L La 1A ts:,,Le 1w La \ i, ko 1a.. L is }A ;: 7 1 , Tl'LI Y ha !rr .,i, L4 Lt ; is Ls i 7 to 7s 7r7T L 1.7-L� _L 1.t to fJJ io €a ,J io h, Lo 17 ya .7 J ., h, Ls t, 1.i"' Lt b 1., ><1 it is 7 L 1a, 3n, 1ns L7 14 tV 1, Ls i "'17 L4 A %A IJ 42 IA iM IJ ito W las A 11.8 1M %J L4 'i1 L �' !ia L. V4 L F toJ 1v Ls >u t 4J it 1 >aa i7 h. " >u !v 1A is i1 ho L4 i 17 10s Ls ti< ,L L is Sa io io ib L ya >bs ha..,L+f !s 17 VANGUARD CAR .RENTAL SYMBOL_.... QUANTITY LABEL ARRANGEMENT LUMENS LLF DESCRIPTION ''' 5 SLA 40 90 (4) 107,800 0.80 LSI INDUSTRIES # 4 OFL2-WB-1000-MH-F-VOLTAGE BRZ ( ) 1000 WATT MH FLOOD, POLE MOUNT 4 0 90. 35' A.F.G:., 8 SLB 20 180 (2) 107,800 0.80 LS1 INDUSTRIES # (2) OFL2-WB-1000-MH-F-VOLTAGE-BRZ 1000 WATT MH FLOOD, POLE MOUNT 2 0 180, 35' A.F.G. SLC ?0 90 (2) 107, 800 0. 80 LSI INDUSTRIES # (2) OFL2-0-1000-MH-F-VOLTAGE-BRZ 1000 WATT MH FLOOD, POLE MOUNT 2 0 90, 36' A.F.G. -', 1.7 L i i 1+ i y .1 Ls ..:..: »,,..:. iA ti Ln , ...,7a in, i4 it'- - #aG is ,:/ fe '.i' f :: W.0 1,.s L L ............: ;. .............. .' ,. •.,,,_, ,, i „ h y So is h7 1a iu 7 L iA 1 5o fiA 1 17a iaa L 17 1 SJ to tiJ`<im 31J 11e La:i L 4J I `: ;' ::: LB 1 - ........ ,,, ._., _.._.... ...: ,.- ...,, ... , fi V ya ki y L Yr 1 t4 Ls tas 1aa LE'lu"'h1i ' 1 SLD ..., 3A 120 ' .>.._ 3 107 800 O 0.80 - - LSI INDUSTRIES # (3) OFL2�YB 1000-MH-F VQLTAGE-MH pWATT FLOOD.POLE MOUNT 4 0 12 35 A.F.G. € y is %A is SA &A is %A L 5.o i 7 1.7 L4 L< h is %J L7 A 1 L yA low 1a7 11a LC. L 1JJ I.=. is L 1 1 S , iA yo Sa it Lo ,J L I , iJ h, U 1J 10 h• ha h1 hs 7 hs 1<1 hs L L4 hs is %j 11 167 Lt W L U I, k IA 1 8 1 2 a B 41A 1 1 1.7 ,a L !A 1.7 1.7 7 1J 1.1 11 is 1.7 %A ka is IA %a 44 Ls i1 7 1J lA h1 V 1A 11 14 Ls % fs is L7 i S 1 , , Ls ,� L :L ' is is is ,� Ls to i4 ta' !a L. 1A 1.7 L. 1 L. 1J A L4 Lti ,a ht , , I STATISTACAL SUMMARY SLC';, h.t 1 1 L 1A Ls J L. p i1 lA 19 is ,a IA IJ 1.7L to L 1.7 11 1J L LU. t ,a Ls 1J 7 i. ,t L. , ,A 1A ,. L4 ,. L. ,A L7 ,� PROJECT VANGUARD CAR J "ir A ,A ,.9.�.ti-!1,it, TA LA 1A7 ,a , , .1 A LO' i a�L , - - _ __ its MO Le Ls ». IA SITE PLAN LIGHTING 11.4 ACRES SHOWN WITHIN PROPERTY LINES 1"=40' I N Vco rnI N ff n w_j w Zo 0 �z z¢ J wQ W 7 w L � F� Jw ® �z V) BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAY HWY #300 CA - 94010 TEL (650) ?92-9911 FAX (6,30- 92-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 d° u U Z w J Q I- Z W cc o� Q �V V IIL a � a� J Z a. (!) •J <Z 0 W = W Q � L> c cn J DATE JOB NO. 20454 ELlml SHEET OF GENERAL NOTES 1. UNLESS OTHERWISE NOTED,ALL LIGHTING CIRCUITS SHALL ORIGINATE FROM PANEL "LP -HA". 2. SOFFIT LIGHTING CIRCUITS ORIGINATE FROM PANEL "SL-HA", CIRCUITS 14, 15. 3. PROVIDE EXIT SIGNS WITH INTEGRAL BATTERY PACKS AND PROPER DIRECTIONAL ARROWS AS REQUIRED AND/OR AS INDICATED IN THE DRAWINGS. �; ;: t , . I ; ; ; I . 1- I � ; ;� ; ; � ; . ; ; ; . .— � � ;� ; I . ; —; . ; � ; ;� ; : . ; ; : � : ; . �.— . I I I � ; ;: ; ; . : ; ; ; :: � � . . :.:., I I . � ; � ; . . � . ; � ; . 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I - - p � ; ; I c I I ; I I ; � - . � I ; I ; 1 5 � ; � : : . I . . . � ; ; . ; ; I . ; . ; ... 1% - . m . - . : ; I - . - .,-. /- .. - - .--.- . �.. . d�' , ...... , "I'- :1 . . . � I . � - - -. . ' � ..... - 1. �� . . . :. . . % ,, . . - � : : - i ; I ; . ; ; . - I ; . : I - ; ; . : I - i : . - : p � ; ; ; : ; I ; . ; ; . . ; ; ; . . � ; . ; ; ; ; - i . : . : : ; . ; ; ; ; ; . : I . ; - ; ; I ; - : ; . ; . : : ; ; I ; � ; ; ; . I : - ; � ; ; i - ; - - ; � ; . ; ; ; - ; ; ; i a ; � . ; ; ; ; : ; ; : . � ; ; � ; . ; ; � ; . . . ' � ..._ ADMINSTRATION BUILDING LIGHTING FLOOR PLAN N IL I V) � N IY " e W � Zo 0 ()z ZJ Wo o w IZ w FV) Jw D z in ZF Uw U N I LI BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHCME HWY #300 CA - 94010 ?�0TEL (650)� 692-9911 FAX 692-0181 .,,,r°-'\ �? .1 1W - , . r, 11.�' � � I - I I '�' -11-� NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O 1 r mi 11 a a UC cr 0 Lu J 0 V W Z I w _! Z a - oz z _a w � .j a:m a. 5 cc z Cr. as O O >V � O 8o a LL CE cc cc a= I — Z U a LZ .P 4 Z �d 2 m a U. a a u> 01 a .j DATE JOB NO. 20454 EL21 SHEET OF H CAR WASH MAINTENANCE BUILDING FLO �t 9 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1SSS BAYSHORE HWY 4#300 SLAWNGAME —�CA — 94010 TEL (650) t92-991r1 FAX (W),492-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR OTHER ANY INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 11 ■ z 0 z w z F- < z z LLJ Lu cc F- z z Z J = a. < LL cr) 0 U � Z 0 z 0 cr. zQ a curl. > DATE JOB NO. 20454 EL12.1 SHEET OF i SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA aSSS BAY HWY 0300 MEJCA - 94010 TM ("0 6 2-9911 FAX( 50 2-Oa81 I° NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT b d' II d Z w J Q H Z W cc o� 0 a �V Z LL Q as LL J a v� o W Z o W w Q ~ o cc > v co IL DATE JOB NO. 20454 EPlml SHEET OF ADMINSTRATION ING General Notes 1. UNLESS OTHERWISE NOTED, ALL POWER CIRCUITS SHALL ORIGINATE FROM PANEL "AP -LA" (SECTION 1OR II). u � V8*mT-0' JW 41 D z 4 In d BLUNK DEMATTEI ASSOCIATES I. ARCHITECTS AIA 1555 BAY HWY #300 CA — 94010 TEL (650) 92-9911 FAX (yWl- 692-0181 ........... .. .......... .. .......... .. .......... .. ......... ... ......... ... ............. ............. ............. ....... ......... .. .......... .. .......... .. .......... .. .......... .. ..... ........................................................................................................................... . .. .......... .. . . . ........ .. ......... .. . . . . .. ........ . ........ .. ........ 1, ................................................................................................ .. . .......... �-1111� ... . . .... 7 ............... ........... .... AF 2 ................... ........ . . . ...... ................. ------------ no CAR WASH MAINTENA NCE BUILDING POWER FLOOR PLAN . . . .. .......... .. .......... .. ......... .. ...... .. .. ....... -- ....... . .. .......... ... ..... . .. . ... ........... .. .......... .. ... .............. ....................................................................................... .................. ................ - ...................... BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA ISSS BAYSHORE HWY #300 113L)RILINCiAME - CA - 94010 TEL (650) ir. 92-9911 FAX (5 92 -0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND THEM WITH THE CONSTRUCTION COMPARE DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 11 z D z m W, Lu z < W Z Lu z �- a a a: L) 2 0 � _ o-' LL oC LL a Q D LL a: 0 Lu z a: W 0 m> 0) () 0. DATE JOB NO. 20454 EP12.1 SHEET OF PLUMBING SPECIFICATION A. GENERAL SYMBOL DESCRIPTION 1. THE PLUMBING CONTRACTOR SHALL PERFORM ALL WORK IN 3. INSTALLATION PROCEDURES, METHODS, AND CONDITIONS SHALL ACCORDANCE WITH THE LATEST STANDARDS OF THE STATE OF COMPLY WITH THE LATEST REQUIREMENTS OF THE FEDERAL --- SAN - -- SANITARY SEWER BELOW GRADE FLORIDA PLUMBING CODE AND THE LOCAL PLUMBING CODE. OCCUPATIONAL SAFETY AND HEALTH. ACT (OSHA). 2. THE PLUMBING CONTRACTOR SHALL REFER TO THE STRUCTURAL, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION SAN SANITARY SEWER ABOVE GRADE ARCHITECTURAL, ELECTRICAL, HEATING AND VENTILATION DRAWINGS, AND FILING UNTIL THE INSTALLATION HAS BEEN APPROVED BY THE ALSO ALL OTHER DRAWINGS ASSOCIATED WITH THE PROJECT PRIOR AUTHORITIES HAVING SUCH JURISDICTION. -- -- ST - - - STORM WATER PIPING BELOW GRADE TO THE INSTALLATION OR ROUGHING IN, FOR COORDINATION AND D. GUARANTEES AND CERTIFICATIONS RW RAINWATER EXACT LOCATIONS. PIPING ABOVE GRADE 1. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM LEAKS OR DEFECTS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR HUNG CEILING HEIGHTS ANY DEFECTIVE MATERIALS OR WORKMANSHIP AS WELL AS DAMAGE TO THE COND CONDENSATE PIPING AND CONSTRUCTION. WHERE WORK BETWEEN THIS DRAWING AND WORK OF ALL TRADES RESULTING FROM SAME SHALL BE REPLACED OR ARCHITECTURAL PLANS ARE IN CONFLICT, ADVISE PRIOR TO REPAIRED AS DIRECTED FOR THE DURATION OF STIPULATED GUARANTEED _ VENT PIPING INSTALLATION OF PIPING. PERIODS. COLD WATER PIPING 4. THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL INTENT OF THE SYSTEMS. EXACT ROUTING OF PIPING SHALL BE 2. THE DURATION OF GUARANTEE PERIODS FOLLOWING THE DATE OF HOT WATER PIPING DETERMINED IN THE FIELD. BENEFICIAL USE OF THE SYSTEM SHALL BE ONE YEAR. BENEFICIAL USE IS DEFINED AS OPERATION OF THE SYSTEM TO OBTAIN ITS INTENDED USE. - >< GATE VALVE 5. BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING.CONDITIONS AND DIFFICULTIES THAT WILL AFFECT 3• THE DATE OF ACCEPTANCE SHALL BE THE DATE OF THE FINAL -��I--- BALL VALVE WORK OF THIS SECTION. NO EXTRA PAYMENT WILL BE ALLOWED FOR PAYMENT FOR THE WORK OR THE DATE OF A FORMAL NOTICE OF ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS ACCEPTANCE, WHICHEVER IS EARLIER. C ELBOW TURNED DOWN THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER. 4. CERTIFICATION SHALL BE SUBMITTED ATTESTING TO THE FACT THAT r' ELBOW TURNED UP SPECIFIED PERFORMANCE CRITERIA ARE MET BY ALL ITEMS OF PLUMBING 6. IT IS NOT THE INTENTION OF THESE DRAWINGS THAT EVERY HANGER, EQUIPMENT. TEE TURNED UP OR DEVICE BE SHOWN. ALL SUCH ITEMS SHALL BE FURNISHED AND E. MATERIALS INSTALLED AS MAY BE NECESSARY TO COMPLETE THE PLUMBING '1 TEE TURNED DOWN SYSTEMS AS USUALLY GIVEN TO THE TRADE AND TO THE 1. SANITARY AND VENT PIPING ABOVE GROUND: SATISFACTION OF THE ARCHITECT. I�------ FLOOR CLEAN OUT 7. GUARANTEE ALL MATERIALS, ITEMS OF EQUIPMENT AND a. 2 INCHES IN DIAMETER AND LARGER: NO -HUB CAST IRON PIPE WORKMANSHIP FURNISHED UNDER THIS SPECIFICATION SHALL CARRY AND FITTINGS. �0�------ EXTERIOR CLEAN OUT THE STANDARD WARRANTY AGAINST ANY DEFECTS IN MATERIAL AND b. 1-1/2 INCHES AND SMALLER: DWV COPPER TUBING WITH DWV WORKMANSHIP OR DESIGN FOR A PERIOD OF ONE YEAR AFTER DRAINAGE FITTINGS FOR WASTE AND WROUGHT COPPER PRESSURE & TEMPERATURE RELIEF VALVE ACCEPTANCE OF THE INSTALLATION AND ANY DEFECTS WHICH MAY FITTINGS FOR VENTS, SOLDER 50-50 TIN -ANTIMONY. DEVELOP WITHIN THAT PERIOD SHALL BE MADE GOOD AT THE EXPENSE �I� --- �---- VENT THROUGH ROOF OF THE PLUMBING CONTRACTOR. 