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HomeMy WebLinkAbout2500 French Ave 05-2839, 05-2840, 05-2843, Fuel Tanks BP�. `LWp �� ... .ry`. �.�- IY SANFORD FIRE DEPARTMENT r FIRE PREVENTION DIVISION r . 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 IFAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: June 30, 2005 Business Address: 2500 French Ave N.F.PA. #30 Fuel Tanks - Two fuel tanks Business Name: BP Products Fuel Center Ph. () Architect: Progressive Devolvement Ph. (813) 805-0512 FAX. (813) 805-0313 Contractor: To be announced ........................................................ ........................................................ ........................................................ ........................................................ ._ _ .._ ....... Reviewed with comment[ ] Rejected Reviewed by: Timothy Robles, Fire Protection Inspector 011/ Comment: Plans reviewed as bulk under ground fuel tanks, fiberglass. Sanford Fire Department requires contractor to contact Seminole County Tank Storage Bureau @ (407) 665-5132 for tank inspections Fire inspection's required #1 pre tank install, #2 shear valve verification for pits, #3 Final shut off pump inspection & final c/o. 1.1 Application — One (1) 20, gallon fiberglass tanks, and one (1) 20, 000 gallon tank Special Definitions — Sanford Fire Department will require Inspection prior to gravel fill to take photo's of new fuel tanks. 1.2 — Sanford Fire Department will field verify the depth of fuel tank place mint call (407) 302- 2520 for all fire inspections. 1 al 1M 5 r , .. r 28100 TORCH PARKWAY WARRENVILLE, ILLINOIS 60555 CA 0 V 13 Lend 'Lease 80.1 WARRENVILLE ROAD - SUITE 6000 LISLE, ILLINOIS 60532-:5206 REQUIRED SITE CONDITIONS ABBREVIATIONS.K BY OTHERS G.C. = GENERAL CONTRACTOR 1, PERMITS AND LICENSES 1.} AS REQUIRED BY OSHA REGULATION SUBPART R, STANDARD NUMBER 1926.752, FTC. — FOOTING 2. CONCRETE WORK (INCLUDING FOUNDATION) ALL CANOPY FOOTINGS MUST MEET AT LEAST 75% OF THE REQUIRED COMPRESSIVE ELEV. = ELEVATION 3. ELECTRICAL WORK AND WILING STRENGTH OF THE CONCRETE BEFORE STEEL ERECTION CAN COMMENCE, 4, UNDERGROUND PLUMBING 2,) SET ALL ANCHOR BOLTS TO THE CORRECT SPACING AND ELEVATION AS DESIGNATED SQ. = O/C = SQUARE ON CENTER 5. FINISH PAINTING OF STEEL ON McGEE S FOUNDATION DRAWINGS. C/C = CENTER TO CENTER 6, LED 3,) PROVIDE WORK AREA UNDERNEATH THE CANOPY AND AN AREA OF AT LEAST TEN Q = AT FEET WIDE AROUND PERIMETER OF CANOPY, THIS AREA MUST BE FLAT, HARD PACKED CL = CENTERLINE DIRT OR GRAVEL, FREE OF OPEN TRENCHES OR EXCAVATION, DEBRIS, CONSTRUCTION N.S. NEAR SIDE EQUIPMENT AND CONSTRUCTION WORKERS. IF CONCRETE PAD 13 POURED PRIOR TO CANOPY INSTALLATION, APPROPRIATE FILL MATERIAL MUST