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HomeMy WebLinkAbout22733-ZEXIST, CDNC~ SIDEWg EglST, GRASS ~ EXIST, UTILITY .'~ POLE EXIST, BASIN CATCH YARD -- UTILITY POLE N 48 57 / ,? EX'ZST, 30 TREES __. AN]] EXIST, ,CBNC,' LAN/N~ CAPiNG'% EXIST, SOLID METAL FENCE W/GATE EXISI PARKINI SPAOES 66,2' EXIST, 3-BAY CFlbBNIAL SERVICE STATIBN AREA DRAIN SALES 43'-0" 14' 84' :~ iXIST, LANDSCAPING EXIST, CBNC, RAMP CURD EXIST, LANBSCAPINl 14' 11'-5' EXIST, KIBSK T'B REMAIN 85' CBNC, MAT REPAIR AS REQ'D, : 31'-0' PROPOSED NEW 43'X57' I 4-COL, CANOPY EXIST, GRASS LANDSCAPING -- EXIST, EXIST. CONC, SIDEWALK EXIST, GRASS AREA 4' ST'L. BUMPER GUARD (TYP,) EW CANOPY COL, (TYP,) EXIST, CONC, PUMP ISLAND W/ PUMPS CBNC, DRAINAGE SWAL ' 145,00' RUBBISH ENCLOSURE (IST, KING SFACES MAIN IS. (S,R, aS) ¢, (fCC~JPAAC'~ EXIST, 3-10M DWFG TANKS ASPHALT PAVEMENT ,/ /OAK PL, SITE ~'~ N,Y,S, RT, 85 EXIST, DRAIN INLET CONNECTED TO DRYWELL MAIN ST, KEY MAP N,T,S, EXIST/ EXIST. CATCH BASIN UHDERWRffERS CE~fflCATE REQUIRED 43' I ~,~ L~" NEW CANOPY 43'X57' ¢ L~', CANOPY FINISH COLORS FROM TOP TO BBT, BROWN RUST G~LD -- CANOPY COL, 198,00' EXIST, VENTS EXIST, GAURD TEL, GRADE -- 31' RAIL (TYP,) MAIN ROAD GRADE BOOTH YARD LT, ELEVATION ~CALE 1'=10'-0' --EXIST, NEW 4' DUMPER GUARD (TYP,) PUMPS (TYP,) PUMP ISLAND CANOPY 4YX57' 57' 89' 14' ----CANOPY COL, CANOPY FINISH COLORS FROM TOP TB BDT, BROWN RUST GOLD FACT[ EXIST, PUMPS (TYP,) PUMP ISLAND ,,,] NEW 4' ]DUMPER ~ GUARD (TYP,) ~-- EXIST. ]NY AVE, ELEVAT~ SCALE 57'-0' N ID 29'-0' SIGN '1 · · · 400 W SURFACE HOUNTED METAL HALIDE LIGHTS (16 TOTAL) i, 14' ~'"-~CANOPY COL(WP.) ~ · · · I-- 14' I)ESCRIPTIBN~ ] BY I APP'] 'AX MAP iOOO-i4~-t-~7 WAREX TERMINALS CORP, 1 SOUTH WATER ST,, P.O, BOX 488 NEWBURGH , N,Y, 18550 'ITLE, ~ROPOSED CANOPY INSTALLATION :/C PT, 85 AN]3 FACTORY AVE, HATTITUCK, NEW YORK 1'1958 .