2. WATER PIPING: � 8. BEFORE STARTING WORK OF THIS SECTION, VISIT SITE AND EXAMINE a. COLD WATER PIPING ABOVE GROUND: TYPE "L" COPPER WITH SHOCK ARRESTER CONDITIONS UNDER WHICH WORK MUST BE PERFORMED INCLUDING - WROUGHT COPPER OR CAST BRONZE SWEAT FITTINGS. SOLDER "SILVER � PREPARATORY WORK DONE UNDER OTHER SECTIONS OR CONTRACTS BRITE 100" MFG. BY ENGLEHARD CORP., MANSFIELD, TRAP PRIMER OR BY OWNER. REPORT CONDITIONS THAT MIGHT AFFECT WORK MA OR "STAY SAFE 50: MFG. BY J.W. HARRIS CO., CINCINNATI,OH. ® FLOOR DRAIN ADVERSELY IN WRITING THROUGH CONTRACTOR TO ARCHITECT. DO F. INSULATION NOT PROCEED WITH WORK UNTIL DEFECTS HAVE BEEN CORRECTED ® GARAGE DRAIN AND CONDITIONS ARE SATISFACTORY. COMMENCEMENT OF WORK 1. COLD AND HOT WATER PIPING -- 1/2 INCH THICK FIBERGLASS WITH SHALL BE CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING VAPOR BARRIER AND 50/25 SMOKE AND FLAME RETARDANT ALL ROOF DRAIN CONDITIONS AND PREPARATORY WORK. PURPOSE JACKET. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL G. TESTING --Ff- WALL HYDRANT CONNECTIONS TO THE PLUMBING.SYSTEMS. 1. FURNISH ALL LABOR, MATERIAL, INSTRUMENTS, SUPPLIES AND 10. INSTALL SHUT OFF VALVES ON ALL BRANCH PIPING AND ON ALL SERVICES AND BEAR ALL COSTS FOR THE ACCOMPLISHMENT OF THE SUPPLY PIPING TO INDIVIDUAL FIXTURES AND EQUIPMENT. VALVES TESTS HEREIN SPECIFIED. CORRECT ALL DEFECTS APPEARING UNDER SHALL BE ACCESSIBLE. TEST AND REPEAT THE TESTS UNTIL NO DEFECTS ARE DISCLOSED; LEAVE THE EQUIPMENT CLEAN AND READY FOR USE. 11. PLUMBING CONTRACTOR SHALL SUBMIT FOR APPROVAL ALL MATERIALS; PIPING, HANGERS, PLUMBING FIXTURES, ETC. PRIOR TO 2• THIS TRADE SHALL, DURING THE PROGRESS OF THE WORK OR UPON ITS PURCHASE OR INSTALLATION. COMPLETION AS ORDERED MAKE SUCH TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, BUILDING DEPARTMENT INSPECTORS, AND 12. EXPOSED PIPING SUPPLYING FIXTURES SHALL BE CHROME PLATED. ANY OTHER AUTHORITIES HAVING JURISDICTION. B. SCOPE OF WORK 3. ANY DEFECTS OR DEFICIENCIES DISCOVERED AS A RESULT OF TESTS SHALL BE IMMEDIATELY REPAIRED AND TEST SHALL BE REPEATED LINE No. DRAWING No. TITLE 1. PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR FOR THE COMPLETE UNTIL THE TEST REQUIREMENTS ARE FULLY COMPLIED WITH. EXECUTION OF THE WORK AS HEREIN DESCRIBED, INCLUDING GENERALLY, BUT NOT LIMITED TO THE FOLLOWING: 4. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO KEEP 1 PO.1 GENERAL NOTES, SYMBOLS & SCHEDUL RECORDS ON ALL TESTING OF SYSTEMS. 2 PO.2 PLUMBING DETAILS a. COMPLETE SANITARY DRAINAGE AND VENTING SYSTEM , SERVICING PLUMBING FIXTURES. 5. THE TESTING PROCEDURES LISTED ARE THE MINIMUM REQUIRED, ANY 3 4 P2.1 P2.2 ADMIN BLDG PLUMBING PLAN ADMIN BLDG PLUMBING RISER DIAGRA b. COMPLETE COLD AND HOT WATER SUPPLY SYSTEM SERVICING JURISDICTIONAL CODES THAT CALL FOR ADDITIONAL REQUIREMENTS PLUMBING FIXTURES. SHALL NATURALLY BE DONE. 5 P12.1 CAR WASH MAINT BLDG PLAN e. NEW GONNEGTIONS TO EXISTING WASTE, VENT, AND GOLD WATER RISERS AS fNgieATED 6. THE DOMESTIC WATER SUPPLY SYSTEMS SHALL BE TESTED TO A 6 P12.2 CAR WASH / MAINT BLDG RISER DIAG eN . HYDRAULIC PRESSURE EQUAL TO 1-1/2 TIMES THE NORMAL C. CODES. PERMITS AND INSPECTIONS OPERATING PRESSURE BEFORE BEING ENCLOSED AND BEFORE NON- CONDUCTING COVERING IS APPLIED. ALL LEAKS OR DEFECTS 1. ALL REQUIRED PERMITS, APPROVAL AND INSPECTION CERTIFICATES INDICATED BY TESTS SHALL BE REPAIRED OR REPLACED WITH NEW SHALL BE OBTAINED, PAID FOR, AND MADE AVAILABLE AT THE MATERIAL. RUN TEST WITHOUT A LOSS OF PRESSURE FOR A MINIMUM OF TWO HOURS. COMPLETION OF THE WORK. 2. ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO THE 7• ALL EQUIPMENT SHALL BE TESTED AND ADJUSTED WHERE REQUIRED APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE TO ASSURE PROPER OPERATION. GOVERNED BY THE APPLICABLE SECTIONS OF THE OVERALL NATIONAL FIRE CODE, AS PUBLISHED BY THE NATIONAL FIRE PROTECTION 8• BEFORE BEING PLACED IN SERVICE, ALL NEW DOMESTIC WATER MAINS ASSOCIATION (NFPA). AND VALVES SHALL BE CLEANED, FLUSHED AND DISINFECTED BY THE CONTRACTOR IS STRICT CONFORMANCE WITH THE LATEST REVISED EDITION OF AMERICAN WATER WORKS ASSOCIATION STANDARD C 601 FOR DISINFECTING WATER MAINS. PLUMBING SYMBOL LEGEND SAN SAN RW RW COND V CW HW GV BV ON UP UP DN FCO ECO PTV VTR FD GD RD WH DESCRIPTION ABOVE FINISHED FLOOR BELOW FINISHED FLOOR CONTINUATION DRAWING NOT IN CONTRACT RAINWATER PIPE NOT TO SCALE RAINWATER LEADER REDUCED PRESSURE BACKFLOW PREVENTER WALL CLEANOUT WATER CLOSET URINAL LAVATORY SINK ELECTRIC WATER COOLER MOP SINK INVERT ELEVATION ABBREV AFF BFF CONT DWG NIC RW NTS RWL RPBP WCO WC UR LAV SK EWC MS I.E. co N In 04 N it e W W Zo 0 �z Zw Wo �w Zw -I- V) a �z V) IL Z F- Ow U N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA j. 1555 BAYSIOR HWY #300 BURLINGAME - CA - 94010 TEL (650) 692-99" FAX (650) 692-0181 f m m I i NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d z J O w J W � Z W Qd ir c w w a O �i V z LL �a LL J a V 0 Q a W _j �Z m 0 Z zQ T > ca W 0 DATE JOB NO. 20454 Pool SHEET OF DRAIN SCHEDULE STRAINER MANUFACTURER TAG DESCRIPTION NAME & MODEL NO. NOTES TYPE SIZE WITH UNDERDECK CLAMP, SUMP RD-1 ROOF DRAIN CAST IRON 15" DIA. ZURN ZC-100-C-R-EA RECEIVER, & ADJUSTABLE EXTENSION FD-1 FLOOR DRAIN NICKEL BRONZE 6" DIA. ZURN ZN-415-6B-P TOILET & SHOWER ROOMS FD-2 FLOOR DRAIN CAST IRON 9" DIA. ZURN Z-508-Y-P MECH. ROOMS WITH SEDIMENT BUCKET FD-3 FLOOR DRAIN CAST IRON 9" DIA. ZURN Z-508-P / Z-328-6 MECH. ROOMS WITH FUNNEL CO CLEANOUT BRONZE PLUG NA ZURN Z-1440-BP BRONZE PLUG COORDINATE W/FLOOR RQMTS FCO FLOOR CLEANOUT NICKEL BRONZE DIA. VARIES ZURN ZN-1400-BP USE -X TOP W/RECESS FOR TILE COVER USE -Y TOP W/RECESS FOR TERRAZZO WCO WALL CLEANOUT BRONZE PLUG 9" SQ. ZURN ZN-1447-BP COVER 9" DIA. ECO EXTERIOR CLEANOUT BRONZE PLUG CAST IRON ZURN Z-1474-IN HOUSING AG AIR GAP FITTING NONE NA ZURN Z-1025 NOTES: 1. DRAINS AND CLEANOUTS MANUFACTURED BY JOSAM, MIFAB, J.R.SMITH AND WADE SHALL ALSO BE ACCEPTABLE. 2. ALL FLOOR DRAINS SHALL BE PROVIDED WITH DEEP -SEAL TRAPS AND TRAP PRIMER CONNECTION. FINISHED FL 7 FLOOR CLEANOUT, SEE DRAIN SCHEDULE IRON CLEANOUT DOWN TO COMB. WYECAST COMB. OR ELBOW. STORM OR SANITARY DRAIN, SEE PLANS Vsc OOR ��LE�ANQ_UT�F_C� 24"x24%6" CONCRETE PAD GRADE -0' CAST IRON CLEANOUT — FERRULE WITH NEOPRENE GASKETED BRONZE PLUG. KEY O1 GATE VALVE O2 CHECK VALVE O UNION ® TEMPERATURE & PRESSURE RELIEF VALVE O5 BLOW —OFF SPILL TO SAFE WASTE © AIR VENT O7 THERMOMETER ® EXPANSION TANK SCHEMATIC ELECTRIC WATER HEATER DETAIL SCALE: NTS CLEANOUT ACCESS HOUSING 717 1 u u STORM OR SANITARY DRAIN, SEE PLANS :XTERIOR CLEANOU' SCALE: NTS SLEEVE 4 SEAL THR CAST IRON CLEANOUT RISER DOWN TO CAST IRON COMB. WYE & 1/8 BEND OR ELBOW. PLUMBING FIXTURE SCHEDULE LINE TAG FIXTURE DESCRIPTION MINIMUM CONNECTION REQUIREMENTS ELEC POWER MTG. HGT. RIM TO NOTES NO. REQUIRED FIN. FLR. TYPE MFR. & MODEL No. ROUGH -IN FINAL DRAINAGE (VOLT/PH) (INCHES) FIXTURE TRIM CW HW CW HW SAN VENT 1 WC-1 WATER CLOSET AMERICAN-STANDARD SEAT - CHURCH 9500C 1-1/4" NR 1" NR 4" 2" NR 17" FLOOR MOUNTED, ACCESSIBLE ACCESSIBLE 3043.102 FLUSH VALVE MANUAL OPERATED FLUSH VALVE MADERA 17" H SLOAN ROYAL No. 111 2 WC-2 WATER CLOSET AMERICAN-STANDARD SEAT - CHURCH 9500C 1-1/4" NR 1" NR 4" 2" NR 14-1/8" FLOOR MOUNTED 2234.015 FLUSH VALVE MANUAL OPERATED FLUSH VALVE MADERA SLOAN ROYAL No. 111 3 L-1 LAVATORY AMERICAN-STANDARD FAUCET - AMER-STD 2385.006 1/2" 1/2" 3/8" 3/8" 1-1/2" 1-1/2" NR 34" *COUNTERTOP MOUNTED, SELF RIMMING .0475.047 SUP & TRAP - McGUIRE No. PW215OWC 0.5 GPM VANDAL -RESISTANT FAUCET AQUALYN STRNR/TPIECE - McGUIRE No. 155A2 4 L-2 LAVATORY AMERICAN-STANDARD FAUCET - SLOAN ETF-600-2-LT 1/2" 1/2" 3/8" 3/8" 1-1/2" 1-1/2" NR 34" WALL MOUNTED, ACCESSIBLE .0356.421 SUP & TRAP - McGUIRE No. PW215OWC 0.5 GPM VANDAL -RESISTANT FAUCET LUCERNE STRNR/TPIECE - McGUIRE No. 155A2 5 UR-1 URINAL AMERICAN-STANDARD FLUSH VALVE 1-1/4" NR 1" NR 2" 1-1/2" NR 17" WALL MOUNTED, ACCESSIBLE ACCESSIBLE 6601.012 SLOAN ROYAL No. 186-1 MANUAL OPERATED FLUSH VALVE LYNBROOK 6 UR-2 URINAL AMERICAN-STANDARD FLUSH VALVE 1-1/4" NR 1" NR 2" 1-1/2" NR 24" WALL MOUNTED 6601.012 SLOAN ROYAL No. 186-1 - MANUALOPERATEDFLUSH VALVE LYNBROOK *FLOOR MOUNTED 7 MB-1 MOP BASIN FIAT FAUCET - FIAT No. 830-AA 3/4" 3/4" 3/4" 3/4" 3" 1-1/2" NR * PROVIDE WALL HANGER ASSY. FOR TSB-3011 MOP ,& BROOM 32" x 32" x 12" HIGH * 1/4 HP 120V/1 8 EWC-1 ELECTRIC OASIS SUPPLY &STOP - McGUIRE No. 2165LK 1/2" NR 3/8" NR 1-1/2" 1-1/2" 120V ** **WALL MOUNTED, ACCESSIBLE HI/LO WATER COOLER P8AMSL P-TRAP - McGUIRE No. 8912 RECEP.* HI = 40"/LO = 34-1/2" STAINLESS STEEL FINISH CABINET 9 SK-1 BREAK ROOM ELKAY FAUCET - ELKAY No. LK-232-S 1/2" 1/2" 3/8" 3/8" 1-1/2" 1-1/2" NR * *COUNTERTOP MOUNTED, SELF RIMMING SINK LR-2522 STRNR/TPIECE - ELKAY No. LK-335 LUSTERTONE SUP & TRAP - McGUIRE No. PW2150 10 ES-1 EMERGENCY HAWS CORP. HAWS CORP. 3/4" 3/4" 3/4" 3/4" 3" 1-1/2" NR 34" WALL MOUNTED, ACCESSIBLE STATION 77608T 9201 THERMOSTATIC EYE/FACEWASH MIXING VALVE 11 HB HOSE BIBB WOODFORD NONE 3/4" NONE 3/4" NONE NR NR NR 36" INTEGRAL VACUUM BREAKER MECH. ROOMS 24 12 WH WALL WOODFORD NONE 3/4" NONE 3/4" NONE NR NR NR 24" BACKFLOW PROTECTED HYDRANT IN HYDRANT B67 ABOVE BRASS BOX WITH LOCKABLE COVER GRADE NOTES: 1 PLUMBING FIXTURES MANUFACTURED BY KOHLER, CRANE AND TOTO, WILL ALSO BE ACCEPTABLE. WATER HEATER SCHEDULE TAG LOCATION STORAGE (GALS) RECOVERY FINAL TEMP ELECTRICAL DATA MANUFACTURER NAME & MODEL NO. EXPANSION TANK NOTES INPUT - KW VOLT PH VOLUME GALS MANUFACTURER NAME & MODEL NO. GPH TEMP RISE WH-1 ADMINISTRATION BUILDING JANITORS' CLOSET ROOM No. 110 50 41 60 F 110 F 6 208/3* A.O.SMITH DURA POWER MODEL No. DSE-50 4.8 ZURN/WILKINS WXTP-18 *SEE NOTE 1 WH-2 CAR WASH MAINTENANCE BLDG JANITORS' CLOSET ROOM No. 114 30 20 60 F 110 F 3 208/3* A.O.SMITH DURA POWER MODEL No. DSE-30 2.1 ZURN/WILKINS WXTP-8 *SEE NOTE 1 NOTES: 1 PROVIDE A SINGLE CIRCUIT AT 20A 120V/1 AT EACH WATER HEATER LOCATION FOR CONTROLS. FLOOR DRAIN W/ ADJUSTABLE STRAINER ZAP PRIMER )NNECTION -TRAP COLD WATER SUPPLY FROM NEAREST LAVATORY OR SINK PRIMER VALVE FLOOR DRAIN, SEE DRAIN SCHEDULE . . 