BE COMPACTED IN THE F.S. = FAR SIDE TEN --FOOT AREA AROUND THE PERIMETER OF PAD TO PREVENT A "STEP DOWN" IN TYP = TYPICAL ELEVATION, 4,) A FLAT AREA WITHIN 15'--0" ADJACENT TO CANOPY IS TO BE PROVIDED FOR UNLOADING AND STORING CANOPY MATERIALS, 5.) PROVIDE TEMPORARY ELECTRICAL POWER (110 VOLTS) WITH 100 FEET OF THE STRUCTURE FOR INSTALLER USE. 6.) REMOVE ALL OVERHEAD OBSTRUCTIONS. I r( ,,W� Date: _ W -.0 fir } , i 1. SET COLUMNS IN PLACE, LEVEL AND PLUMB ALL COLUMNS. 2. INSTALL OVERHEAD STEEL FRAMING. SQUARE UP FRAMING PRIOR TO' FURTHER INSTALLATION. 3, INSTALL DECKING AND U—L BRACES. DECK TO BE WIPED CLEAN PRIOR TO INSTALLATION. 4, INSTALL OUTRIGGERS, FLASHING, GUTTERS, AND FASCIA, WATERPROOF ALL JOINTS DURING INSTALLATION OF GUTTERS. 5, INSTALL COLUMN TRIMS, LEADERS AND LEADER COVERS, 6. CAULK AND WATERPROOF ENTIRE CANOPY, 7, CLEAN AND TOUCH UP ALL PRE ---FINISHED MATERIALS, 8, CLEAN UP AND DISPOSE OF ALL MGGEE DEBRIS PRIOR TO LEAVING JOBSITE, (EACH DAY AFTER COMPLETION) 'r , lr _ a PLEASE . __ t SIGN - ND RETURN FOR FABRICATION OF CANOPY CANOPY SIZE APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES COLUMN SPACING APPROVED AS SUBMITTED C3 APPROVED WITH NOTED CHANGES CLEARANCE APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES SIGNAOE QTY APPROVED AS SUBMITTED LAYOUT APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES DECALS APPROVED AS SUBMITTED APPROVED WITH NOTED CHANGES LIGHTS QTY APPROVED AS SUBMITTED [,] LAYOUT APPROVED AS SUBMITTED [� APPROVED WITH NOTED CHANGES ELEVATION FORMS FORWARDED TO GENERAL CONTRACTOR 0 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, KEITH TOTE / PROFESSIONAL ENGINEER 4107 ROCKINGHAM ROAD S./GREENSBQRO, NC 27407 (336) 299-1160 �aa OY-'), y. NO.. DATE REVISION DESCRIPTION BY s�AL: PLANS REVIEWED ;li -. I4"ITY OF SAPIFOR. ('OM/DENTIALILY STATEMENT The recipient of these materials understands that copyright in the materials is owned by UP, and also, that the materials contain priviledged and confidential business information of BP. Accordingly, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which 6P has made the rnoleriuls avoilabie, and recipient agrees to return all materials to BP either upon completion of the intended purpose or upon the request of UP, whichever comes first. D£YDLOPMENT INFM7 : V5 FLAT DECK CANOPY STARTER GATE 8 24'-0" x 1 87'-8" SITE ADDRESS.• --'—___..__.._.._ _._ SWC US W 17-92/E 25th ST SANFORD, Ft (SEMINOLE) S.S.# SCALE NTS ALl_/ANC£ Z&OM.• DATE 7/1 2/04 HP RC"PM.• DESIGNED Br- ALL/ANCE PM.• MWN DY' jwG FILE NAM£ P033435 OHECKEO BY, COVER SHEET 5 ff-0 N0,- or' 5 t"A e, iJ r d , (il-((-may 1J ti1{!1l ) I l)UJ 1 cu£Nr BLDG DETAIL Fl DETAIL F1 DETAIL Fl -- DETAIL F1 DETAIL Fl DETAIL F1 DETAIL F1 _ I DETAILDETAIL BC34S DETAIL BC34S DETAIL BG34 S DETAIL BC34S DETAIL BC34S DETAIL BC34S DETAIL BC34SL L L DETAIL BC34S _ will L I i II 24'-O" 24,-O" 91-'"10" 91, 10" 24'-0" 24'--0.. 