~ PetroLeum Associ~tes ~A~E P.E, LUU~S 9ERBNDE ~ ~RCH RD, t6 V~CTBR~A [UTHBLD, N,Y, tt97~ ~HZTYVZLLE, N,Y, ~Z70~ it6-765-~94~ 5tG-598-t065 ~N, ~Y L~R SCALE~ &S NOTE9 15' 14' 9/82/94 DRAWING No, REV, 9487 -LO SHEET 1 OF ./ ERECTOR NBTES FASCIA I OCATLNG NOTE: ENDS & SIDES CENTER PANELS EQUAL DISTANCE FROM TNE CORNERS. -BRACES 0 4B" O/C 14'-6" T,S, COLUMNS TOP OF DRIVE CONCRETE FOOTINGS (by G,C.) //SAG ANGLE (TYP.) FLAT LAMINATED SINGLE BAND GLOSS PURLIN HEIGBT DECK & BUTTER DEPTH CLEARANCE HEIGHT ROOTER SUBSET (14) 5/8"¢ A-S25 BOLTS IN EA. SPLICE, 8) IN TOP PURLIN & 6) IN SIDE pLATES. BOLT THRU PURLIN FLANGE WTH NUTS ON TOP "X 4" GALV STEEL KTERNAL DOWNSPOUT GLOSS WHITE SIDE pLATES ARE CENTERED IN WER PURLIN WEB ~ ~ SIDE ELEVAT IF~N ~ o ~- LO 03 6" WIDE x S" DEEP GALVANIZED 6" WIDE x B' DEEP STEEL PERIMETER GUTTER IN GALVANIZED STEEL PRE-FINISHED GLOSS WHITE FASCIA LOCATING NOTE: ENDS ~ SIDES FLAT CROSS DRAIN CORNERS & SEAMS TO BE CENTER PANELS EQUAL DISTANCE PRE-FINISHED GLOSS WHITE CAULKED WATER-TIGHT /~OM THE CORNERS / / I 4'-0" I _ D 2'WB"xl/4"×~o' o j WlA×BB P12 W14xBB Pll J I DB /SAG ANGLE (TTP.) 047 I , I~ 17 -6 I I SPLICE 7, -0, J j W14x22 PlO I 7, -0· J I W14x22 P8 SPLICE ~ J '-0" 3S~-0' 7~-0~ ~ 7'-0' ~ h ~ I II ~ ~ L W14x22 P4 SPLICE / I 4'-o' I ~ ~ ~ '_n" 2g '-0" 1 ~'-0"PAN~(2) 2 S STARTERsTART ANDPANELS'END (84) 16" PANELS 5" FROM PURLIN ENDS 57'-0" CANOPY FRAM I N5 PLAN NOTE DIRECTION OF DOWNSPOUTS RELATIVE TO COLUMNS, ALSO INDICATE NORTH RELATIVE TO STRUCTURE, SPLICE DETAIL (4) A-525 BOLTS 5/B"R @ EACH ~1 CONNECTION '"~- · MAIN BEAM · IJl~'- 2 3/4" ~(PICAL ~DECK PANEL CLIP STRUCTURAL "-"I I r / A-325 ISOLTS @ BACH CONNECTION CONNECT I ON:S ]3ETA I L A, ALL LEVELING NUTS AND ROOTING ELEVATIONS MUST BE CHECKED WITH A TRANSIT. VERIFY ALL FOOTING BOLT CENTERS B CHECK ALL STEEL FOR PLUMB. SQUARE, AND LEVEL AFTER IT IS ERECTED C TORQUE ALL 5/8"¢ A-B25 H S, CONNECTION BOLTS TO 200 FOOT POUNDS, TORQUE ALL 5/4"¢ A-B25 HS CONNECTION BOLTS TO 355 FOOT POUNDS D, CHECK LEVELNESS OF BOTTOM OF PURLINS WITH A TRANSIT E, ALL BRACING FOR BEAMS AND PURLINS IS TO BE WELDED ON BEFORE DECK PANELS ARE INSTALLED, F. FIELD PRIME ALL STRUCTURAL STEEL CONNECTIONS AND SPLICES AFTER STEEL IS ERECTED, GENERAL NBTES CONCRETE POR FOOTERS SHALL ACHIEVE A MINIMUM COMPRESSION STRENGTH OF 3000 PSI I1. AN ASSUMED SOIL BEARING OF BO00 PBF SHALL BE VERIFIED IN THE FIELD. AND IF TEST RESULTS INDICATE LESS CAPACI~', TFC SHALL BE NOTIFIED i IMMEDIATELY FOR REDESBN OF