4 SLEEVE & SEAL SEAL THRU SLAB TRAP PRIMER CONNECTION MIN. 3" WASTE PIPING DEEP SEAL P-TRAP METHOD-"B" TO BE USED ONLY WHERE METHOD —"A" CANNOT BE APPLIED FINISHED FLOOR PIPING PREFERRED METHOD -"A" (ACCORDANCE WITH ST JOHNS WATER MANAGEMENT DISTRICT REQUIREMENTS) n FLOOR DRAIN DETAIL WITH TRAP PRIMER SCALE: NTS WATER SHOCK ARRESTER SCHEDULE PDI SIZE MIPS THREAD DIMENSIONS VOLUME (CU. IN.) FIXTURE UNIT CAPACITY L W A 1/2" 6 1/2" 1 3/8" 5" 1-11 B 3/4" 8 3/4" 1 3/8" 7" 12-32 C 1" 11" 1 3/8" 11" 33-60 D 1" 10 1/8" 2 1/8" 20" 61-113 E 1" 12 5/8" 2 1/8" 29" 114-154 F 1" 15 1/8" 2 1/8" 36" 155-330 NOTE 1. WATER HAMMER ARRESTORS SHALL BE IN ACCORDANCE WITH ANSI/ASSE STANDARD 1010-96. NATER SHOCK ARRESTOR DETAIL .T.S. co N 00 In N ff M BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BIJRLYVGAME CA — 94010 TEL (650) 692-9911 FAX (650) 692-0191 NO. REVISION DATE, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT V Z w J J F— Z W W o cc •0 -Q Z a }v F— a� LL W Cl Z O Ilsonst wQ V Ix > co DATE JOB NO. 20454 POm2 SHEET OF 4" SANITARY DI I T I T1 T AI/% 110 A T AI . UnD ADMINSTRATION BUILDING PLUMBING PLAN 2 V INCOMING WATER SERVICE, FOR CONTINUATION SEE SITE UTILITY DRAWINGS. DRYWELL UNDERGROUND REFRIGERANT PIPING AND CONDENSATE PIPE. 1 , 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA I 1SS5 BAYSHCXU HWY #300 — CA — 94010 Tm (650) 692-9911 FAX (630) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR OTHER ANY INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ■ U z J 0 z a - z F- o a z w =� °C z z o 0 m LL a� LL 20 az o O a z p LL m> a DATE JOB NO. 20454 P201 � SHEET OF �WC EWC . WH „ Y2 ,� 3Y4 n 4" SANITARY BUILDING DRAIN bl� FOR CONTINUATION SEE SITE UTILITY DRAWINGS \ 1" 1 Y2 �• y2„ -I b b � UR-1 1„ �� UR-2 , 2" TYP I CAL r �4 \ • 1Y2„ \\ 1Y4„ • r we-2 rWc- /4 2 2 we 1 \ I � b 3 „ 1Y4„ —2" L-1 Y4 r ,�\ 2„ J 2 WC-2 y„ Y2 we-2 ' we-2 1Y4„ / b \ WC 2 fj L_2 "_�� • b� 1Yz � L— y2» �. 2 WC-1 3Y4„ Y2 Y„ 3Y4„ Y4 1" 1Y 1" ( �--- 4 „ \ 2' l �- 4 WC-1 �\ 2 HB 3Y 2 4 /" _1Y „ 1,Y4 4 lY " 2' / wc-1,� WH 2y „ WC-1 / UR-1 ►1 L_1 1Y" L-2 WH \ WC-2 I \ y2 i\ I� 1Y2 .� /l 4" 1y4„ b 1" 2Y2" INCOMING WATER SERVICE, FOR MB-1 1Y4 Y2 „ L=1 CONTINUATION SEE SITE UTILITY " DRAWINGS SK-1 J. o � �NlTARYWASTE &VENTnlr� nAIr%DAkA 1 11 IIVV WH-1 NTS 2 DOMESTIC WATER nlniklr, MAI(%DAwA NITS ADMINISTRATION BUILDING PLUMBING RISER DIAGRAMS BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 B"SHORE HWY #300 BURLNGAME — CA — 94010 TEL (650) 692-9911 FAX (650) 692-0161 NO.I REVISION I DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT e b 1 9-- I ■ CR C3 Z — Z w z Q — Z J W c m cr) 16. Z Q 0 Q �V H Q 4QLL c C'3 — LLJ Z o co a� > <C DATE JOB NO. 20454 P2m2 SHEET OF . . .. . ........ . ...... .... .... .. .......... .. .......... .. .......... .. .......... . .......... .. .......... . .......... . .......... . ........... . .......................... .. ............. .......... .. .......... .. .......... .. .......... .. ... ... .. ......... .......... . .......... .. ..... . .......... .. ...... . .. .......... ... ......... . .......... . .. ........ ..... .. .. ....... .. .......... .. ...... . .......... . .......... .. . ...... ............. .......... .. ......... .. .......... .. ... ...... .. .......... .. .......... . .......... .. .......... .. .... . .......... .. ......... ... .. .......... ............. ................. ...... .. ......... .. ........ . .. ........ ..... ....... .. .......... .. ...... .......... .. .......... .. ............. ... .......... .............. .. ............. .......... .. ...... ........ .. .......... .. .......... -Y4" CW DOWN WH ALONG WALL . . ......... - — ---- .............. .. ......... ........ ............................................... . . . . . . ....... .............................................................................................. .......... ....... ............ ....................... . . .............. .......... ... . ..... ... .... ..... .... .... ........ .... ......................... ..................................... ............ ............ .......................... ............ .......................................... ......................................................................... ..... ...... ................ . . ...... . .... . Pfl ELB ...... .................... ................... ............ VJ HW CW i .................. DOWN THRU K.1 r. WALL 2" WASTE & 6NI FCO VENT.DOWN is . ......... . . ........ . FOR DETAILS OF SA ND & GR I T ....... ... INTERCEPTORS, RECEIVING SUMPS, 4 ............. .... ....... ......... mom ETC., FOR CAR WASH AREA SEE _J .............. CAR WASH EQUIPMENT DRAWINGS . .. .... . ............ 4 vi ................. .... ............ . . ............. . .............. Y4- CW DO ........... YA" CW DOWN THRU WALL THRU WALL V 6 y 6" 2%- INCOMING WATER (2) ........... . . ....... �4 1 . - ...' f, FD _EWC"2� . ... ........... . SERVICE, FOR �'FD� 1 4! .. ....... 9 .................. . . . . ........... . . ....... . . . ............ .............................. WH CONTINUATION SEE ................. , URA i� SITE UTILITY DWGS .. ............ .. ............... .......... ............ FEN . . .. .. .... WASTE & VENT . ..... DOW N THRU WALL ... . . .... UNDERGROUND 49'FD-72 6 RPZ TYPE BACKFLOW R3EFRIGERANT PIPE . . .............. . ..... .............. PREVENTER FOR CAR WASH, ....................... FOR CONTINUATION SEE .......... ............. ................... .... .... ...... ...... ..... 4" CAR WASH EQUIPMENT . ................. 2's ACU-2 ..................... 2" DRAWINGS . ............. CONDENSATE PIPE DEP TO DRYWELL 2 ... ............ ...... ...... ...... V� 2' -y4" DRYWELL ......... ..... ...................... .... ... .............. ..... . ..... FEE WGS .......... .. ...... ...... .... ........ .................. . ..... ;Y4' CW DOWN ALONG WALL HB....... .. .......... .............. . .......... ..................... .............. ...... ....................................... ......... .. . . ............................................ . ............. . ......................... .............. ............ ....................................................................... ........................ .. ....... . . . ......... .................. ............ .............. ............ ..................................................................................... I ............. 6" WASTE FROM CAR WASH EQUIPMENT, FOR CONTINUATION SEE SITE UTILITY DRAWINGS LLJ A V) IL BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 13AYSHORE HWY #300 BL)RIJNGAA4E — CA — 944DIO TEL (650) 692-991" FAX (650) 692--0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH DOCUMENTS ACTIVITIES. THE CONSTRUCTION BEFORE COMMENCING ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT a C) 0 LLJ co 0 z Z 0 D z j M a. J W cr 0 0 z I < 0 z Z J w w LL cr F— 0 16- Z LL oc cf) a Q< _LL w 0=) z o cr. z < LL z w > DATE JOB NO. 20454 P1201 SHEET OF - N n D J r JANITOR �\ \ 1 44 1Y2" » BREAKROOM MB-1 / \ BREAKROOM \ 1 66 2 FCO o 4» I I/ j4 ( a I \ \ 3"x4" VTR 2 �a 2» 2,. 3 ' 1 » i WATER Y?j � � I •� HEATER lY WH-2 4" 2 � � � / SK-1 ' li WOMEN � I » 4" 115 {�.� lY2 &4" FD .:.1 JAN140R . ,I� . EWC,.2,: WOMEN I � / MEN - y2„�3/ » FCO WC 2 4 2 V 113 2" �r e � 2Y • \ �'� � / » \` 4„ BUR 1.J 4 2" W , I TIRES 2 `I. 118 MEN r' 4» l\`� J WC-1 11� 1Y2' /�1y2" �Idl i4 113 MAINTENANCE „ \'d BAY 2Y2» INCOMING 1Y4 I� Ibl 110 4" iWATER SERVICE WC-1 �• / � FOR .CONTINUATION 2Y � „ SEE SITE UTILITY 2 DRAWING /4°-3/4' 4" SANITARY BUILDING DRAIN, FOR 2" CONTINUATION SEE SITE UTILITY DRAWINGS. 1100*' EWC-2�HB / HB WH SANITARY WASTE & VENT 1Y2" CW, SEE CAR WASH Ibl EQUIPMENT DRAWINGS PIPING DAIGRAM , NTS 2 1Y2 RPZ BACKFLOW Ibi-" bl X1 PREVENTER / I 2»� d /. 4 "Olea �/ CAR WASH / I 101 I 3 MAINTENANCE Ibl /4 I \� BAY 110 1Y2 INDIRECT WASTE 3/4" �TO FLOOR DRAIN 4 FD-3 WH CAR WASH/MAINT BUILDING PLUMBING RISER DIAGRAMS HB WH V OMESTIC WATER PIPING DAIGRAM NTS co N Vco ) N 0 M W 1—w Zo �Z Z� Wp �W Zw ® Of Ft/-) Jw ea z Zi-- 0w Uo N BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLYVGAME — CA — 94010 TEL (650) 692-9911 FAX (650) 692-0181 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS THEM WITH AND THE CONSTRUCTION COMPARE DOCUMENTS ACTIVITIES. OR ANY OTHER BEFORE COMMENCING ERRORS OMISSIONS DISCOVERED INCONSISTENCIES SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d z w z J 0 Q Q J W m Q cc � F— O w >- co 0 LLLL LL aZ O cc > t� a DATE JOB NO. 20454 P12,2 SHEET OF OVERFILL ALARM -_ VLLULK KUU I D-4 D-3 D-2 D-1 PANEL GASOLINE GASOLINE GASOLINE GASOLINE DISPENSER DISPENSER DISPENSER DISPENSER 1 1 (DUAL HOSE) (DUAL HOSE) (DUAL HOSE) (DUAL HOSE) � i I U) U DISPENSER 1 1 0 E� r7 HOOK ISOLATION - PUMP CONTROLLERorf 1 > 1 I 1rfin 1 1 I 1 I 1 1 c c c c ABOVEGROUND UNDERGROUND I I I (DISPENSER SUMP, a I I I TYP. I i ry I 1 I I I i i I i I I J------ ------- J ------t �---- ------ SS-s I 1— --- ss-s I I----- SS-4 I �— SS. 1 1— 1 I I I I L--------I-------- I — -- -1- --1 -i ---------- —� a-- —=--------- i� -E- — ----------� i 1 1 I------ 1 1 1 -------------i— ------------6- I. I 1 1 G-2-FRP-DC G-2-FRP-DC G-2-FRP-DC//-G-2-FRP-DC i 1 ABOVEGROUND UNDERGROUND LINE DESIGNATION Ste\ / DC - DOUBLE -CONTAINED G-2-FRP-DC PRODUCT MATERIAL A - AIR CS - CARBON STEEL VAC - VACUUM CSG - CARBON STEEL, GALVANIZED G - GASOLINE CS2 - CARBON STEEL, SCH. 80 V - VENT SS - STAINLESS STEEL VR1 - VAPOR RECOVERY, CU - COPPER TUBE, TYPE K STG. L ZINC - ZINC TUBING W- WATER FRP - FIBERGLASS REINFORCED PIPE MO - MOTOR OIL WO - WASTE OIL WOA - WASTE OIL Al PIPING EQUIPMENT BALL VALVE - MANHOLE FLEXIBLE CONNECTOR -NAN- FLEXIBLE CONNECTOR (DOUBLE -CONTAINED) SPILL BUCKET TZ SHEAR VALVE 'I% CHECK VALVE VENT D REDUCER UST UNDERGROUND STORAGE TANK AST ABOVEGROUND STORAGE TANK I CL CARLIFT PIPING I ---i--- - - - --r I----r - _ J 1 I I I I - - INSTRUMENTS - - - - - - ELECTRICAL CONDUIT z LS LEAK SENSOR FUEL PUMP z LP LEVEL PROBE 1 1 I P-1 _ II I SUMP SENSOR > 1 I I I a C O CONTROL I I I I LP-1 1 G-2-FRP-DC SLOPE 1 /8" PER 1' VAC-4-ZINC ' I VAC-3-ZINC } 1 ss-� _ VAC-3-ZINC 1 DUAL VACUUM DUAL VACUUM HOSE DROP HOSE DROP z IN FUELING BAY IN FUELING BAY T_1 12,000-GAL, GASOLINE UST DUAL VACUUM DUAL VACUUM HOSE DROP HOSE DROP FUELING MID XHA T IN `FUELING BAY IN FUELING BAY NOT TO SCALE OUTSIDE OF THE U DIN WWF-1-SS VAC-6-ZINC A-1-CU 1 x1/2 1x1/2 1 x1/2 i cn i i PT VACUUM UNIT L of WO-1-CS FUEL ISLAND VACUUM SYSTEM P& ID Q Q Q Q NOT TO SCALE HOSE REELS HOSE REELS AT FUEL ISLAND AT FUEL ISLAND WASTE OIL PUMP P-4 PET COCK 1/4" (NPT) WOA-Y2-CU WO-1-CS BALL VALVE 1/2" (NPT) FRL (1/2" NPT) 1 1/2 x 1 . AIR SHUT-OFF VALVE (1/2" NPT). 