187'-8" — Y _ — — — - (BULLNOSE) LGENa FOUNDATION PLAN F,G.- FINISHED GRADE (DRIVE SLAB AT COL..) F.F. FINISHED FLOOR 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 LA F C. T F REFERENCE FOOTING DE C1 -----FOR GENERAL CONTRACTOR USE ------ ---•----FOR McGEE INSTALLATION USE ONLY----- COLUMN FINISH TOP OF HCOLUMN FINISH BOTTOM of NO. GRADE FOOTING , GRADE BASEPLATE F.G. T.O,F. S F.G, Q" B.B,P, D ('a F.0. T.O.F.. 17,0. •. Q" B,B,P. T.O.F. l',G, 0" B.B.P. amp F,G. T.O,F, ,r44 F.G. - 0" F.G. T.O.F. F.G. w 0" B,B,P. = e F.O. T.O.F. = F,G. - 0" B.B.P. = F.G. T.O,F. F.G, - 0" B.B.P, F.G. a T.Q.F. _- F,G, - Q" B.B.P, ANCHOR DOLT NUT TIGHTENING PROCEDURE: e 5Ef AND PLUMB THE COLUMN, PER A15C ERECTION PROV1510N5, W rH DOUBLE NUTS ON THE REgUIRL;D NUMBER OF ANCHOR BOLTS, THE BOTTOM NUT SHALL HAVE A FLAT WASHFR BETWEEN THe DO-ffoM OF 13ASEPL.ATE AND THE TOP Of THE NUT, THE TOP NUT SMALL HAVE A LOCK WAStjF_K BETWEEN THE TOP OF OASEPLAW AND THE I30TfOM OP THE NUT. AFiERTHIE COLUMN 15 5LT AND PLUMB, TIGHTEN THE TOP NUT TO A SNUG TIGHT CONDITION WITH TOP OF THE! BA5fpLATE (FULL EFFORT OF A MAN ON A WRENCH). AFTER THE COLUMN 15 SET AND NUTS ARF FULLY TIGHTENED, THE G.G. SHALL COAT THE COLUMN, BASt~PIATE, AND ANCHOR 50LTS BELOW FIN15MED GME WITH ASPHALT BASED PAINT. .. 1 1"0 CONDUIT (QTY. VARIES II PER COLUMN) i U Il q it n ll II u a u ,r u I SEAL -OFF dt CONUIT II II OUTSIDE COLUMN I of BY OTHERS 4 h 1/4 1'-10" TYP 0ii i _TYP Rb CL (6)--2"0 HOLES (USE 1-1 /2"x36" LONG A.B.) PL 1-1/4' x 22 x V-10" LG. 1/2x5x5 DETAIL BC34S REV..1-2 -00 (6) 1 1/2"0 HEADED ANCHOR BOLTS FURNISHED BY McGEE CORPORATION AND INSTALLED BY G.C. SEE ANCI LC TiGHIENING C( SETTING F W Z Q V) o L5 13 .- I N o >- Z� #3 TIES AT �.� 8" 4.C. COLUMN " THIBASE PLATE INSTALLED BYCMcGEE CORPORATION -4 V FQNLY— LAND SHOWN FOR REFERENCE o 0 o MAY NOT APPLY -- POUR CONCRETE SLAB FLUSH TO COLUMN, DO NOT PROVIDE EXPANSION (6) 1 .1/2.0 HEADED ANCHOR BOLTS - ----- - JOINT MATERIAL. AROUND COLUMN FURNISHED BY McGEE CORPORATION WWF 0 0 0 AND INSTALLED BY G.C, • (1 2) #B S :;E SEE AHOR B0L_T NR1T j\\% EQL)ALLY SPACED TIGHTENING PR4CEQUttE WHEN \'/\\\/j\%/\\j� ` //. j z SETTING COLUMN W/ 1 1/4- THICK BASE PLATE m aCOLUMN\j\\,\\y . r ' Nf \\\y/\� /\ v, < ' INSTALLED BY McGEE CORPORATION � ISLAND SHOWN FOR REFERENCE ONLY -- MAY NOT APPLY -^- POUR CONCRETE SLAB FLUSH TO LEAVE CONC. ROUGH COLUMN, DO NOT PROVIDE EXPANSION (6) 1 1/2-0 HEADED ANCHOR BOLTS JOINT MATERIAL AROUND COLUMN FURNISHED BY McGEE CORPORATION 0 WWF to to O AND INSTALLED BY G.C, r, CONCRETE FOOTING" T -..