FOOTERS. III!I ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES, IV ALL STRUCTURAL SHAPES AND PLATES USED IN THiS CONSTRUCTION SHALL COMPLY WITH ASTM SPECIFICATIONS DESIGNATED A-SS, EXCEPT STRUCTURAL TUBING WHICH SHALL COMPLY WITH AETM SPECIFICATION A-500, GRADE B, V ALL WELDING UNLESS SPECIFICALLY NOTED SHALL BE PERFORMED IN THE COMPANY SHOP BEFORE SHIPMENT, ALL WELOS SHALL BE 'FULL' WELBS~ A MINIMUM OF 1/4" SIZE AND PERFORMED BY CERTIFIED WELDERS, FBBTER NOTES 1' CONCRETE BASE BY GENERAL CONTRACTOR, 2 #4 BARS @ 12" o/c EACN WAY BY GENERAL CONTRACTOR. 4 LAYERS REQUIRED AND 1 BAR VERTICAL AT EACH CORNER 5 IF 8ABE PLATE MUST BE SHIMMED FOR LEVELING, GENERAL CONTRACTOR MUST FILL UNOER BASE PLATE WITH NON-SHRiNK GROUT, GROUT MUST BE A MINIMUM OF 1 1/8" THICK TO A MAXIMUM OF B 5lB" THICK. 4. 1 1/4"¢ x 56" LONG A-B6 ANCHOR BOLTS WITH 6" BENT LEG AND 6" TIqREADEO PROJECTION WITH DOUBLE NUTS FOR PLUMBING AND LEVELING, (4 REQUIRED PER COLUMN) 5, ALLOW A 36" SQUARE OPENING IN DRIVE AT COLUMNS FOR INSTALLATION OF ANCHOR BOLT NUTS. OPENING TO BE FILLED WITH CONCRETE AFTER ERECTION. §. ELECTRICAL ACCESS OPENING (~"¢ HOLE) WITH s'Ws" COVER PLATE LOCATED APPROXIMATELY 4' ABOVE TOP OP ORIVE. NOTICE THIS CANOPY STRUCTURE MEETS OR EXCEEDS THE STANDARDS AND SPECIFICATIONS OF TFC CANOPY, ANY ALTERATIONS OF THE STRUCTURAL STEEL ON THIS CANOPY WITHOUT THE WRITTEN CONSENT OF TFC CANOPY WILL VOID TFC CANOPY OF ANY RESPONSIBILITY IN THE EVENT OF STRUCTURAL FAILURE. CAP PLATE DETA I L BILL PART NB, PART NAME COLUMNS BASE PLATE TOP PLATE COLLAR BAIN BEAMS OF MATERIALS PART DESC, jD~TE SPLICE BEAM LATERAL ANGLE NEB SPLICE SAG ANGLES [] OFFICE [] ERECTOR [] STEEL [] ENGR, NO.: 350127 QUOTE NO,' 11600 ROYALE ® 1994 TFC CANOPY PARAOESIGN LIVE LOAD, 30 PSF I UPLIFT LOAD: 33 PSF I WIND LOAD: 3t PSF 57' x 43' 4-COLUMN ,Loc, RT, 85 ~ MATT ITUCK, NY For: HENRICH EQUIPMENT CO, WEST BABYLON, NY SCALE' AS NOTED IDRAWN BY: j D~E 08/13/95 K, SCHURR DRAWING NUMBER 1 ., THERMOSTAT DETECT~R$ ~ WIRED :IN PARALLEL~ CIRCUIT CLOSING ~fCLOSEO CONTACTS 1 ,,% 120 VAC SUPPLY IUASOL INE PUMP SHUTOFF g. ~. t. ~-,-( DEVICE t ,GENERAL MOTES 1. SYSTEM TO BE PYRO-CHEM MODBL PCG~45/45L/22~,' , 2. HEAT DETECTORS TO BE "TNEkMOTEOH' MODEL 3O2-ET-~§~.RA~E ANTiCI'~ATE~?