1 1/2 x 3/4 W-1-CU DOMESTIC QUICK -DISCONNECT (1/2" NPT) WATER MO-1-CS2 A-1 Y2-CU A-1 Yz-CU A-1Y2-CU TIRE BALANCER - & TIRE CHANGER 1 1/2 x 1/2 x /2 1 1/2 1 1 1/2 x 1/2" 1 1/2 x 1/2" 1 1/2 x 1/2" 1 1/2 x 1/2" 1 1/2 x,1/ 2 A-1-CU 1 1/2 x 1 A-1 Yz-CU A-Y-CU MO PUMP 1 1/2 x 1/2 N A-Y2-CU A-Y2-CU WWF PUMP 2-2 (--� PRESS. RELIEF A-Y2-CU i r P _ 3 FILLPORT/SPILLBOX VALVE a of r FRL 0 —i—E III T T T T T T PUMP OUT T T A - '1-CU TIT 2 POST CAR LIFT9 CL-2Y CL-4 -;- I I I I ; WORKSTATION A-1 )'-CU 1 I I 1 rLt I 1 _ w= CL-1 _ w 1 I 11 1 1 LEVEL GAUGE 1 HIGH LEVEL I OVERFILL _/y 1 ALARM 1 VALVE 1 1� LEVEL I 1 I I 55-GAL. DRUM I � 1 i I h-, WINDSHIELD WASHER FLUID AIR COMPRESSOR &DRYER + GAUGE ROP TUBE LOW-LEVEL CUTOFF CONSULTANT: T-3 T-2 A& hYlmlyER 500-GAL. WASTE OIL AST 500-GAL. MOTOR OIL AST ENGINEERS, INC. MAINTENANCE BAY P & ID 1829 CLEMENT AVE NOT TO SCALE AUMEDA, CA 94501 TEL 510-521-3773 FAX 510-865-2594 � � 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSFIORE HWY #300 BURLINGnME — CA — 94010 TEL (650) 692-9911 FAX (650) 692 -0181 j NO, REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT I z d 0 `"„j , I LLi cr D ®< < LL, I ILL <77 0 Ir � CL i DATE JOB NO. 10/6/04 20454 i I I I FS- 0 i SHEET OF i I .. -: I� Iv ;. I- 0 I A NOMINAL SIZE DC -DOUBLE-CONTAINED / FIBERGLASS PIPING G-2-FRP-DC / \ PRODUCT �`� MATERIAL A COMPRESSED AIR CU - COPPER TUBE, TYPE K G - GASOLINE CS2 - CARBON STEEL, SCH. 80 i V - VENT FRP - FIBERGLASS REINFORCED PIPE - VAC - VACUUM SS - STAINLESS STEEL VR1 - VAPOR RECOVERY, STG. I ZINC - ZINC TUBING W - WATER WWF - WINDSHIELD WASHER FLUID VR1-3-FRP-DC j i INSTALLATION NOTES: TANK TESTING NOTES: / 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 1. PIPING SPECIFICATION SHALL BE: COMPLETELY FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS 4� b AND COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CS LAWS, CODES, AND REGULATIONS. NO ALLOWANCE WILL BE MADE PIPE - SCH. 40, ASTM A53 GR B. I FOR HIS FAILURE TO 00 SO. IF THERE IS A CONFLICT WITHIN FITTINGS = THREADED, 150 LBS., ASTM A197, MALLEABLE S-6 kTHESE DOCUMENTS OR BETWEEN THESE DOCUMENTS AND SITE IRON Qr CONDITIONS AND/OR APPLICABLE LAWS, CODES, OR REGULATIONS, PLUGS - MALLEABLE IRON OR CAST IRON - _ - �% THE CONTRACTOR IS RESPONSIBLE TO INFORM THE APPROPRIATE PARTY PRIOR TO BID AND DURING CONSTRUCTION. NO ALLOWANCES CS2 I WILL BE MADE FOR HIS FAILURE TO DO SO. PIPE - SCH. 80, T & C, ASTM A53 GR B I I FITTINGS - THREADED 300 LBS., ASTM A197 2. CONTRACTOR TO FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS, AND TO SECURE ALL NECESSARY PERMITS TO PERFORM CU THE WORK INDICATED ON THESE SHEETS. CONTRACTOR TO VISIT TUBE - SEAMLESS COPPER TUBE: ASTM B 88 OR B 75, THE SITE AND SHALL REVIEW RELEVANT FEDERAL, STATE, AND TYPE K OR L ANNEALED TEMPER, ASTM B 88 OR B 75 SLOPE 1 8" PER 1' LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS AND TYPE K, L OR M HARD TEMPERED REQUIREMENTS TO VERIFY ANY ADDITIONAL PROJECT REQUIREMENTS FITTINGS - SOLDER JOINT PRESSURE FITTINGS: ASME ---I- - - - NOT SPECIFICALLY ADDRESSED IN THE PLANS. B16.22 WROUGHT COPPER ALLOY, ASME 616.18 CAST i B COPPER ALLOY S-Z 3% 3. CONTRACTOR IS RESPONSIBLE FOR BLUE STAKING THE JOINTS - SOLDER JOINTS: ASTM B 32 FILLER METALS EXCAVATION AREAS AND LOCATING ANY UNDERGROUND UTILITIES. ACCORDING TO ARTICLE 2.4, PARAGRAPH C, BRAZED GASOLINE PUMP CONTRACTOR SHALL REROUTE ANY EXISTING UNDERGROUND UTILITY JOINTS: ANSI/AWS A5.8 FILLER METALS ACCORDING TO LINES AROUND NEW CANOPY AND FUEL SYSTEM, IF CONFLICTS ARTICLE 2.4, PARAGRAPH D. EXIST. C I FRP 4. ALL METAL PIPING, INCLUDING GALVANIZED PIPING, IN CONTACT PIPE - FIBERGLASS REINFORCED EPDXY, U.L. LISTED FOR S-3 I WITH THE GROUND SHALL BE COATED AND MACHINE -WRAPPED IN PETROLEUM PRODUCTS. RED THREAD II, A.O. SMITH ACCORDANCE WITH APPLICABLE STANDARDS. FIBERGLASS PRODUCTS. 3� A FITTINGS - MOLDED FITTINGS SUPPLIED BY THE G-2-FOP-DC 5. ALL UNDERGROUND PIPING SHALL BE SLOPED 1/8" PER FOOT MANUFACTURER LISTED ABOVE. (DOUBLE -WALL I I A 12,000-GAL. GASOLINE UST MIN. TOWARD THE TANK/SUMP. CONSTRUCTION WHERE INDICATED) 6. CONTRACTOR SHALL PROVIDE PVC PIPE SLEEVES FOR PIPING SS S-� PENETRATIONS THROUGH CONCRETE, EXCEPT FOR OUTER PIPING OF STAINLESS STEEL TUBING - A269 TP304L DOUBLE -WALLED PIPING. FITTINGS - 316 SS SWAGELOK 7. PIPE UNIONS, VALVE, OR FLANGES SHALL NOT BE BURIED OR ZINC I INACCESSIBLE. I ZINC -COATED STEEL TUBING - 16 GA. FITTINGS TO BE LONG -RADIUS TYPE, SPECIFICALLY DESIGNED FOR VACUUM 8. NOT USED. SYSTEM. ALL COUPLINGS TO BE HEAVY GAUGE ZINC -PLATED COMPRESSION COUPLINGS FOR TUBING. 9. ALL EXPOSED STEEL PIPING SHALL BE PRIMED AND PAINTED AFTER ASSEMBLY. FLEXIBLE CONNECTORS TEFLON INNERCORE, STAINLESS STEEL BRAID, 150 PSI I 10. ALL MANHOLE COVERS SHALL BE INSTALLED 2" ABOVE FINISHED WORKING PRESSURE, U.L. LISTED FOR INTENDED USE. GRADE AND SURROUNDING CONCRETE SHALL HAVE A SLOPE OF 1:12 2, TESTING PIPING SYSTEMS: FROM COVER. T -) - - - - --- - 6 SERVICE MATERIAL TEST (PSIG) MEDIUM 11. FILL PORTS AND/OR SPILL BOXES SHALL BE LABELED WITH TEST NOTE PRODUCT NAME IN ACCORDANCE WITH APPLICABLECODES. VR1 CS/FRP 75 AIR A I 12. CONTRACTOR SHALL PERFORM FUNCTIONAL TEST OF THE LEAK GAS FRP/CS 75 AIR DETECTION AND/OR MONITORING SYSTEM, PROVIDE SYSTEM A START-UP, 4-HOURS OF TRAINING TO FACILITY PERSONNEL AND SCDARY PIPING FRP 5 AIR THE FOLLOWING SYSTEM PROGRAMMING: B -HIGH LEVEL AT 90% SUMPS FRP * WATER I ( -DELIVERY NEEDED AT 28" OFF BOTTOM * WATER DISPENSER PAN FRP -LOW LEVEL AND PUMP SHUTDOWN AT 12" OFF BOTTOM C I -REMOTE ALARM WILL BE ACTIVATED FOR ALL IN -TANK ALARMS MO CS2 2000 WATER AND SENSORS. A -ACKNOWLEDGEMENT SWITCH TO DISABLE AUDIBLE ALARM ONLY A/WATER/WWF CU/CU/SS 250 WATER -SUMP SENSORS TO MONITOR DOUBLE -WALLED PRODUCT PIPING A I -INTERSTITIAL SENSOR TO MONITOR TANK ANNULAR SPACE ( -ALL LEAK .ALARMS SHALL ACTIVATE EMERGENCY SHUTDOWN TEST NOTES: DIESEL RESISTANT PIPE SEALANT THROUGHOUT. A. FOR AIR TEST: HOLD TEST PRESSURE FOR 30 MINUTES. 13. USE GASOLINE / SOAP TEST FOR LEAKS. CORRECT DEFICIENCIES AND RETEST I 14. UPON COMPLETION OF PIPING SYSTEM, CONTRACTOR SHALL BE UNTIL NO LEAKS ARE FOUND. RESPONSIBLE FOR, AND SHALL COORDINATE ALL "TIGHTNESS" TESTS. B. SEALED SECONDARY PIPING SHALL BE PRESSURE AND I CONTRACTOR TO CALIBRATE ALL DISPENSERS,` AND IS RESPONSIBLE SOAP TESTED FOR LEAKS. PIPING AND SUMPS NOT TOTALLY FOR ALL START-UP OF EQUIPMENT AND SHALL INSTRUCT OWNER SEALED MAY BE FILLED WITH WATER AND CHECKED FOR THOROUGHLY IN USING ALL NEW EQUIPMENT (ALLOW 4-HOURS FOR LEAKS IN ACCORDANCE WITH NOTE C. TRAINING). C. * PIPING SUMPS AND DISPENSER PANS SHALL BE LEAK TESTED BY FILLING WITH WATER AND HOLDING FOR 24-HOURS 15. CONTRACTOR/INSTALLER IS RESPONSIBLE FOR REGISTERING NEW WITH NO OBSERVABLE DROP IN WATER LEVEL OR VISIBLE TANKS IN ACCORDANCE WITH ALL LOCAL CODES AND AGENCIES. LEAKAGE. 5 } 16. COORDINATE WORK WITH ALL TRADES. - - ----� / - ---f - - 17. NOT USED 18. CONTRACTOR SHALL MINIMIZE PIPING RUNS CROSSING OVER TOP OF TANK. 01 - - - - - -- 19. NOT USED 20. NOT USED 21. PROVIDE PORTABLE FIRE EXTINGUISHER, RATED PER NFPA 30A, AT NOT LESS THAN 2-A: 20-B: C. 22. ABOVEGROUND PIPING UNDER THE CANOPY SHALL BE RUN UNDER THE CANOPY DECKING AND FRAMING. PIPES WILL BE AT A I MINIMUM ELEVATION OF 12'-0", AND PIPE SUPPORT SPACING WILL BE AT A MAXIMUM OF 7'-0" O.C. 23. CONTRACTOR SHALL PROVIDE ALL REQUIRED SIGNAGE AT THE FUEL ISLAND IN ACCORDANCE WITH FIRE DEPARTMENT AND LOCAL REGULATIONS. I 24. THE LOUVER SHALL BE GALVANIZED, CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND FOR COORDINATION OF LOUVERS AND LOUVER OPENING, INCLUDING VACUUM EXHAUST WALL OPENING, NTH ARCHITECT AND OTHER TRADES. LOUVER SIZE TO BE 12"x12", MOUNTED IN "VACUUM" ROOM. SEE DRAWINGS FOR HEIGHT. I 25. CONTRACTOR IS ALLOWED MINOR, DEVIATIONS FROM PIPE ROUTING SHOWN ON DRAWINGS DUE TO SITE CONDITIONS. 26. PROVIDE AIR DROPS TO ALL CARLIFTS WITH AIR SHUTOFF VALVES AND F-R-L. EQUIPMENT LIST ITEMS NO. 87 AND NO. 90. 27. PLUMB AIR COMPRESSOR CONDENSATE DRAINS TO SANITARY SEWER OR CARWASH BAY. I i 28. NOT USED 29. COORDINATE WATER SUPPLY FOR HOSE REELS WITH PLUMBING CONTRACTOR. I I II I I I o� CONSULTANT: B LY M Y E R ------ ENGINEERS, INC. \ 1829 CLEMENT AVE co� ALAMEDA, CA 94501 TEL 510-521-3773 FAX 510-865-2594 t I SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 I -FEL (650) 692-9911 FAX (650) 692-0181 i., NO, REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d z s®e LLj cc " i O v- 1.. z < J cr < _j �. ¢ LL -i � <Z 0 Z �z z o > v� .. DATE JOB NO. 10/6/04 20454 FS-1 SHEET' OF I L:\Acad\2004dwg\204098 vanguard sanford, fl\WORKING\204098fs1,dwg December 10, 2004 - 5:40PM abrezman SEE FS-10 FOR DIMENSIONS z 2 DETAILDETAI SLOPE ALL ed CONC. TANK SLAB S-2 S-2 MANHOLES 12:1 a FINISH GRADE 00 .... .•,,', / e d •. a .a a , r , ,. i ,,; T-ml Ga P •� a. a4 • r a a a` •• i•. de r � . p 1'-0" MIN. LAP " ;�,/, a.�\` TYP, ::, I o i . d ! > , INSTALL FIBERGLASS >\ 3 -0 MINI I ' . HOLD-DOWN ' VERIFY WITH -- — --- ------------- — LOCAL CODE �—--------------------- -- ----- ----� --- —� a �� STRAPS PER TANK -j \� Y w MFR. SPECIFICATIONS, �31Q Q f SLOPE OR SHORE // �\ 'LL J �� 1'-0" MIN. SIDES OF TANK / \z a TYP. EXCAVATION AS / I \ \o N 0__ a REQUIRED TO COMPLY 2,_O.; MIN• .-.m ///DEADMAN WITH OSHA NKAAROUND .•,.Iw -i TA REGULATIONS (TYP.) - I II ' I ¢ ; >I I GALVANIZED STEEL TURNBUCKLES. 04 '� INSTALL ON BOTH SIDES OF TANK, 0 1 / � 1 WITH I F RR SECURE TH MIN, 0 3 CORROSION RESISTANT CABLE CLAMPS SPACED APPROVED 1 2 WIRE ROPE CABLE 3„ APART. RETIGHTEN AFTER CABLE IS TENSIONED rr— .--u- ,�.r-- •—v-�- .—�,�-- -�r 77 -J- - --ter^ -- • \\ r I • 'X \ .�. wAPPROVED TYPE FILTER FABRIC BACKFILL COMPACTION NOTE: OR POLYETHYLENE EXCAVATION LINER ��//� �,;;>��>��/��%�\� F 1 45 CHAMFER � o PROVIDE 12 MIN. LEVEL APPROVED BACKFILL BED OVER BOTTOM OF 4 SEE DETAIL \\'�''�\/� /'%�%' ANCHORING NOTES: (TYP. ALL CORNERS) EXCAVATION OR ANCHOR CONCRETE SLAB. SET TANKS ON BED. PLACE FS-3 z FIRST 12" LIFT EVENLY AROUND TANK. PUSH BACKFILL COMPLETELY 1. HOLD DOWN ANCHORAGE SPACING D BENEATH TANK BOTTOM, BETWEEN RIBS AND UNDER END CAPS TO SHALL BE PER TANK MANUFACTURERS PROVIDE NECESSARY SUPPORT. USE SAME COMPACTION PROCEDURES SPECIFICATIONS. FOR THE SECOND 12" LIFT. PROCEED WITH BACKFILL TO TOP OF TANK TANKS ARE TO BE INSTALLED LEVEL. WITHOUT FURTHER HANDWORK. ZERO SLOPE 2. CONCRETE FOR CAST DEADMAN OR BASE SLAB SHALL ATTAIN A MIN, 28-DAY COMPRESSIVE STRENGTH OF UST LONGITUDINAL SECTION rA 2,800 PSI. NOT TO SCALE FS-1 3. SEE TYPICAL ANCHORING DETAILS ON SHEET FS-3. TURBINE SUMP DETAIL NOT TO SCALE FS-2 UST HYDROSTATIC SENSOR/FILL/V NOT TO SCALE IR RECOVERY AND LEVEL GAUGE D 2 '--CRITICAL COMPACTION AREAS (SEE NOTE IN LONGITUDINAL DEADMAN (2 PER TANK) MIN. LENGTH = SECTION), OVERALL LENGTH OF TANK PLUS 1'-0 DEADMAN SHALL BE LAID PARALLEL TO TANK AXIS. (SEE ANCHORAGE DETAILS ON SHEET FS-3) UST END VIEW a NOT TO SCALE FS-1 LEADER CABLE CORD GRIP 40A RIGID ELECTRIC CONDUIT SLEEVE CEMENTED TO SUMP WALL (SEE NOTE 6) 'I 9B SEE NOTE 3 SEE NOTE 4 24 SUMP WALL SUMP SENSOR DETAIL 3 NOT TO SCALE SUMP SENSOR INSTALLALTION NOTES: 1. THE SUMP SENSOR MUST BE POSITIONED AS CLOSE TO THE CONTAINMENT SUMP OUTER WALL AS POSSIBLE. 2. THE SUMP SENSOR MUST BE MOUNTED IN A TRUE VERTICAL POSITION TO ENSURE PROPER OPERATION OF THE FLOAT SWITCH CONTAINED INSIDE. 