-.• ,�••..» --^� D "N t5 WITH STEEL REINFORCING S $" 4's g" O.C. / / / / / / / /� / / / // / // // /j�/ z a I (BY G.C,) EACH WAY SEE gC_R BOLT�ILJT �/% z HO -niii ON; PR QQRE WHEN ��//�//\//\//\//\//\ \ \/'f \�i �C%� \/�j\//�/ y\\/ \y \ (•- SETTING COLUMN '.\,\j/\\//\\//\\//\\/�\\ /\\/%\/\\/ \//�\ \/\�� `° I \\j���\ `o CL.R. CLR. - LEAVE CONC. ROUGH - - 8' 0" DIAL .� w N U w p 6 V) a Q W Qom ® D E`z1 Ail(F2 /�i LEAF _ 0 zzca 00 r" H iw U N �'� (sQ.) (hi1 r 1 Y <'ZPAOrl) r ALTERNATIVE POUND FOOTING 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 rWWF DETAIL(PT), CONCRETE FOOTING WITH STEEL REINFORCING BY G.C. DETAIL .ALTERNATiVE FOOTING (TANK DOLE CONDITION) -- -- - — G E N f-AL NOT o . I ) EKCCCTION OF STEEL STRUGTURf. 5HALL t5f~ PER.FOKwD DASIC SEI5MIC - FOKCi- - DESISTING 5YSTEM - PER ALL AMERICAN INSTITUTE OF 5TEFL CON5TRUCTION (AI5C) INVERTED PENDULUM STRUCTUKE5 ERECTION PROVISIONS. CANTILEVERED COLUMN SY5TEM5 2) ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE R05ponse Modification Coefficient - K 2 112 WITH ACI "BUILDING CODE REQUIREMENT5 FOR System Overstrength Factor -Qo = 2 REINFORCED CONCRf If', (ACI 3 l 5-99). ALL CONCRETE Ueflection Amplification Factor - Cd = 2 112 SHALL HAVE A MINIMUM COMPff55IVE 5TRJ:NG.TH AT 5EI5MIC f5A5E 5HEAK (V) -2,G2 k ANALYSIS -- 1617.5 51MPLIFIED ANALY515 PROCEDUKt 28 DAY5 OF 3000 P51 AND A MINIMUM UNIT WEIGHT OF 145 PCF. REINFORCING STEEL 51-IALL BE NEW EuLL1;r 8) CANOPY FOUNDATION IN5TALlATION: CONTRACTOR SHALL Dl=fIfKMINI= WHICH FIN15HEtJ STEEL DEFORMED DAR5 CONFORMING TO A5TM AG 15, GRADE ELEVATION AT EACH CANOPY COLUMN 15 THE 3) GKADF GO STRUCTURAL 5TlEL SHALL CONFORM TO: LOWE5T AND ESTABLISH ALL FOUNDATION LOCATIONS Wide Flange Beams - A5TM A572, Grade 50, Fy = 50 K5I IN RELATION TO THAT ELEVATION. CONTRACTOR MUST 5tructural Angle and Channel - A5TM A3G, Fy - 3G K51 VERIFY FUEL CONTAINMENT BOX 51ZE AND LOCATION 5tructural Plate - A51'M A572, Grade 50, Fy = 50 KSI TO EN5URF FOUNDATION DOE`S NOT INTEff ERE WITH 5tructural Tubing - ASTM A500, Grade C. Fy - 50 K51 BOX IN5TALLATiON. TOP OF FOUNDATION VfPTH 5tructural Pipe - ASTM A500, Grade C, Fy = .4G K51 MAY BE GREATER THAN 13UT NOT LE55 THAN I P" 4) LIGHT GAUGE COLD FORMED 5HAPE5 SHALL CONFORM 5fWW THE MVIOU5LY DETERMINED LOWEST FIN15HED TO AaTM AG53 AND A5TM C-955. ALL MfMbl.R`> SHALL. GRADE ELF-VArION. ALL COLUMN FOUNDATION5 5HALL BF Fol?,MED FROM MATERIAL HAVING A 50 K51 MINIMUM BE 5ff LEVEL AND ON THE SAME ELEVATION, TO OBTAIN f R.OPfK CANOPY CLPARANCE, YIELD 5TKENGTH. CONTRACTOR SHALL PROVIDE McGElf CORPORATION 5) 13OLT5 5HALL CONFORM TO A5TM A325 FOR WITH FINAL FOUNDATION FUWATiON AND 5TFJJC"TURAL 5TEEL GONNECTION5. BOLT5 SHALL THE HIGI LEST FINISHED GRADE ELEVATION