~,, 3.,ALL FUEL DISPENSERS SHALL S~UT'DOWN UPON SURPRESSION SYSTEM TION. THESE S~ALL BE NO MANUAL RESET 0P THE :~IS~NS,~G~S~STEM ABLE. TBS DISPENSERS SHAL'L NOT BE CAPABLS~OF'BEIN~ ~ESTART~D UN~I~ THE SUPPBESSlON SYSTEM I8 RESTORED TO OPERATING CONDITION. ANY gN AUTHORIZED ACTION TAKRN TO RESTORE DISPENSZN~ OPBRA~iON WITHgUT: FIRST HAVING THE SUPPRESSION SYSTEM RESTORED S~A~L BE CONSIDeReD A VIOLATION OF THE ~,~, 5~"~, FIRE PREVENTION CODE, 4, SYSTEM TO BE INSTALLED IN ACCORDANCE WITH U.L. LISTING. 5. ALL pIPING TO BE SCHEDULE 40 GALVANIZED STEEL. 6. SYSTEM TO SINGLE ZONE PNEUMATIC RELEASE. 7. DRY CHEMICAL AGENT TO BE "PYBO BC' ( REGULAR SODIUM BICARBONATE 8. ALL HAND HELD EXTINGUISHERS TO BE "PYRO BO" COMPATIBLE. g. NOZZLE CAPS TO BE INSTALLED UPON FINAL TESTING. 10. THE ELECTRICAL COMPONENTS OF T~E SYSTEM SHALL BE INSTALLED IN SUCH MANNER SO THAT tF POWER IS D, ISCONNECTED E~OM THE SUPPRESSION SYSTEM, THE PRODUCT PUMPS WILL BE RENDERED INOPERABLE. (SEE DETAIL 'A') 'Fire Guard o£ l,ongln . ' 40-8 BU~% Dr~ve. ,' Dee~ P&~k,N.Y. ?2g, ,' DAT~ NO. 242-S3t5 SITE: ~ EXIST. CONC, EXIST, GRASS EXIST, POLE EXIST, BASIN YARD-LT, EXIST PARKINI SIDE~A AREA UTILITY CATCH AREA DRAIN 14' 29'-0" LANDSCAPING CURB 11'-5' 14' EXIST, SPAGES T= TREES/~p AND t ~ , x.L.¢, EXISL SOLID METAL FENCE W/GATE EXIDT~ ,CONC, , ,[ RETAINING. WALL ,, LANIZSCAPING , 662' EXIST, 3-BAY COUONIAL SERVICE STATION -~ SALES. t 43'-¢ 4,2 EXIST, KIOSK TO REMAIN 85' CONC, MAT REPAIR AS REQ'D, ] 46,00' RUBBISH ENCLOSURE RKING SFACES g EXIST, 3-10M DWFG TANKS iLO' >ROPDSED 43'X57' ~-COL, CANOPY NEW 4' ST'L, BUMPER GUARD (TYP,) CANOPY COL, (TYP,) ASPHALT PAVEMENT --EXIST. CONC. PUMP ISLAND W/ PUMPS EXIST, DRAIN INLET CONNECTED TO DRYWELL 48 57' 3F EXIST, LANDSCAPING / -- EXIST, CON& DRAINAGE SWAL EXIST. EXIST, CONC, LANDSCAPING CBNC, RAMP RAMP EXIST, GRASS & EXIST, CONC, SIDEWALK EXIST, GRASS AREA -- UTILITY POLE MAIN EXIST, CATCH BASIN UNDEI~WRITBS ERTI~ICATE R£QUIBED /OAK PL, A SITE MAIN ST. KEY MAP N,T,S, --NEW CANOPY 43'X57' ICANOPY FINISH COLORS FROM TOP TO BOT, BROWN RUST GOLD -- CANOPY