3. THERE MUST BE AT LEAST TWO -INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE MOUNTING SLEEVE AND THE BASE OF THE SUMP. 4. WHEN INSTALLED, THE SUMP SENSOR MUST REST 1" OFF THE BASE OF THE SUMP. 5. THE WIRES BETWEEN THE MONITOR AND EACH SUMP SENSOR LOCATION MUST BE OF A TYPE DESIGNED FOR USE IN THE PRESENCE OF GASOLINE AND OIL, AND MUST BE BETWEEN AWG 14 AND AWG 18. THE CONDUIT MUST BE PROPERLY SEALED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA 70) AND THE AUTOMOTIVE AND MARINE SERVICE STATION CODE (NFPA 30 SINCE THEY PASS FROM CLASS I, DIVISION 1 OR DIVISION II AREA INTO A NON -HAZARDOUS AREA. 6. FOR SUMP PROBE INSTALLATIONS, SELECT A POSITION FOR THE MOUNTING SLEEVE IN THE SUMP AS FAR AWAY FROM THE SUBMERSIBLE PUMP AS POSSIBLE. 7. EPDXY SEALANT BAGS ARE FOR TWO WIRE NUT CONNECTIONS ONLY, IMPROPER SEALING OF THE CONNECTIONS WILL RESULT IN AN INACCURATE SENSOR READING AND POSSIBLE FALSE ALARM CONDITIONS. 8. INSTALLER SHALL FOLLOW PROBE MANUFACTURER'S INSTALLATION GUIDE SHIPPED WITH PROBE UNITS FOR COMPLETE INSTALLATION INSTRUCTIONS AND PROCEDURES. CONSULTANT: LYMYE � EN. 1829 CLEMENT AVE ALAMEDA CA 94501 i TEL 510-521-3773 FAX 510-865-2594 BLUNK DEMATTEI C ASSOCIATES I ARCHITECTS AIA 1555 BAYSFIORE HWY #300 BURLINGAME - CA - 94010 TEL (6 0) 692-9911 FAX (6 0) 692 0181 f NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT " 0 z F_ z w F_ 0 U 0 ~ > ILL W 0 LU 1F_ LL Z w z Lr > (j) (- DATE JOB NO, 10/6/04 20454 FS-2 SHEET OF u oA 4" SHELL WALL SERVICE FITTING AA 6" SHELL WALL SERVICE FITTING © DUPLEX SHELL WALL SERVICE FITTING DO MONITOR FITTING EO FIBERGLASS RESERVOIR 176 1/4" FO FIBERGLASS MANWAY —117 5/8" OS LIFTING LUG 100 7/8"— 84 1 /8"- E p 17 1 /8" A A A 126" 24 Iq Ib 11 16 15 14 15 12 II 10 " ,, 1 1 6 5 4 5 2 1 16 3/4"(TYP) 17 1/2" NOTES: 100 1/2" 118" 100 1/2" 62 3/4" a z 0 z w J R011 WIDTH TnD n7 u ni V ® HOLD DOWN STRAP CLIP ► t HOLD DOWN STRAP LOCATION ■A TOP MOUNTED LIFT LUG PLAN VIEW n SIDE MOUNTED LIFT LUG 8 FT. DIA, 12,000 CALLON NO 1 TANK DIMENSION MAY BE CHANGED BY TANK MANUFACTURER. EXCAVATION LINER INSTALLATION DETAIL GATHER AND FOLD 1'-O" LAP — AS REQUIRED MIN. 2'-0" LAP AT CORNERS (TYP.) OIL PIN (TYP.) f - —i - 1'-O" MIN. 2'-Opp - - - - - - 2'-0" Q LAP LAP SECURE WITH SOIL PINS h �_ "IV (TYP.) - - - - ---- SECTION A — A MANUFACTURER REEMAY, INC. PRODUCT TYPAR 3401 OR TYPAR 3341 PHONE (800) 321-6271 MANUFACTURER HOECHST CELANESE CORPORATION PRODUCT TREVIRA S1120 (HOLE DEPTH LESS THAN 10' DEEP) TREVIRA S1125 (HOLE DEPTH GREATER THAN If)' DEEP) TH PHONE (800) 845-7597 MANUFACTURER PHILLIPS FIBERS PRODUCT SUPAC 4NP NOTE: PHONE (800) 8456-5737 SEE SHEET NO, FS-1 PLAN FOR SIZE OF TANK 4 CONTRACTOR SHALL VERIFY ALL TANK DIMENSTIONS WITH FS-2 MANUFACTURER PRIOR TO INSTALLATION. NOT TO SCALE TANK DATA & FITTING IDENTIFICATION NOT TO SCALE w w O a.. 0 F— o Z ULKHEAD FITTING 9B 6" MIN. LAP ELECTRIC CONDUIT CONCRETE PAVING SMOOTH RADIUS REBAR f- a a a° ANCHOR LOOP a (SEE DEADMEN SIZING TABLE) j=i DOUBLE -WALLED FIBERGLASS 6 TEST BOOT 0�: WARNING TAPE PRODUCT PIPING NORMAL POSITION(AS REQUIRED BY LOCAL CODES) MIN. REBAR WIDTH - - - - - - ANCHORING NOTES: 6" (SEE DEADMEN SIZING TABLE) 10 1. SEE SHEET FS-2 FOR ADDITIONAL DETAILS. SEE DEADMAN SIZING TABLE 2. HOLD DOWN ANCHORAGE SPACING SHALL BE (SEE MFR'S SPECS FOR # OF ANCHOR PER TANK MANUFACTURERS SPECIFICATIONS. POINTS REQUIRED) CONC. TO BE MIN. 2,800 PSI OR PER LOCAL CODE REQUIREMENTS TANK 0 (NOMINAL) MIN. HEIGHT MIN. WIDTH DEADMEN REINF. ANCHOR LOOP MIN. REBAR WIDTH 8' 12" 12" (2) - #6 #8 SS REBAR 8" 10' 12° 18" (3) - #6 #8 SS REBAR 8" (2) - 8' 12" 24" (3) - #6 #8 SS REBAR 8" (2) _ 10' 12" 36" (4) - #6 #8 SS REBAR 8" 3• CONCRETE FOR CAST DEADMAN OR BASE SLAB SHALL ATTAIN AMINIMUM 28 DAY COMPRESSIVE ANCHOR LOOP DETAIL DEADMEN___ SIZING TABLE STRENGTH OF 2,s NOT TO SCALE TYPICAL ANCHORAGE DETAILS NOT TO SCALE V o FILTER FABRIC 9A BULKHEAD FITTINGGASOLINE TEST POSTION* ui m PIPING CLEAN PEA GRAVEL SUMP WALL Z *AFTER TESTING OF SECONDARY PIPE, SLIDE BULKHEAD DETAIL NOT TO SCALE TEST BOOT TO NORMAL POSITION AS SHOWN. TYPICAL PIPING TRENCH SECTION 5 ALL PIPING PENETRATIONS TO NOT TO SCALE FS-� >- BE MADE RADIALLY CONSULTANT: �3LYMYER ENGINEERS, INC. 1829 CLEMENT AVE % r ALAMEDA, CA 94501 TEL 510-521-3773 FAX 510-865-2594 ARCHITECTS AIA 1555 RAYSHC>RE HWY #300 BURLINGAME — CA 94010 TEL (650) 692-9911 FAX (650) 692-0181 f III . f i i i I` i I. I NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS' BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT I� i z IF_ A'. O 0 U J LL cc o _ z .��''' i cc DATE JOB NO. 10/6/04 20454 - I. FS-3 SHEET OF i a L3: EL. 11'-opt HOSE REELS HOSE REELS DETAIL DETAIL 11 6 DISPENSER — $_4(C'C-4 DETAIL . I • S-4 DUAL HOSE n 6"0 BOLLARD � � VACUUM DROP 9 8 DETAIL DETAIL rHOSE FUEL ISLAND ELEVATION o NOT TO SCALE CANOPY BEAM 346 (COORDINATE PLATE WITH i CANOPY VENDOR) 34D BREAKAWAY ASSEMBLY TYP. OF 4 0 34A DISPENSER �6 HOSE C34C „ QC DEBURR ALL EXPOSED EDGES 40 PIPE, ME AND KISTING FLOOR/PAVEMENT 3 CUNT. U!gti ENDS TYP. 3/16 2-6 of NOZZLE 1'-4" 34F „ OC' WWF-1—SS OG „ � °c A-1-cu TS 3 x 3 x Ya �- _ (SUPPLIED BY CONTRACTOR) 6„ DIA. FIXED BOLLARD DETAIL 8 (PRIME AND PAINT TO MATCH CANOPY COLUMN) A—Y2—CU SCALE: 3/4" 1'-0" 20 O CONCRETE ISLAND STABILIZER BAR 196 TS 3" x 3" x Y4" 86 87 (FIELD WELDED TO PLATE) 70B 6" x 36" x %" STEEL PLATE 24 EMERGENCY SHUTOFF VALVE 69D CHANNEL MOUNTING BRACKET 19D ELBOW-----"69A MOUNTING CHANNEL 22Y2' e I 9 B WWF 10A FLEX CONNECTOR I �\ 9A 70A AIR i DISPENSER CONTAINMENT ROTATE 2 V SUMP- _ _ -\--END PANEL (TYP.) 69C So _ _ _ _ , 69B SIDE ENCLOSURE %" x 6" x 3'-6" PLATE 45A SENSOR O 3" OFFSET. (TYP.) SIDE VIE END VIEW 69D CHANNEL MOUNTING BRACKET 73 SECTION ELEVATION zlNc TUBING AT DISPENSER PAN 6 69A MOUNTING CHANNEL NOT TO SCALE FS-4 HOSE REEL DETAIL *PIPING ROTATED FOR CLARITY NOT TO SCALE FS-4 EL. 6'-6" (MIN.) TS 4" x 4" I I i TOOL HANGER WITH 91F I i EL. 5'-6" SHUTOFF SADDLE O I I EL 5'-0" I I 3'-6„ 69B SIDE ENCLOSURE HAND TOOL TYp. & B CANOPY COLUMN (E) TYP. I I 3/16 VACUUM HOSE 91F I I I I �" PLATE - TYP. ! I I 1/2 PLATE B.E. I TYP. _% I I 3/16 y" END PLATE I I 3/16 T NOTES: a _ ^ ---00 1 1. STRUCTURAL STEEL: ASTM A36 x I 2. STRUCTURAL TUBING: A5008 ~ I I 6" 1' 3 „ 3. ALL STEEL FABRICATION SHALL COMPLY WITH AISC SPECIFIC z J r� /8 x 6 x 3'— 4. ALL WELDING SHALL COMPLY WITH LATEST AWS D1.1 3 3 I II MOUNTING PLATE ra- 1to 1„00 N I I 3/16 to I I I FIN. GRADEI I I 4,. 4„ 5 FOR 1 2 KWIK BOLT II 8 ofV0 EXPANSION ANCHORS BY HILTI _ HOSE REEL ol 3)2"„ EMBEDMENT NOT TO SCALE VACUUM DROP DETAIL 9 SECTION a NOT To SCALE, Fs-4 SCALE: 1 1/2 _ 1 —o HOSE REEL .SUPPORT.. DETAIL... 10 NOT TO SCALE FS 4 U -S 3"x 3" x Y4 FIELD WELDED TO PLATE) SEE DETAIL 10 S-4 ANEL (TYP.) 69C y CONSULTANT: :TAIL 11 LY Y R ENGINEERS, INC. FS_' 1829 CLEMENT AVE ALAMEDA, CA 94501 TEL 510-521-3773 FAX 510-865-2594 r. F `3'�Y r • e• '.. �S 4'rrs? w� :?rr 4 r ':.ieY.✓r: i®.r BLUNK DEMATTEI ASSOCIATES 'II ARCHITECTS AIA I 1555 BAYSHORE HWY #300 BURLINGAME CA - 94010 13 TEL (650) 692-9911 FAX (650) 692-0181 NO, REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d z z W L 0 0 ui Q Q lL z cr '< 0 1 cn ui DATE JOB N0. 10/6/04 20454 FS-4 SHEET OF II �i - . 1 I ROOF STRUCTURE L4x3xY" 5'-0" MAXIMUM SUPPORT ANGLES WELDED TO REEL SUPPORT & ROOF STRUCTURE t7 MIN. TS 6x3xYa \ 87 74 STIFFENER �\ `o (WHERE FEASIBLE) MOUNTING CHANNEL 76A 14'-0" AFF MOUNTING BRACKET 76C LIGHT AIR MO WATER LIGHT O.H. REEL 84 77 78 79 84 O END VIEW SIDE VIEW HOSE REEL DETAIL �2 NOT TO SCALE FS-1 CEILING u A-1 1/2-CU UNISTRUT PIPE SUPPORT (TYP.) 1 Y2 X Y2 A-1/2-CU c F-R-L COMBINATION UNIT 90 87 A-1/2-CU AIR SHUTOFF VALVE (TYP.) 87 QUICK CONNECT 89 /— HOSE COUPLING AIR DROP DETAIL �3 NOT TO SCALE FS-1 CEILING rjrj C :3 WO-1-CS WOA-y-CU UNISTRUT PIPE SUPPORT (TYP.) WASTE. OIL PUMP. 62A 62B EVACUATION _ SUCTION HOSE CONTROL VALVE - F WALL BRACKET 0 I �r Y-STRAINER —� FIN. FLOOR WASTE OIL PUMP DETAIL �4 NOT TO SCALE FS-1 66B A-1 Yz-CU A-1 Y-CU A-1 Y-CU A-1 Y2-CU 1Y2xY2 1YxY 66C n n F-R-L COMBINATION UNIT 90 i MO-1-052 MO-1-052 H A-1-CU �i A-Y-CU WOA-Y2-CU 60E U U 1 Yz x 1 WO-1-CS A-1 Y2-CU 62D 87 60G ` A-Y-Cu 66A �a x 1 Y 74 A- 4-cu 60J 60D 85 EMERG. VENT 60B 60F BALL VLV 55 OVERFILL WARNING VALVE (PRIM.) 60 A- 4-CU 95 (TYP.) O SPARE n ] EMERG. VENT (PRIM. - — — - — — — — — — EMERG. VENT (SEC.) �- — — — - - — — - - — EMERG. VENT (SEC.) / I / I ® MONITOR PORT - / I ® MONITOR PORT U BAY / I A-%4-CU / PUMP OUT /7 O94E DRYER WORKING VENT (PRIM.) © I / WORKING VENT (SEC.) / - — _ — — - _ �_ _ — - `I / WORKING VENT (SEC.) ---------------- O94A COMPRESSED I I WORKING VENT AIR FILTER I SPARE I I I I (PRIM.) 56A i it I I 94B FLEXIBLE CONNECTOR i CONDENSATE DROP TUBE LEVEL GAUGE (I I 160C DRAIN TO CARWASH 85 PETCOCK 55-GAL WINDSHIELD L--------------------Y L----------------._.._.._— WASHER FLUID DRUM AIR COMPRESSOR 54 92 500-GAL. WASTE OIL AST 50 500-GAL. MOTOR OIL AST 49 60H AIR COMPRESSOR WWF ELEVATION E NOT TO SCALE FS-1 WASTE OIL AST ELEVATION rFMOTOR OIL AST ELEVATION c NOT TO SCALE FS-1 NOT TO SCALE FS�i /1 /rr vy CONSULTANT: BLYMYER ENGINEERS, INC. 1829 CLEMENT AVE ALAMEDA, CA 94501.E TEL 510-521-3773 FAX 510-865-2594 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT I z ui `cc O H _J U Q Cc <L u- W NO. DATE JOB 10/6/04 20464 FS-5 SHEET OF I' — 12x12 LOUVER 17 z R U iv TOP OF CANOPY. VR1-3-CSG r c� w 0 m z PAINT VENT RISER SAME _/ CANOPY COLUMN R AS BUILDING COLOR 0 SECURE PIPE EVERY 4'-0" WITH UNISTRUT 9C TERMINATION BOOT FINISHED GRADE z VENT RISER NOTES: SLOPE 1 8" PER FOOT MIN. TO TANK 90'' 1. VENT RISERS SHALL TERMINATE NOT LESS THAN 10'-0" MEASURED HORIZONTALLY FROM ANY ELECTRICAL CONNECTION. 2. WRAP ALL METAL PIPE AND FITTINGS BELOW GRADE WITH "3M" TAPE OR EQUAL. VR1-3-FRP-DC IUD 110 J. FLEX PIPE TO BE INSTALLED WITH 90 ANGLE AS SHOWN. VATI O N NOT TO SCALE E\SJ PIPING ROTATED FOR CLARITY ° ° PUMP GASOLINE TANK :EMERGENCYSHUT-FOVERFILL ALARM & ° @A@kCKNOWLEDGEMENT SWITCH o I 42 EMERGENCY SHUTOFF SWITCH U O O 0 0 LL: NOTES: 1. PAINT ENTIRE ASSEMBLY GREY. 2. EMERGENCY SHUTOFF SWITCH TO BE LOCATED A MINIMUM OF 20 FT. AND A MAXIMUM OF 75 FT. FROM DISPENSER. 