COVERED fat' TIGHTf Nf D PER AISC TURN OF THE NUT MI TROD. BY TI IV CANOPY. G) MINIMUM REQUIR l) 501L CSfANNG PRff55URE OF 2000 P5F 9) A307 ANCHOR vOLT5 4 WOOD TEMPLATE5 SHALL BE SHALT_ BE PROVIDED 13Y THE. OWNER. FLJRNI5HFD 13Y McGEE CORP. 7) DESIGN CWFRIA- VLORJPA 13WG CODE 2001 FD. 10) 5TKUCTUIzAL AND M15CIfLI.ANEOU5 5TEft SUBJECMD Roof Live load — 20 175P TO EXTERIOR EXPO5URE HA5 SEIfN PRIMED COATED Roof Snow Load (A5CE 7-96): ONLY, YIELD TOUCH-UP, FINISH PAINTING AND Ground Snow Load- Py '-0 P5f MAINTENANCE ARE THE RE5PONSIDILfTY OF THE OWNER. Flat Roof Snow Load•- Pf — 0 P51' 1 1) FOUNDATIONS (WHERE 5HOWN) HAVE OffN SIZED FOR Snow Exposure factor- Cc = 1.0 importance ortor- F = 1.0 5noThermal GIVEN LOAD5 AND ALLOWABLE 5OIL PRE55URf. THEIR I .?-� Tliermat actor- Gt= 1.2 DF5IGN A55UMF5 THAT THEIR APf NO BURIED TANKS Wind Load (A5C1r 7-98) : ' OR OTHEK NEARBY 0135TRUCTION5 THAT WOULD OF Basic Wind Speed (3-5ec• Gust) - V = 120 MPH DETRIMENTAL- TO THEIR FROPEK FUNCTION. THIT ENGINEER Wind ImVQrWv,4 FacI;Qr-jw= I ,U (Q-,* d(ry 1) OF RECORD SHALL DE NOTIFIED f KIOR,rO CON5TKUCTION Wind rxrooure - I C I OP FOUNDATIONS POK THE RE-50LLiTION Of ANY Internal rrc55ure, Coefficients - GCpi = 0.00 (Open Bldg.) CONFLICT. WHERE FOUNDATION DETAIL 15 NOT SHOWN EARTHQUAKE DESIGN DATA: McGEE CORPORATION AND THEiR FNGINIn1=R5 TAKE NO 5emmic Use Group- 1 RESPONSIDIL.ITY FOR FOUNDATION Vlf5IGN. 5PECTRAL. RF. FON5E COEFFICIENTS - 12) ALL WELDED CONNECTIONS SHALL 15E IN ACCORDANCE 5vs = 0, 121 9 WITH LATE5T AW5 5PECiFICATION5, U51NG E70XX 5ui = 0.079 9 ELECTRODF5. ALL WELDING 5HALL 15E PERFORMED 5EI5MIC DE51GN CATEGORY - A BY AN AW5 CEKCIPIED WEU)ER. SITE CLA55 - D (501L PKOPERTIE5 UNKNOWN) NO I DATE ..I _.. REVISION UESCRIP110V I BY SEAL; CONFIUENTIALHY STAI E� 11FNI: The recipient of these materials understands that copyright in the materials is owned by UP, and also, that the materials contain priviledgod and confidential business Information of UP. Accordingly, the recipient agrees to retain these materials in strict confidonco and agrees not to disclose these materials to any other party, and further agrees not to make copies of the materials. The recipient agrees to use the materials only for the limited purpose for which BP has made the materials available, and recipient agrees to return all materials to BP either upon carripletfon of the Intended purpose or upon the request of RP, whichever comes first. VEYELCIPMENT INPoRMAT/UN. V5 FLAT DECK CANOPY STARTER CATS 8 24'-0$) x 1871- 8$9 SITE �DURE3'S,• SK US Hff t7-92/E 25th ST SANFOR', FL (SEM"IN011mv) S . S . ' SCALE.• 1 /8$1=1' m..O» ALUANCE Z&AY- DATE• 7/12/04 BP f V. VESICNED BY.• ALUANC£ PM., ORWYN BY.