COL, -! -N EXIST, VENTS EXIST, GAURD TEL, YARD GRADE -- RAIL (TYP,) GRADE BOOTH CT, MAIN ROAD ELEVATION ~gCALE 1"=i0'-0' NEW 4' BUMPER GUARD (TYP,) EXIST, PUMPS (TYP,) --EXIST, PUMP ISLAND CANOPY 43'X57' 3'-0' 4~ 57' 29' · CANOPY COL, FACTi]RY AVE, , ~/,~R 26 ~ ELEVATIOR? SCALE CANOPY FINISH COLORS FROM TOP TO DOT, BROWN RUST G~LD EXIST, PUMPS (TYP,) EXIST, PUMP ISLAND NEW 4' BUMPER GUARD (TYP,) ID 57'-0' 29'-0" SIGN 14' 43'-0' '1 11' · · · I I 400 W SURFACE MOUNTED METAL HALIDE LIGHTS (16 TOTAL) I' ~"'~CANOPY COL.(~P.) ~ · · · 1' 15' 14' DESCRIPTIONS 'AX MAP 1000-14~-i-~7 WAREX TERNINALS CORP, I SOUTH WATER ST,, P,O, BOX 488 NEWBURGH , N,Y, 18550 TITLE, SITE PLAN PROPOSED ~5N%% INSTALLATION N/E/C RT, FACTORY AVE MATTITUCK, NEW YORK i'i95~ ' ~p Wk~ I ~ I ~RP'" .. PetroLeum W, WADE P.E, 58O ]~IRDH RD, ~DUTHOLD, N,Y. 11971 516-765-8941 Assodotes LOUIS DERONDE ~ 16 VICTORIA DRIVE AMITYVILLE, Nfl, 11701 516-598-1065 OWN, BY LI]R , DRAWING No, CH'K'D, BY WW SCALD Ag NOTED DATE, 9/88/94 9487 -LO SHEET 1 OF 1 REV, FASCIA LOCATING NOTE: ENDS & SIDES CENTER PANELS EQUAL DISTANCE FROM THE CORNERS 3'-0" jSAG ANGLE (~'¢P,) 14'-6' - BRACES @ 48" O/C T,S, COLUMNS X STEEL DOWNSPOUT GLOSS WHIPE TOP OF DNIVE CONCRETE FOOTINGS n ii FLAT LAMINATED SINGLE BAND GLOSS PURLIN HEIGHT DECK & GUTTER DEPTH CLEARANCE HEIGHT ~, ~, S I ;DE ELEVAT IBN~, © ~_ (14) 5/8"¢ A-B25 BOLTS IN LA, SPLICE. (B) IN TOP PURLIN & (6) iN SIDE PLATES, BOLT THRU PURLIN FLANGE WITH NUTS ON TOP. SIDE PLATES ARE -- CENTERED IN WEB .1 _ 2" PURL I N WEB SPL ]' CE 6" WIDE x 3" OEEP gALVANIZED 6" WIDE x 5" DEEP STEEL PERIMETER GUTTER IN GALVANIZED STEEL PRE-FINISHED GLOSS WHITE FASCIA lOCATING NOTE: ENBS& SIDES FLAT CROSS DRAIN CORNERS & SEAMS TO BE CENTER PANELS EQUAL DISTANCE PRE-FINrSNED GLOSS WHITE CAULKED WATER-TIGHT FROM THE CORNERS, 2' -6" 20' -0" W~A,,EB_ R. m CO /SAG ANGLE re'R,) -- -- ] ~ ~ 1 7' -6' I 7' -0'~ I z__ - I - - I , , I, I 7,_oH II I ~, I I , , ;'-o" ss'-o' 7'-o' ]1 '% - I I I 7,_0,, I ~ I I ° ° -- -- -- I 17'-6" I SPLICE I , cE;: 10" 14'-0" 29'-0" 57'-0" 14'-0" (2) 2" STARTER PANELS, (84) 18" PANELS CANF1PY FRAH TNG PLAN NOTE DIRECTION DF DOWNSPOUTS RELATIVE TB COLUMNS, ALSO INDICATE NORTH RELATIVE TD STRUCTURE, F DETAIL (4) ,,A-325 BOLTS . 