0 d- a d 6 a n a a a , OVERFILL ALARM AND ACKNOWLEDGEMENT SWITCH ELEVATION rK NOT TO SCALE FS-1 lv CONSULTANT: BLYMYER ENGINEERS, INC. 1829 CLEMENT AVE ALAMEDA, CA 94501 , TEL 510-521 3773 FAX 510-865-2594 BLUNK DEMATTEI ASSOCIATES L ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA 94010 TEL (650) 692-9911 FAX (650) 692-0181 DATE , OF " TO VERIFY ALL NO. REVISION IT IS THE RESPONSIBILITY THE CONTRACTOR FIELD CONDITIONS THEM WITH THE AND COMPARE CONSTRUCTION DOCUMENTS BEFORE ACTIVITIES. ERRORS, COMMENCING OMISSIONS OR ANY OTHER DISCOVERED SHALL INCONSISTENCIES IMMEDIATELY BE REPORTED TO THE ARCHITECT j i j � I I` LLj j O J uj U ® 0 LL LL J cr <Z 0 w cc W , JOB NO, DATE 10/6/04 20464 FS-6 SHEET OF %a"C, 1-BELDEN #8; (SENS, "C, 2-BELDEN #8760 (SENSOR) Y C, 3-BELDEN #87E (SENSOI ---------------------- I I I DISPENSER DISPENSER � " a C D-1 1 C, 4-BELDEN #876 Y"C D-2 o o o o (VEEDER F001 1-BEL�?EN #8760 1-BELDEN #8760 I I 5 I 1 ° $o ° 0 VR VR 1 "C, 4#12, 1 #12GND 1 "C, 4#12, 1 #12GND 1 "C, 2#8, 1#100( FS-2,6 FS-1 1,15 I 1 4#12 CTRL 4#12 CTRL I FUEL ISLANDS i I 208V,10, 2HP FLA = 13.2 DISPENSER DISPENSER 34"C D-4 o o Y4"C D-3 o o I 1-BELDEN #8760 1-BELDEN #8760 I I o 0 0 o VR VR 1 "C, 4#12, 1 #12GND 1"C, 4#12, 1 #12GND FS-18,22 FS-10,14 4#12 CTRL 4#12 CTRL I • I LJ LJ I I I I I I I I I I I I I i I I i I l I I I I I I OVERFILL ALARM AND ACKNOWLEDGEMENT SWITCH %4'C, 2#12, 1 #12GND, POWER, FL1-1 3/4"C, 2#12, 11#12GND FS-7 2#12, CTRL 3 DETAIL 0 VR p S—� I ESD o ° ° -------- a --- — —-----� i VR 4 DETAIL �QACE CA WASH B 2 CA WASH B 1 105 10� L �'/l - I o 2#12, 2#12GND, FL1-3 VACUUM o 0 0 104 0 o o - FLUIDS & BAYS EQUIP 108 cm I CAE IASH L-1 O 0 El > > 01I > • Lu = v rn • o ELECT o o og2 \�, � _ o m sc -- J HI PUMP C\OR1#1 S -yFS-1 3o �NEL ELB' 1„— Y OTHERS) _ ----- -- - -_-_> Iol -------------------o-------------� GENERAL NOTES SYMBOL LIST HYDROSTATIC SENSOR 1. AT ALL TIMES THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR S 1PST LIGHT SWITCH, 20A, 125/277V RATED, +48", LETTER DENOTES OUTLETS CONTROLLED CONDITIONS OF JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE MANUAL MOTOR STARTING SWITCH, HP RATED WITH OVERLOADS ENGINEERS JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. nE5D EMERGENCY SHUT DOWN PUSH BUTTON, +48" 2. THE CONTRACTOR SHALL MAKE AN EXAMINATION OF THE SITE. HE SHALL COMPARE ❑ JUNCTION BOX - SIZE PER CODE LEVEL GAUGE THE SITE WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF AS TO THE ASCERTAIN AND p;� 20A, 125V, 3W, SPECIFICATION GRADE, GROUNDED DUPLEX RECEPTACLE, +24" U.O.N. CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, HE SHALL CHECK THE LOCATIONS OF ANY EXISTING STRUCTURES OR EQUIPMENT WHICH MAY 20A, 125V, 3W, SPECIFICATION GRADE, ` GROUNDED DUPLEX RECEPTACLE, +48", GFI TYPE AFFECT HIS WORK. NO ALLOWANCE SHALL BE SUBSEQUENTLY BE MADE IN HIS BEHALF FOR ANY EXPENSE TO WHICH HE MAY INCUR DUE TO FAILURE OR NEGLECT ON HIS PART d 4"SQ X 2-2"D TELEPHONE/DATA J-BOX, +18" WITH 1" CONDUIT UP TO TRUSS SPACE TO MAKE SUCH AN EXAMINATION. CONTINUITY OF MOTOR OUTLET, HP NOTED, COMPLETE WITH CONNECTIONS AND FLEX, 3. ALL WORK SHALL BE COORDINATED WITH THE OWNER TO MAINTAIN SERVICE AND MAXIMUM UTILIZATION OF THE OWNERS FACILITY. ALL WORK SHALL BE BID EXPLOSION PROOF WHERE REQ'D ON A "NORMAL TIME" BASIS WITH PREMIUM TIME IN ADDITION ONLY AS AUTHORIZED FOR CORE BORING OR OTHER WORK WHICH WILL BE NOISY, DIRTY, OR OTHERWISE OBSTRUCT a TRANSFORMER, KVA AND VOLTAGE AS SHOWN IN CONNECTION DETAILS THE WORK PROCESS. ❑J NON FUSED DISCONNECT SWITCH, 30A, 3 POLE, 480 VOLT NEMA 3R OR AMP RATING NOTED. 4. THE CURRENT ISSUE OF ALL NFPA, CEC, UBC, UFC, ANSI, OSHA, ASTM, NEMA, AND OTHER NATIONALLY PUBLISHED CODES OR STANDARDS SHALL APPLY TO THIS WORK Ep FUSED DISCONNECT SWITCH, 30A, 3 POLE, 480 VOLT NEMA 3R OR AMP RATING NOTED. WHETHER ADOPTED BY LOCAL AGENCIES OR NOT. THE MOST STRINGENT CODES SHALL APPLY. COMBINATION FUSIBLE SWITCH MOTOR STARTER, NEMA SIZE 1 OR AS NOTED. ENCLOSURE SHALL BE NEMA 12 WITH H-O-A SELECTOR SWITCH AND 120 VOLT 100VA CONTROL 5. NOTHING IN THE DRAWINGS OR SPECIFICATIONS IS INTENDED TO ALLOW A VIOLATION TRANSFORMER. OF ELECTRICAL WORKING SPACE AROUND ELECTRICAL EQUIPMENT. A 30"W MIN. x 48"D x 6'-6"H SPACE SHALL BE CLEAR TO THE FLOOR IN FRONT OF ALL ELECTRICAL PANELS, CONDUIT SEAL AS REQUIRED FOR CLASSIFIED LOCATION CONTROLS OR ITEMS THAT REQUIRE MAINTENANCE OR ACCESS WHILE ENERGIZED. ANY FUSED SWITCH - SIZE/POLE/FUSE NOTED DEVIATION FROM THIS MINIMUM SHALL BE APPROVED, IN WRITING, BY THE ENGINEER. 5A*IF CIRCUIT BREAKER - TRIP/POLE/FRAME NOTED THE CONTRACTOR SHALL RELOCATE ANY EQUIPMENT IN VIOLATION OF THE ELECTRICAL T�� CODE AT HIS OWN COST. 6. ALL CONDUITS SHALL RUN TIGHT TO SLAB AND BEAMS. WHERE DUCTWORK IS CONDUIT EXPOSED ON WALL OR IN CEILING INSTALLED TIGHT TO SLAB, RUN CONDUIT BELOW DUCTS AS TIGHT TO DUCTS AS - - CONDUIT RUN UNDERGROUND POSSIBLE. HOMERUN TO PANEL BOARD OR OTHER TERMINATION POINT. ANY BRANCH CIRCUIT 7. DO NOT SUPPORT CONDUITS FROM DUCTS, MECHANICAL SUPPORTS OR EQUIPMENT CONDUIT SHALL BE MINIMUM 3/4"C - 2#12, 1#12G UNLESS OTHERWISE NOTED. OF ANY KIND. 8. ALL CABLES, CONDUIT, PIPING, OR EQUIPMENT LOCATIONS AND ELEVATIONS ARE BC BARE COPPER APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING AND MAKING C CONDUIT ALL NECESSARY OFFSETS, AS REQUIRED, TO AVOID EXISTING INTERFERENCES AND COORDINATE WITH OTHER TRADES. (E) EXISTING 9. IDENTIFY EACH CONDUCTOR BY SHRINK -ON INDELIBLY MARKED BRADY-TAGS AND (X) REMOVE ITEM NOTED EACH ELECTRICAL ITEM BY BLACK -WHITE -BLACK ENGRAVED SCREW -ON PLASTIC 55 SUMP SENSOR (VEEDER ROOT) NAMEPLATE, LEGEND PER DRAWING. (ER) EXISTING TO REMAIN 10. NOT USED. (R) RELOCATED AND RECONNECTED DEVICE LS LEAK SENSOR (VEEDER ROOT) 11. NOT USED. U.O.N. UNLESS OTHERWISE NOTED LP LEVEL PROBE CONNECTION POINTS 5-FEET 12. THE OWNER RESERVES THE RIGHT TO MOVE EQUIPMENTWP WEATHERPROOF FROM THE POINT SHOWN IN THESE DRAWINGS. CONFIRM EXACT LOCATION OF DHI DISPENSER HOOK ISOLATION CONNECTIONS POINTS WITH EXACT EQUIPMENT FURNISHED, XP EXPLOSION PROOF 13. THE CONTRACTOR SHALL PROVIDE ALL FUSES REQUIRED FOR BUILDING POWER, I O SHEET NOTE SC SUBMERSIBLE PUMP CONTROLLER INCLUDING ANY FUSES BLOWN DURING INITIAL TESTING. VR VEEDER ROOT DETAIL 114. T INSURE CONTINUITY WHERE CONDUIT BONDING JUMPERS SHALL BE INSTALLED 0 0:=SHEET WHERE DETAIL IS DRAWN ST SHUNT TRIP BREAKER (120VAC) CONNECTIONS AT CONCENTRIC KNOCKOUTS ARE TO SERVE AS A GROUND. 15, THIS DRAWING COVERS FUEL PUMP, DISPENSERS AND MONITORING UNIT ONLY, SEE BUILDING ELECTRICAL DRAWINGS FOR ALL OTHER ELECTRICAL INFORMATION. EMERGENCY SHUTDOWN SWITCH (ESD) FS- 7 N L1 L2 41 �� MAIN CIRCUIT BREAKER 'JIJI� IN PANEL "FS" (SHUNT TRIP CIRCUIT BREAKER) ESD DETAIL 3 NOT TO SCALE FS-7 VEEDER ROOT a TLS-350 & PRINTER oo� O O O - DO NOT BLOCK COMM. PORTS BELOW PRINTER INTRINSICALLY SAFE DIVIDER IN WIRE TROUGH 10" TO 12" FIN. FLOOR - FRONT TO SENSORS ORS FUEL SYSTEM ELECTRICAL PLAN SCALE 1 /8 TLS 350 PANEL ELEVATION = 1 -0 NOT TO SCALE PANEL 'FS' LOAD(KVA) CB L1 L2 N CEI LOAD KVA) LT6. REG. RES. MOT. T LTG. REG. RES. I MOT. SERVICE** FUEL PUMP P-1 (2 HP) 11.37 30 1 2 20N 0.5 FUEL DISPENSER D-2 (120V) 1.37 2 3 4 2 SPACE 5 & °N 0.5 FUEL DISPENSER D-2 MICRO EMERGENCY SHUT DOWN* 132 20L '1 8 2 SPACE 20 q 10 20N 0.5 FUEL DISPENSER D-3 120V FUEL DISPENSER D-1 12OV 0.5 20N II 12 2 2 13 14 20N 0.5 FUEL DISPENSER D-3 (MICRO) FUEL DISPENSER D-1 MICRO 0.5 20N 15 16 2 2 17 Ig 0.5 FUEL DISPENSER D-4 120V SPACE Iq 207 21 22 20N 0.5 FUEL DISPENSER D-4 (MICRO) 2 24 2 25 26 SPACE 2-7 28 2q4 30 TOTALS 0.50 3.37 1.5 1.51 TOTALS VOLTS 208/ULO �WIRE MTC SURFACE TYPE: C-H SOURCE FL1 MAINS 60A, 3-POLE (N), 120VAC SHUNT TRIP 8/N ® TOTAL 6.87KVA BUS 1 OOA SHORT CIR(X11T DUTY 10 KAK; N - NEUTRAL SWITCHED CIRCUIT BREAKER, ADDITIONAL SPACE REQUIRED ** THE PANEL SCHEDULE 'FS' IS ONLY INDICATIVE OF PANEL RATING AND SPACE AVAILABILITY. FOR THE EXACT NUMBER OF DEDICATED BRANCH CIRCUITS AND BREAKER RATING REFER TO SUPPLIER MANUALS OF PUMP, DISPENSER, MONITOR PANELS SUCH AS: FE PETRO, RED JACKET, VEEDER ROOT, HEALY, AND GASBOY. ALL WIRING AND CONDUIT RUNS MUST CONFORM WITH NFPA 70 AND 30. L - BREAKER TO BE LOCKED IN THE "ON" POSITION. 0 PANEL SCHEDULE 2 FS- CONSULTANT: il.BLYMYER ENGINEERS, INC. 1829 CLEMENT AVE� ALAMEDA, CA 94501 TEL 510-521-3773 4 FAX 510-865-2594 FS-7 N0, REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY -ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z z cc cc CL L 0 J CL U- Q < 0 D ILL a rr '� Z � O � cut, > (1) w DATE JOB NO. 10/6/04 20454 FS-7 SHEET OF EQUIPMENT SCHEDULE FURNISHED BY: INSTALLED BY: ITEM NO. O REQ'D DESCRIPTION MANUFACTURER MODEL NUMBER SIZE/CAPACITY CONNECTIONS OWNER CONTR. OWNER CONTR. REMARKS FUELING TANKS AND EQUIPMENT 1 A 1 FILL SNVEL ADAPTOR OPW 61SALP-1020-EVR -- -- ✓ ✓ -- B 1 DUSTCAP 634TT A 1 VAPOR SWIVEL ADAPTOR OPW 61VSA-1020-EVR -- "- ✓ ✓ B i DUSTCAP 1711TT-EVR 3 -- NOT USED 4 -- NOT USED 5 A 1 DROP TUBE NTH OVERFILL PREVENT VALVE OPW 61SO-40OC-EVR -- -- ✓ ✓ _ B 1 DRAIN VALVE OPW IDK-2100 C 1 JACK SCREEN OPW 61JSK-4400-EVR D 1 FACE SEAL ADAPTER OPW FSA-400 6 A 1 EXTRACTOR FITTING - TEE OPW 233-4430 _ 4x4x3 B 0 EXTRACTOR FITTING - TEE OPW 233-4420 4x4x2 ✓ ✓ __ 7 1 CAST IRON PLUG WITH FIBERGLASS CAP -- -- -- -- ✓ ✓ + 8 A/R SCH. 40 CSG PIPE -- -- 4" -^ ✓ ✓ - 9 A A/R BULKHEAD FITTING (PRODUCT) WEAVER MFG. LLC BAS -- -- ✓ ✓ B BULKHEAD (ELECTRICAL) RV C TERMINATION BOOTS 10 A 5 FLEX CONNECTOR HOSEMASTER FSMS 2 x 24" BRAIDED FLEX CONNECTOR WITH MALE B 2 FLEX CONNECTOR HOSEMASTER FSMS 3 x 24` -' ✓ ✓ SWIVEL AND TWO END CAPS 11 A 0 FLEX JACKET WEAVER MFG. LLC J3.9x24 3' DIA. -- ✓ ✓ -- B 1 FLEX JACKET WEAVER MFG, LLC J4.9x24 4` DIA 12 -- NOT USED 13 1 BALL VALVE MORRISON 691 2'-- 14 -_ NOT USED 15 -- NOT USED 16 -- NOT USED 17 1 PRESSURE VACUUM VENT OPW 623V 3' -- �/ ✓ -- 18 A 1 B i 19 A 4 DISPENSER CONTAINMENT SUMP WESTERN FIBER, DMDS1323CI 18'Wx29'Lx27'D V B 4 STABILIZER BARS WESTERN FIBER. -- - C 0 VAPOR SHEAR VALVE-U.L LISTED OPW 6OVS-1000 1_ x1%S• D 4 EMERGENCY SHUTOFF VALVE-U.L LISTED OPW 10BUP-5928 1)4' -- 20 A 8 ISLAND FORM 6" RADIUS END x 9" HIGH MORGAN 3000R ✓ ✓ LENGTHS PER DRAWNG B 8 ISLAND FORM SIDE RAIL 9" HIGH MORGAN IFS012 -- -- 21 - NOT USED 22 A/R PIPING, FIBERGLASS A.O. SMITH RED THREAD II VARIES �/ 23 A/R PIPING, DOUBLE-WALLEO, FIBERGLASS A.O. SMITH RED THREAD II VARIES -- 24 9 ELECTRIC JUNCTION BOX -- -- _� __ ✓ ✓ _ 25 2 MANHOLE POMECO 6110-18WI 18' FOR HYDROSTATIC AND LEVEL GAUGE 26 1 MANHOLE POMECO 6110-37WI 37" 27 A/R COMPRESSIBLE FOAM BOARD -- -' -- — V/ 28 -- NOT USED 29 - NOT USED 30 -- NOT USED 31 UNDERGROUND STORAGE TANK, V.L LISTED FOR XERXES DWF-8 1Z000-CAL (4)-4' FITTINGS ON TANK FACTORY INSTALLED HYDROSTATIC MONITORING SYSTEM. A I STORAGE OF GASOLINE FUEL, FIBERGLASS TYPE A 6FT. DIA ✓ ✓ STRIKER PLATES WILL BE INSTALLED UNDER ALL OPENINGS FRP HOLD-DOWN STRAPS WILL BE SUPPUED B 1 HYDROSTATIC MONITORING SYSTEM XERXES ✓ ✓ BY TANK MANUFACTURER. C 1 22' MANWAY XERXES 22' MANWAY NTH (3)-4" NPT. ✓ ✓ FITTINGS LOCATED IN-UNE D A/R FRP HOLD-DOWN STRAPS XERXES �/ V/ E A/R STRIKER PLATES XERXES ✓ �/ F i PIPING SUMP PATH CONTAINMENT COLLAR, XERXES 48' ORDER NTH FUEL TANK(S) FIBERGLASS, WATER TIGHT (PUMP) G 1 PIPING SUMP NTH CONTAINMENT COLLAR, XERXES 4Y ORDER WITH FUEL TANK(S) FIBERGLASS, WATER TIGHT (FILL) 32 -- NOT USED THE MULTIPORT SPILL CONTAINMENT COMES NTH 33 ✓ v/ -GAL SPILL BUCKETS A 1 MULTI -PORT SPILL CONTAINMENT MANHOLE POMECO 6511EVRB-160037SC0 __ __ THE WATER SHROUD SYSTEM COMES WITH FRP UD B 1 WATER SHROUD SYSTEM OPW MPWS-33 PS. AND (2) WATER SHROUD BOOTS AND CLAMPS SUMP TO BE ORDERED SEPARATELY A 4 ELECTRONIC GASOLINE DISPENSER NTH TNN HOSE CASBOY 9852AXTW1-D (Z) -T ✓ ✓ AND INTERNAL FILTER B 8 PRODUCT HOSE DAYCO 7280-752 (8') C 8 PRODUCT HOSE DAYCO 7280-752 (7') D 8 BREAK AWAY COUPLING OPW 66-0075 E 8 45• SNVEL DPW 45-5060 F 8 NOZZLE OPW 11BP-0400 G 8 HIGH HOSE RETREIVER POMECO 6100-6000 35 - NOT USED 36 -- NOT USED 37 A i SUBMERSIBLE PUMP FE PETRO STP 2 HP 208V, A 60 Hz. ✓ ✓ B 1 CONTROLLER FE PETRO STP-SC C 1 DISPENSER ISOLATION FE PETRO DHI 120/240V D 1 MECHANICAL LEAK DETECTOR FE PETRO STP-MLD 38 A 1 INVENTORY & LEAK DETECTION SYSTEM VEEDER ROOT TLS-350 PLUS - 120V, 10. 