5/8 ¢ © EACH ~ CONNECTION~%'~. · MAIN BEAM k 2 5/4" TYPICAL ~-OECK PANBL CLIP ~- A) A-525 BOLTS 5/4"¢ ~ EACH CONNECTION STRUCTURAL CONNECT m ONS DETA ~ L ; BXB"l I 1%13/16"¢ HOLES CAP PLATE DEYA];L 3ILL PART NO, PART NAME COLUMNS EASE PLATE TOP PLATE COLLAR MAIN BEAMS PURLINS (PLB~5~7~%F PURLINS SPLICE BEAN LATERAL ANGLE ~EB SPLICE SAG ANGLES OF MATERIALS PART OESC, RECTOR NOTES A, ALL LEVELING NUTS AND FOOTING ELEVATIONS MUST BE CHECKE TRANSIT, VERIFY ALL FOOTINg BOLT CENTERS, B CHECK ALL STEEL FOR PLUMB, SQUARE, AND LEVEL AFTER IT I', C. TORQUE ALL 5/B"¢ A ~25 H,S, CONNECTION BOLTS TO 200 FC TORQUE ALL 5/4"¢ A-325 H,S CONNECTION BOLTS TO 355 FC D CHECK LEVELNESS OF BOTFOM OF PURLINS WITH A TRANSIT E, ALL BRACING FOR BEAMS AND PURLINS IS TO BE WELDED ON ~ DECK PANELS ARE INSTALLED. FIELD PRIME ALL STRUCTURAL STEEL CONNECTIONS AND SPLICE~ STEEL IS ERECTED, GENERAL NOTES CONCRETE FOR FOOTERS SHALL ACHIEVE A MINIMUM COMPRESSI4 STRENGTH OF 3000 PSI II. AN ASSUMED SOIL BEARING OF 5000 PSF SHALL BB VERIFIED ID, AND IF TEST RESULTS INDICATE LESS CAPACI~(, TFC SHALL BE I' IMMEDIATELY FOR REDESIGN OF FOOTERS Ill, ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND IV, ALL STRUCTURAL SHAPES AND PLATES USED IN THIS CONSTRUCq COMPLY WITH ASTM SPECIFICATIONS DESIGNATED A-S6, EXCEPT TUBING WHICH SHALL COMPLY WITH ASTM SPECIFICATION A-500. V, ALL WELDING UNLESS SPECIFICALLY NOTED SHALL BE PERFORME COMPANY SHOP BEFORE SHIPMENT, ALL WELDS SHALL BE 'FULl A MINIMUM OF 1/4" SIZE AND PERFORMED BY CERTIFIED WELDE FOOTER NOTES 1, CONCRETE BASE BY GENERAL CONTRACTOR, 2 ~A BARS @ 12" o/c EACH WAY BY GENERAL CONTRACTOR, 4 LAYERS REQUIRED AND 1 BAR VERTICAL AT EACH CORNER 5. IF BASE PLATE MUST BB SHIMMED FOR LEVELING, GENENAL COM' FILL UNDER BASE PLATE WITH NON-SHRINK GROUT GROUT MUS' MINIMUM OF 1 1/5= THICK TO A MAXIMUM DP 5 5/8" THICK, A, 1 1/A"¢ x 56" LONG A-56 ANCHOR BOLTS WITH 6" BENT LEG THREADED PROJECTION WITH DOUBLE NUTS FOR PLUMBING AND (4 REQUIRED PER COLUMN) 5. ALLOW A 56" SQUARE OPENINg IN DRIVE AT COLUMNS FOR INS]- ANCHOR BOLT NUTS. OPENING TO BE FILLED WITH BONCRETE AF 6, ELECTRICAL ACCESS OPENING (/O'S HOLE) WITH 5"x6" COVER PLATE LOCATED APPROXIMATELY 4' ABOVE TOP OF DRIVE, NOTICE THIS CANOPY STRUCTURE MEETS OR EXCEEDS THE STANDARD.< SPECIFICATIONS OF TFC CANOPY. ANY ALTERATIONS OF THE STRUCTURAL STEEL ON THIS CANOPY WITHOUT THE WRITTEN C OF TFC CANOPY WILL VOID TFC CANOPY OF ANY RESPONSIBIL THE EVENT OF STRUCTURAL FAILURE, GE 360 [] OFFICE [] ERECTOR [] STEEL JOB NO.: 350127 QUOTE N0,:11600 ROYALE 57' x 45' i-COLUMN Loc, RT, 25 ~ MATT I TUCK, NY !For: HENRICH EQUIPMENT CU, WEST BABYLON, NY SGALE' AS NOTEDI DR^WNBY: I ORAV~ DATE, OB/i3/B5 K, SCHURR 1 REMUTE PULL STATIONJ ~.- ~SOLE~O~O MUNITOH ,~ '~ ~'0¢~ ..... ~ /SU~ERVZSOR¥ CIRCUIT ~iNIATURE SWITCHI M O~TEO ,IN , : [[dCO"NECTS ZO MU""ALLY 'S aCE , II. CLOSED CO.TACTS ELECTRICAL SOLENOID, -~ '----'~ ~ ~ ~ ~NT/D IN CONTR~ ~ '. 120 VAC SUPPLY HEAO I DEVICE GASOLINE PUMP SHUTOFF ~. ~. ~. ~-~' '1 DETECTORS THERMOSTAT MUST BE WIRE0 IN PARALLEL / CIRCUIT' CLOSING 31, 'GENERAL NOTES, , ', 1, SYSTEM TO BE EYRO-CHEM MODEL PCG~45~455~22. ' ,';, 2. HEAT DETECTORS TO BE 'TNERMOTECH" MODEL 302-ET-194 RATE ANT~CI'PAT~D,~' , 3. ALL FUEL DISPENSERS SHALL S~UT DOwN UPON SUPPRESSION SYSTEM,A~TIVA. T~ON, THERE SHALL BE ~0 MAN~AL RESET OF THE ~ISpENSING'S¥STEM A~AIL- ' ABLE. THE DISPENSERS SHALL NOT RE CAPABLE OFiBEING RESTARTED UNTt~ THE SUPPRESSION SYSTEM IS RESTORED TO OPERATING CONDITION. ANY UN AUTHORIZED ACTION TAKEN TO RESTORE DISPENSIN~ OPE,RATION WITHOUT ' FIRST HAVING THE SUPPRESSION SYSTEM RESTORED SHALL SE CONSIDERED A VIOLATION OF THE ~-~.N, ~'-~ FIRE PREVENTION CODE. 4. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH U,L. LISTING. ' 5. ALL PIPING TO BE SCHEDULE 40 GALVANI'ZED STEEL, 6. SYSTEM TO SINGLE ZONE PNEUMATIC RELEASE. 7. DRY CHEMICAL AGENT TO BE "PYRO BC" ( REGULAR SODIUM BICARBONATE BASE). ~ ALL HAND HELD EXTINGUISHERS TO BE "PYRO BC" COMPATIBLE. 9,NOZZLE CAPS TO BE INSTALLED UPON FINAL TESTING, 10. THE ELECTRICAL COMPONENTS OF THE SYSTEM SHALL BE INSTALLED IN SUCH A MANNER SO THAT IF POWER IS D, ISCONNECTED F~OM THE SUPPRESSION SYSTEM~ THE PRODUCT PUMPS WILL BE RENDERED INOPERASLE, (SEE DETAIL "A") Fire Guard of Long Island,, Inc.