60HZ ✓ ✓ SYSTEM HAS HIGH AND LOW LEVEL ALARMS, AND AN FOR PUMP SHUTDOWN MO EXTERNAL B 1 8-SENSOR INTERFACE MODULE 329358-001 OUTPUT RELAY C I RS-2332 COMMUNICATION MODULE 329362-001 AUDIBLE/VISUAL ALARMS CONTRACTOR SHALL D 1 FAX MODEM 394380-302 DETERMINE LEVEL. E 1 4-RELAY OUTPUT INTERFACE 329359-001 F 1 4-INPUT PROBE INTERFACE 329356-002 _ 39 1 HYDROSTATIC SENSOR, DUAL FLOAT VEEDER ROOT 794380-302 -^ -- ✓ ✓ -- 40 VEEDER ROOT __ -- ✓ ✓ FOR USTs AND INTERMEDIATE SUMPS, IF ANY A 2 PIPING SUMP SENSOR 794380-208 B 2 UNIVERSAL SENSOR MOUNTING KIT 330020-012 41 VEEDER ROOT -- -- ✓ ✓ - A 1 LEVEL SENSOR - MAG 1 PROBE 8' 847390-107 B 1 4" GAS FLOAT KIT 849600-000 C 1 14" RISER CAP AND RING KIT 312020-952 42 1 EMERGENCY SHUTOFF GENERAL ELECTRIC P9CEM6RN 60mm -- ✓ ✓ 2-POLE MUSHROOM -HEAD PUSH BUTTON 43 A 1 OVERFILL ALARM VEEDER R001 790091-001 -- 120V ✓ ✓ -- B 1 ACKNOWWLEDGEMENT SNTCH 790095-001 44 -- NOT USED 45A 4 SOLID STATE SENSOR VEEDER ROOT 794380-321 -- -- ✓ ✓ -- B 4 UNIVERSAL SENSOR MOUNTING KIT 130020-021 46 -- NOT USED 47 -- NOT USED EQUIPMENT SCHEDULE ITEM FURNISHED BY: INSTALLED BY: ONO. REQ'D DESCRIPTION MANUFACTURER MODEL NUMBER SIZE/CAPACITY CONNECTIONS OWNER CONTR. OWNER CONTR, REMARKS LUBE TANKS 48 -- NOT USED 49 M CONTAINMENT LUBE CUBE 500-GAL 3-2' FITTINGS ✓ i ABOVEGROUND DOUBLE -WALLED STEEL TANK , SOLUTIONS 2-2' VENT OPENINGS U.L 142 SUPPLIER TO PROVIDE STANDARD AND 5'-1' x S-10' x 1-4' FILLPORT EMERGENCY VENTS ON PRIMARY & SECONDARY 5'-1' 2-4' EMEGENCY VENT TANKS, LEVEL GAUGE, LOCK FOR FILL CAP, AND OPENINGS 7-GAL SPILL BOX WASTE OIL ABOVEGROUND DOUBLE -WALLED STEEL TANK CONTAINMENT LUBE CUBE 500-GAL 4-2" FITTINGS- 1 , U.L 142 SUPPLIER TO PROVIDE STANDARD AND SOLUTIONS 2-2" VENT OPENINGS EMERGENCY VENTS ON PRIMARY & SECONDARY 5'-1" x S-10' x 2-4' EMEGENCY VENT TANKS, LEVEL GAUGE, DBL-TAPPED BUSHING 5'-1' OPENINGS WITH PICK-UP TUBE & CAM FTG. NTH DUSTCAP 51 -- NOT USED 52 -- NOT USED 53 -- NOT USED -- 55-CAL DRUM WINDSHIELD WASHER FLUID. -- -- - ✓ FUEL AREA 54 1 CONCENTRATE 55 1 OVERFILL WARNING VALVE MORRISON FMM-ASO-91S AIR -OPERATED FOR WASTE TANKS LUBRICATION PUMPS, VALVES, AND HOSE REELS A 1 OVERFILL PREVENTION VALVE. CLAY &BAILEY 1226-03-1500 y' -- ✓ Ve FOR ALL NON WO ASTs B 1 CAM & GROOVE FTG-MALE ADAPTER/FEMALE THRD MORRISON 800A 2' C 1 CAM & GROOVE FTC -DUST CAP MORRISON 800DC 2• 57 _, NOT USED 58 NOT USED 59 -- NOT USED 60 MOTOR OIL SYSTEM GRACO __ ✓ ✓ A 5.1 PUMP 203-876 -- B HOSE KIT 222-063 -- C SUCTION TUBE 191-131 do 191-12 3/8' D F-R-L COMBO UNIT 110-150 3/8• E THERMAL RELIEF KIT 237-893 F AIR SHUTOFF VALVE, BLEED TYPE 110-224 G FLUID SHUTOFF VALVE 110-314 1• H LOW LEVEL PUMP CUT-OFF 203-688 J PRESSURE RELIEF VALVE 103-347 90 psi A! ._. NOT USED C Er . r �• H J. . r 62 A 1 WASTE OIL PUMP SYSTEM USED OIL EVACUATION SYSTEM GRACO 222-090 ✓ ✓ WALL BRACKET WHICH COMES AS PART OF 8 EVACUATION CONTROL VALVE 220-969 PACKAGE MAY NOT BE NEEDED C D USED OIL RECEIVER 238-866 AIR SHUTOFF VALVE, BLEED TYPE 110-225 63 A -- NOT USED 64 A NOT USED B G . . D E. r • r F G r H 65 A r .-, NOTUSED B Co r r • r D Er r . r f G r J. 66 NNDSHIELD WASHER FLUID SYSTEM GRACO _ ✓ ✓ COMES NTH AIR REGULATOR AND PRESSURE CADGE A 1 PRE -MIXED PACKAGE 237-161 AND FILTER B 1 FLUID SHUT-OFF VALVE I ll0-314 C 1 AIR SHUTOFF VALVE, BLEED TYPE 110-224 67 NOT USED A 8 C D E 68 A. -- NOT USED B. C. D. E F G H J 69 A 4 2-REEL MOUNTING CHANNEL. ENCLOSED GRACO 218-680 ✓ ✓ FOR FUEL ISLAND B 8 SIDE ENCLOSURE KIT I 218-551 C 4 END PANEL KIT + 218-552 D 6 MOUNTING BRACKET 204-741 70 A 4 HOSE REEL ASSEMBLY - WINDSHIELD WASHER GRACO 224-354 3 x 60' /� -- �/ �/ 500 SERIES FLUID-WWF (ENCLOSED) 8 4 HOSE INLET KIT 218-549 1/2' x 24" 71 A -- NOT USED e 7 4 HOSE REEL ASSEMBLY -AIR (ENCLOSED) CRAOO 224-352 3/A 8' x 60' -- �/ �/ 500 SERIES B 4 HOSE INLET KIT 218-549 1/2' x 24' 73 4 TIRE INFLATOR GRACO 236-206-- 74 5 SHUT-OFF VALVE, FLUID LINE GRACO 110-314 1" -' ✓ ✓ -- 75 -- NOT USED 78 A 2 2-REEL MOUNTING CHANNEL GRACO 218-680 MAINTENANCE AREA 0 2 3-REEL MOUNTING CHANNEL 218-681 C 8 CHANNEL MOUNTING BRACKETS 1 204-741 77 A 2 HOSE REEL ASSEMBLY - AIR (OPEN) CRAW 224-352 3/8" x 60' 500 SERIES B 2 HOSE INLET KIT 218-549 1/2' x 24' 8 AGRACO -- ✓ �/ 500 SERIES 2 HOSE REEL ASSEMBLY - MOTOR OIL (OPEN) 224-382 1/2' x 50' B 2 HOSE INLET KIT 218-549 1/2" x 24' CONSULTANT: LYMY E R ENGINEERS, INC. 1829 CLEMENT AVE ALAMEDA, CA 94501 TEL 510-521-3773 FAX 510-865-2594 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSH(JRE HWY #300 BURLINGAME CA - 94010 TEL (650) 692-9911 FAX (650) 692-0181 N0. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ■ z xso■r W z W Q 0 _j C\I < Z [r � V �y E .,..I IrL rax.au■ < O �-- z� ILL a DATE JOB NO. 10/6/04 20454 i SHEET OF ��.i-'"} 1/4" FILL W/ELASTOMERIC, FUEL RESISTANT 1" SMOOTH DOWEL, 18" LONG, 12 " C—G --� ONE SIDE SHALL BE COATED WITH BOND BREAKER TYPICAL CONSTRUCTION JOINT NOT TO SCALE SLOPE ALL MANHC' r" A SECTION B TYPICAL AT ALL MANHOLES S-1 SCALE: 1/2" = 1'—O" NOTES: 1. CONSTRUCTION SHALL CONFORM TO 1997 UBC AND LOCAL REGULATORY AGENCIES REQUIREMENTS. 2, ALL CONCRETE WORK SHALL COMPLY WITH ACI 301 & 318 LATEST EDITION. 3. ALL SLAB ON GRADE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 302.IR. 4. CONCRETE SHALL BE: 2,500 psi @28 DAY STRENGTH FOR SLAB 5, MAXIMUM SLUMP 4". WATER TO CEMENT RATIO: FROM .47 TO .53 6. AGGREGATE GRADATION AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 302—IR. 00 7. < REINFORCEMENT SHALL BE ASTM A615 GR60. 8. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" TO EARTH, 2" TO SKY. 9. CONTRACTION JOINTS SHALL BE PROVIDED @ APPROX. 15-0" SPACING. 10. CONTRACTOR SHALL VERIFY ALL PERTINENT DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. 11. CHANCES FROM THE CONTRACT DRAWINGS SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENGINEER. DGE OF MANHOLE CONSULTANT: LY'iv'i Y E R ENGINEERS, INC. 1829 CLEMENT AVE ALAMEDA, CA 94501 �`► TEL 510-521-3773 FAX 510-865-2594 ASSOCIATES ARCHITECTS AIA 1555 BAYSHCC►RE HWY #300 BURLINGAME - CA - 94010 TEL (650) 692-9911 PAY (f r,-n) AC)2 -01£31 N0. I REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS ,BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT " F Cc O �- J 50 CL LL. W F- ILL w z 0 ccU DATE JOB NO. 10/6/04 20454 FS-1 0 SHEET OF j These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for preliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. NOTE: FOR POSSIBLE - OVERFLOW OR SUMP PUMP FAILURE A 4" PVC PIPE CONNECTION TO SEWER INTERCEPTOR IS REQUIRED 1'x1' DEPRESSION ON THE PERIMETER OF ALL PITS BY CONTRACTOR FOR STEEL GRATING BY CONTRACTOR I��II _ 4' 4' SECTION D NOTES : 1. ALL CONCRETE WORK, PITS AND DRAINS ARE THE RESPONSIBILITY OF OTHERS. REINFORCING TO BE IN ACCORDANCE WITH CONTRACT DRAWINGS 2. ANY SPLASH WALLS ARE THE RESPONSIBILITY OF OTHERS. 3. ANY TRENCH AND PIT GRATING IS THE RESPONSIBILITY OF OTHERS GRATING NEEDS TO BE ACCESSIBLE BY ONE PERSON. 4. FOR EQUIPMENT LAYOUT SEE DRAWING # EQUIP 5. ANY RAIN DIVERTER SYSTEM IS THE RESPONSIBILITY OF OTHERS. 6. ALL VENTS AND TRAPS TO CONFORM WITH CITY REQUIREMENTS BY OTHERS. 7. FOOTING SIZES AND SLAB THICKNESS ARE SUGGESTED MINIMUM ONLY. ALL LOCAL CODES AND REGULATIONS MUST TAKE PRECEDENT. B. ALL ANCHOR BOLTS ARE THE RESPONSIBILITY OF OTHERS. RECOMMENDED ANCHOR BOLTS ARE AS FOLLOW: 3-1/2" LONG ANCHOR BOLT FOR A 4" CONCRETE SLAB. 5" LONG ANCHOR BOLT FOR A 5" CONCRETE SLAB. *** N/S CORPORATION WILL NOT BE RESPONSIBLE FOR INCORRECT OR UNAPPROPRIATE CONCRETE FOOTING OR SLAB. WORKHORSE CT',; 20 START OF SLOPE 12" WIDE TRENCH - 3/8" PER FOOT SLOPE 3"x3"X12"- TRENCH DAM 1'xt" DEPRESSION ON THE PERIMETER OF PITS AND STEEL GRAZING BY GENERAL CONTRACTOR 2' I 2'X2'X2' DEEP SAND TRAP SECTION A - 12" WIDE TRENCH 3/8" PER FOOT SLOPE CL EQUIP 0 0 RAILS TR A \4' -v CL EQUIP.�� 0 0 RAILS TR A �I �� 6" THICK SLAB STEEL REINFORCEMENT BY GENERAL CONTRACTOR cn DRAwNOHARLES ALIKIN TITLE VANGUARD S A N F 0 R D o DATE 12/04/04I ki [111b U ' � SCALE 1 4"=1 ' N/S Corporation SLAB A Y 0 U T [11TILM ilk -- These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for preliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. R.O. RINSE ELECTRI EYE ACTIVATOR R.O. RINSE ELECTRI EYE ACTIVATOR GENERAL NOTES 1. ALL ELECTRICAL CONNECTIONS FROM CUSTOMER'S MAIN POWER SUPPLY TO N/S CONTROL PANEL ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY AND ALL LOCAL CODES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 2. ALL PLUMBING CONNECTIONS TO MACHINE AND ALL EXTERNAL MACHINE PLUMBING ARE THE RESPONSIBILITY OF GENERAL CONTRACTOR. 3. ALL AIR LINE CONNECTIONS TO MACHINE WHEN USED IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. N/S DOES NOT SUPPLY AIR COMPRESSOR. 4. MINIMUM WATER SUPPLY TO MACHINE WITHOUT OPTIONAL PUMP SYSTEM IS 60 GPM AT 60 PSI. 5. ALL CONNECTIONS TO MACHINE SHALL BE FLEXIBLE. ALL CONNECTIONS TO AND FROM PUMP SYSTEM SHALL BE MADE FLEXIBLE. 6. WATER LINES TO BE GALVANIZED PIPE OR COPPER PIPE. 7. THE RECOMMENDED MINIMUM BREAKER AND REQUIRED AMPERAGE ARE AS FOLLOW: ITEM 460V 230V 208V F.L.A. MIN. C/B F.L.A. MIN. C/B F.L.A. MIN. C/B MACHINE CONTROL PANEL #1 10.5A 20.OA 21.OA 40.OA 23.OA 45.OA MACHINE CONTROL PANEL #2 10.5A 20.OA 21.OA 40.OA 23.OA 45.OA 5/20HP RECLAIM PUMP PANEL #1 34.6A 70.OA 69.2A 140.OA 76.1A 150.OA 5/20HP RECLAIM PUMP PANEL #2 34.6A 70.OA 69.2A 140.OA 76.1A 150.OA ROS-4000 CONSOLE PANEL 12.8A 25.OA 25.6A 50.OA 28.2A 60.OA 7.5HP PREP UNIT PANEL 11.OA 15.OA 22.OA 30.OA 24.2A 35.OA 5HP SELF -PRIME PUMP PANEL 15.2A 30.OA 30.4A 60.OA 33.4A 70.OA 8. N/S RECOMMENDS THAT ALL CONNECTIONS COMING INTO OUR PANEL BOX SHOULD BE MADE INTO THE BOTTOM OF THE ENCLOSURE. 9, ALL ANCHOR BOLTS ARE THE RESPONSIBILITY OF OTHERS, RECOMMENDED ANCHOR BOLTS ARE AS FOLLOW: 3-1/2" LONG ANCHOR BOLT FOR A 4" CONCRETE SLAB. 5" LONG ANCHOR BOLT FOR A 6" CONCRETE SLAB. WORKHORSE CTV FBI R.O. F ELECTF ACTIV? FINAL RINSE ELECTRIC El' ACTIVATOR 5'-O FINAL RINSE R.O. RINSE ARCH (DIA-100) M N FLOAT SWITCHES (TYP. ) u FINAL RINSE '� ELECTRIC EYE ACTIVATOR R.O. RINSE ARCH (DIA-100) 10 5-7'-&" LENGTH OF 61JIDEiZAIL CTV-5SB MACHINE O SPINNIER EECTRIC EYE ACTIVATION oa All TOP BRUSH 5 SPINNER ARCH W/SHIELD SIDE RUSH DETERGENT ARCH - WRAP -AROUND >_ GUIDE RAIL BRUSHES �-� SIDE BRUSH 11 Ail o O 2HP REPRESSURIZATION 5HP SELF -PRIME PUMP (TYP.) PUMP W/ PRESSURE SWITCH (TYP.)- FIN RINSE ARCH N 4000 GAL. R.O. WATER TANK 90" 0 X 164" 4'X4' X8' SUMP PIT 4'X4' X8' RECOVERY PIT MULTI -MEDIA FILTER & CARBON FILTER ROS-6000 CONSOLE TOP BRUSH W/SHIELD Co BRUSHES r N '-6" - O 180' BOOM Q FOR SPRAY WAND STA T/STOP BUTTON 0 o MACHINE CONTROL PANEL DETERGENT RUSH OTO 8' SPLASH O -CONTAINER J BOX (TYP.� WALL O 7.5HP PREP UNI 1. ® 5HP ® RECLAIM 3000 GAL. CONSOLE RECLAIM WATER TANK 90" 0 X 127" TWIN CYCLONIC RECLAIM SEPARATORS CoNSoLEM / 1 CUBIC YARD SLUDGE CART -DETERGENT • 8' WALLASH O START STOP BUTTON CONTAINER • o MACHINE CONTROL PANEL ' BOOM 80 SP NNIER EECTRIC FORT SPRAY WAND �I EYE ACTIVATION SIDE RUSH 5 SPINNER ARCH DETERGENT ARCH !D SIDE BRUSH cV 20HP HIGH PRESSURE PUMPS WITH STARTER PANEL; PAC II FILTER AND LOW PRESSURE §WITCH. Ploy, CTV-5SB MACHINE go 01 FINAL RINSE E.E. ACTIVATORS ELEVATION VIEW Ml/ TITLE F"N/SCorporation I.. ')I>> CL CL EQUIP 11�'R A 4 F, RAILS �0 IlJ\"> CL EQUIP TRAv�� CI, RAILS VANGUARD SANFORD EQUIPMENT LAYOUT EQUIP -. _- __.. IL. b T I r z z Lq 9 0 Lq 0 V) N F WK N Z These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for preliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. NOTE: 1. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE THE ELECTRICAL CONTRACTOR, 2. PLAN SHOWS ELECTRICAL WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR AS PERTAIN TO CAR WASH EQUIPMENT. 3. ALL WORK SHOWN ON THIS DRAWINGS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR AND ALL WORK MUST CONFORM TO NATIONAL AND LOCAL CODES. 4. ELECTRICAL CONTRACTOR TO SUPPLY ALL CONNECTING WIRING, CONDUIT, FITTINGS ETC. AND MAKE CONNECTION AS SHOWN. ELECTRICAL PLAN (7 PLACES) 460/230/205\/, 53/e, 60HZ POWER FROM SOURCE TO (2) MACHINE CONTROL PANELS (2 PLACES) "7 AIRES, CONDUIT, AND 24VAG CONNECTION FROM (2) 5/20HP RECLAIM PUMP 1 (FOR [51 IHP BRUSH MOTORS EACH), (2) 5/20HF RECLAIM PUMP PANELS, 5HP SELF- 11 PANELS TO (2) MAGHINE CONTROL PANELS FOR REMOTE "H.O.A." SWITCH, 20HP SPINNER PRIME PUMP PANEL, 7.5HP PREP UNIT PANEL AND ROS-4000 CONSOLE PANEL BY E.G. PUMP START 516NAL, AND 5HP RECLAIM CONSOLE START 5165NAL BY E.G. 2 (4 PLACES) 2 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) MACHINE $ SPINNER ELEGTRIG EYE SENSOR EMITTER AND RECEIVERS TO (2) MAIN CONTROL PANELS BY E.G. 3 (2 PLACES) 3 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) PRE55URE 5AITGHE5 TO SELF -PRIME PUMP PANEL BY E.G. 4 AIRES, CONDUIT AND 24VA0 CONNECTION FROM FLOAT 5AITGH JUNCTION BOX 4 TO 5/20HP RECLAIM PUMP PANEL FOR: (1) FRESH HATER MAKE-UP 5AI7GH (N.G.), AND (1) LON LEVEL GUT -OFF FLOAT SNITCH (N.C.) BY E.G. 5 2 AIRES, CONDUIT AND 24VAG CONNECTION FROM FLOAT 5AITGH JUNCTION BOX TO 5/20HP RECLAIM PUMP PANEL FOR: (1) LON LEVEL GUT -OFF FLOAT 5AITGH (N.O.) BY E.G. 6 (2 PLACES) 460/250/208V, 59/a, 60Hz AIRES AND CONDUIT FROM (2) 5HP 5ELF-PRIME PUMPS TO 5HP 5ELF-PRIME PUMP PANEL BY E.G. 4 AIRES, CONDUIT AND 24VAG CONNECTION FROM FLOAT SWITCH JUNCTION BOX TO 5HP 5ELF-PRIME PUMP PANEL FOR: (1) HIGH LEVEL FLOAT 5AITGH (N.O.) AND (1) LON LEVEL CUT-OFF FLOAT SNITCH (N.O.) BY E.G. (6 PLACES) 2 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) SPINNER ARCH SOLENOID 8 VALVES, (2) MACHINE NASH SOLENOID VALVES, AND (2) FINAL RINSE SOLENOID VALVES TO (2) MACHINE CONTROL PANELS BY E.G. 9 (4 PLACES) 2 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) FINAL RINSE ELEGTRIG EYE SENSOR EMITTER AND RECEIVERS TO (2) MACHINE GONTROL PANELS BY E.G. 1 (10 PLACES) 460/230/208V, 33/a, 60HZ AIRES AND CONDUIT FROM (2) MACHINE CONTROL PANELS TO (10) IHP BRUSH MOTOR JUNG710N BOXES BY E.G. WORKHORSE CTV-5SB 12 2 WIRES, CONDUIT AND 24VAG CONNECTION FROM FLOAT 5AITGH J-BOX TO 5HP SELF -PRIME PUMP PANEL FOR: (1) RECLAIM WATER HIGH LEVEL FLOAT 5AITGH (N.G.) BY E.G. 13 (2 PLACES) 3 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) PRESSURE 5AITGHES TO (2) 5/20HP RECLAIM PUMP PANELS (I 5WITGH EACH) BY E.G. 14 115 VOLT DUPLEX RECEPTIGLE, 6F1 RATED FOR OUTDOOR USAGE, WATER PROOF, FROM SOURCE FOR BACKWASH CONTROL VALVES FOR MULTI -MEDIA FILTER 4 CARBON FILTER BY E.G. 15 (4 PLACES) 2 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) R.O. ARCH ELECTRIC EYE SENSOR EMITTER AND RECEIVERS TO ROS-4000 CONSOLE PANEL BY E.G. 16 (2 PLACES) 2 AIRES, CONDUIT AND 24VAG CONNECTION FROM (2) R.O. ARCH SOLENOID VALVES TO R05-4000 CONSOLE PANEL BY E.G. 4 AIRES, CONDUIT AND 24VAG CONNECTION FROM FLOAT 5AITGH JUNCTION BOX TO ROS-4000 1 "7 CONSOLE PANEL FOR (1) HIGH LEVEL FLOAT 5AITGH (N.C.) AND (1) LOA LEVEL GUT -OFF FLOAT 5AITGH (N.O.) BY E.G. 18 (2 PLACES) 460/25O/208V, 53/a, 60HZ AIRES AND CONDUIT FROM R05-4000 CONSOLE PANEL TO (2) 2HP REPRE55URIZATION PUMPS BY E.G. 19 2 AIRES, CONDUIT, AND 24VAG CONNECTION FROM FRESH WATER MAKE-UP SOLENOID VALVE TO 5/20HF RECLAIM PUMP PANEL BY E.G. 20 (2 PLACES) 2 AIRES, CONDUIT, AND 24VAG CONNECTION FROM (2) 5TART/5TOP BUTTONS TO 7.5HP PREP UNIT PANEL BY E.G. cn DRAW CHARLES ALIKI TITLE O_ DATE 12/04/04 / U � SCALE 1 /4"=1 ' N/S Corporation VANGUARD SAN FORD ELECTRICAL AYOU T CL EQUIP �O�\cs 0' 0 RAILS TRA��- CL EQUIP \\O 0 0 RAILS TRA\A� DWG. No. ELECT L_ These are only general drawings produced with sole intent of showing the approximate location of equipment and utilities necessary to run said equipment. They are by no means to be considered complete or exact in detail. These drawings are produced as a service to assist the customer and his architect for preliminary planning and bidding purposes. N/S does not accept any responsibility for the accuracy, errors and omissions on said drawings. 2" SUCTION CHECK CAM COUPLER QI DETAIL - A NOT TO SCALE NOTE: 1. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE THE PLUMBING CONTRACTOR. 2. PLUMBING CONTRACTOR IS TO PROVIDE ALL PIPING SHOW AND CALLED FOR ON THIS DRAWING, INCLUDING ALL CONNECTION TO EQUIPMENT, 3. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AN APPROVED PRESSURE TYPE BACKFLOW DEVICE ON THE FRESH WATER LINE PRIOR TO ANY INDUSTRIAL WATER CONNECTIONS TO CAR WASH EQUIPMENT. 4. CONTRACTOR IS TO PROVIDE AND INSTALL A SHUT—OFF VALVE (BALL VALVE) AND UNION PRIOR TO ANY CONNECTION TO EQUIPMENT. 5. CONTRACTOR IS TO PROVIDE ANY ADDITIONAL VENTS THAT MAY BE REQUIRED BY CODE FOR DRAIN LINES. 6. THE PLUMBING ROUTING IN THIS DRAWING IS IN DIAGRAM FORM. ROUTING OF PLUMBING IS BY PLUMBING CONTRACTOR. STEEL GRATING VATER LINE 3ARREL SCREEN FILTER LEGEND: WATER LINE SOLENOID VALVE PRESSURE REGULATOR BALL VALVE DEMA INJECTOR a TEE OR REDUCING TEE qa1 CHECK VALVE PLUMBING PLAN (2 PLACES) 2 "5/8 WATER LINE (BY P.G.) WITH BARREL SCREEN, VERTICAL 1 CHECK VALVE, STRAINER, AND GAM COUPLER CCU I GK DISCONNECT (BY N/S) FROM SUMP PIT TO (2) 5HP SELF PRIME PUMP INLETS BY P.G. "FIFE TO BE SUPPORTED BY RIGID SUPPORTS" (SEE DETAIL A) 2 (2 PLACES) 2 "5/6 WATER LINE FROM (2) 5HP SELF -PRIME PUMP OUTLETS TO (2) TWIN CYCLON I G SEPARATOR INLETS BY P.G. 3 (2 PLACES) 21/6 WATER LINE FROM (2) TWIN GYCLON 1 G SEPARATOR OUTLETS TO 5000 GAL. RECLAIM WATER TANK BY P.G. 4 (4 PLACES) 2 "X2 "X I " TEE W I TH 11/6 TO 1 /4"3/6 REDUCER FOR PRESSURE SW I TGHES (BY N/S) BY P.G. 5 21/8 SCHEDULE 50 PVG CONTINUOUS DRAIN LINE WITH BALL VALVE (BY P.G.) FROM 5000 GAL. RECLAIM WATER TANK TO RECOVERY PIT BY P.G. 6 1 1/2"5/6 OVERFLOW LINE FROM SLUDGE CART TO RECOVERY PIT BY P.G. "7 I1/8 SGHED 80 PVC OVERFLOW LINE FROM R.O. WATER TANK TO SEWER BY P.C. S 5 3/6 OVERFLOW LINE FROM RECLAIM WATER TANK TO SEWER BY P.G. 9 (4 PLACES) 2" 3/8 WATER LINE WITH BALL VALVE (BY P.C.) FROM 5000 GAL. RECLAIM WATER TANK TO (2) 5HP RECLAIM CONSOLES AND (2) 20HP SPINNER PUMPS BY P.G. 10 I 1 /2 5/8 WATER LINE W I TH BALL VALVE (BY P.C.) AND SOLENOID VALVE (BY N/S) FOR FRESH WATER MAKEUP FROM SOURCE TO 3000 GAL. RECLAIM WATER TANK BY P.G. WORKHORSE CTV-5SB 11 (2 PLACES) 2 3/6 WATER LINE W I TH SOLENOID VALVE (BY N/S) FROM (2) 20HP SPINNER PUMP OUTLETS TO (2) SPINNER ARCHES BY P.G. 12 (2 PLACES) I 1 /2 "5/6 WATER LINE WITH SOLENOID VALVE AND DEMA INJECTOR (BY N/S) FROM (2) 5HP RECLAIM CONSOLE OUTLETS TO (2) MACHINE WASH MANIFOLDS BY P.G. 13 (2 PLACES) 5/81/6 VINYL HOSE FROM (2) DETERGENT TANKS TO (2) DEMA INJECTORS BY ERECTOR 14 (2 PLACES) 1 "5/8 WATER LINE WITH BALL VALVE (BY P.G.) AND SOLENOID VALVE (BY N/S) FROM FRESH WATER SOURCE TO (2) FINAL RINSE ARCHES BY P.G. 15 1 I/2" 3/8 WATER LINE WITH PRESSURE REGULATOR, BALL VALVE AND GHEGK VALVE (BY P.G.) FROM FRESH WATER SOURCE TO MULTI -MEDIA FILTER INLET BY P.G. 16 1 1 /21/8 RUBBER HOSE FROM MULTI -MEDIA FILTER OUTLET TO CARBON FILTER INLET BY ERECTOR. 17 1 1 /21/8 RUBBER HOSE FROM CARBON FILTER OUTLET TO R.O. CONSOLE BY ERECTOR. 18 I "% RUBBER HOSE FROM R.O. CONSOLE TO 4000 GAL. R.O. WATER TANK BY ERECTOR. 19 (2 PLACES) 11/8 SGHED 50 PVC LINE WITH BALL VALVE (BY P.G.) FROM 4000 GAL. R.O. WATER TANK TO (2) 2HP REPRESSURIZATION PUMPS BY P.G. 2 0 (2 PLACES) I "% SGHED 80 PVG LINE WITH SOLENOID VALVE (BY N/S) FROM (2) 2HP REPRESSURIZATION PUMPS TO (2) R.O. ARCHES BY P.G. CL EQUIP0�1 RAILS RAvJ_ CL EQUIP '�\O I 1 J,>'> 0 0 Tl RAILS TR A \J'C- 21 (5 PLACES) 1/2"5/8 SCHED 80 PVG DRAIN LINE FROM R.O. CONSOLE, MULTI -MEDIA ILTER, AND CARBON FILTER DIRECTLY TO 5EAER BY P.G. 22 3/4" 3/8 WATER LINE AITH HOSE BIB FROM FRESH RATER SOURCE FOR '73HP PREP UNIT BY P.G. ' 2 3 APPLIANCE HOSE FROM HOSE BIB TO -1.5HP PREP UNIT INLET BY P.G. 24 1/2"3/8 PRESSURE HOSE (MAXIMUM PRESSURE 2000P51) FROM -7.5HP PREP UNIT OUTLET TO PIPE FITTINGS AT 5/6 14" A.F.F. BY P.G. 1/2"5/6 SGHED 80 GALVANIZED OR STAINLESS STEEL PIPE WITH 2O0OPS1 FITTING ' 25 FROM PRESSURE HOSE FITTINGS AT 5/6 14" A.F.F. TO PREP GUNS (DROP AND TERMINATE WITH FEMALE THREADED END AT 5/6 56" A.F.F.) BY P.G. �a 6 Z DRAWNCHARLES ALIKI TITLE 6 DATE 12/02/04 � SCALE 1 /4"=1 ' N/S Corporation f=UME3 NG NTRACJOR VANGUARD PLUMBING SAN FOR D LAYOUT DWG. No. m i t1 s