- Iwo FILE- NAME - CHOCKED BY.. P033435A DRAWING TITLE FOUNDATION PLAN SHE-E7 NO- KEITH TATE / PROFESSIONAL ENGINEER � 4107 ROCKINGHAM ROAD SJ15REENSBORD, NC 27407 (3 3 6) 2 9 9 --1 -1 6 O BLDG. a W- W, . . . . . . . . . — . — . . . ______ . ______ . . . ._. I R IJI II 0 I IIII 0 {I 0 O (�I O 0 I�I O 0 I 0 0 iI 0 0 I( O 0 I 0 (32) 320 WATT LSI C TTSDALE LIGHTI 0 0 o 0 0 0 0 0 0 0 0 It. I .I 3'-10" 12'--0" 12'-0" 12* -0" 12'-0" 12'-0" 12'-0" tx'�O" 12•-0" 12' -0" 12•- 0" 12*-0" 12* -0" 12•-0" 12'-0" 12 -0" —_ - CANOPY LIGHTING LAYOUT 24'-0" (FASCIA) 1 2'-00 CL COL : 4"0 PVC DRAIN LEADER w/ 4"43" PVC REDUCER o w/ STRAPS & 7 3/4" VEEP FLAT w CQVERS. o� �Q 8 PLACES DETAIL GS7 t3 PLACES PEARL AGM FASCIA w/ 15" GREEN SULLNOSE 71 DETAIL FD2 8 PLACES \ — CANOPY TO HAVE BELOW GROUND DRAINAGE SYSTEM with ; . PVC INTERNAL. DRAINS, SEE ROOF PLAN FOR DIRECTIONS. MAIN FRAME DETAIL iSED Do DECKING V" .UDED IN ABOVE QTY )ECK. M CLIPS MUST BE SIDES OF THE CP4 H TEK 0 MIDSPAN Z" MINIMUM FROM PAN, (INDICATED I DASHED UNE) �n 3•-1 a„ ANCHOR BOLT SHIPPING REQUIREMENTS ANCHOR BOLT USE BOLT DESCRIPTION QUANTITY CANOPY 1-1/2" x 36" LONG 48 HARDWARE LIST BREAK —DOWN (REFERENCE ONLY) ITEM USE (# OF PLACES FOR CHECKING ONLY) DESCRIPTION QUANTITY TCtI-TOP PLATE (8 PLACES) -- 5/8" x 2-1/2" BOLTS w/ NUTS & WASHERS 64 WP1-8EAM SPLICE (9 PLACES)- 5/8" x 2-•1/2" BOLTS w/ NUTS & WASHERS 54 WP1-13EAM SPLICE (9 PLACES) 6x8x1/4" PLATE 9 PH2O-CONNECTION (24 PLACES) 5/0" x 2•--1/2" BOLTS w/ NUTS & WASHERS 96 GS3-CONNECTION (12 PLACES) 5/8" x 2-1/2" BOLTS vr/ NUTS & WASHERS 48 EBI--TIE OFF (16 PLACES) 3/4" x 6" EYE BOLTS w/ NUTS & WASHERS 16 CANOPY SHIPPING STEEL, HARDWARE MANIFEST WANTITY DESCRIPTION QUANTITY SHIPPED PULLED BY CHECKED BY TRAILER # LOADED BY 262 5/8" x 2-1/2" BOLTS w/ NUTS dt WASHERS 9 (WP1) 6x8x1/4" PLATE - 16 3/4" x 6" EYE BOLTS w/ NUTS dt WASHERS C CANOPY SHIPPING MANIFEST TOP PLATE BASE PLATE PLA LATE DRAINS W/S & CONDUIT VENT 8 8M-1 Wf0x33 (17'-0") 3 BM-2 W12x26 (45'--3 7/8") 6 BM-3 W12x26 (47'-11 3/4") _ 3 BM-4 W12x26 (45'--7 7/8") -- 4 OM-5 W6x9 (6`--5 5/8") 4 BM-6 W6x9 (9'-5 5/8") 8 COL 1,2,3,4,5,6,7,8, TS 12x17_xI/2" 142 SIDE OUTRIGGERS 0 3e O.C. 20 END OUTRIGGERS 0 32" O.C. i-LOT HARDWARE CUENI.' 28100 TORCH PARKWAY WARRLNVILLL, ILINOIS 60555 ALLIANCE PROJECT MANAGER and AUTNORI,7ED_46EN4' B bvis Lend Leese 801 WARRLNVILLE ROAD - SUITE 6000 LISLE, ILLINOIS 60532-5206 NO I 9ATE- I REVISION OESCRIPT/ON IBY ;FL: ` I CONFIDENTIALITY S ATEMENf The recipient of these materials understands that copyright in the materials is owned by 8P, and otso, that the materials contain privlledgod and confidential business information of PP. Accordingly, the recipient agrees to retain these materials in strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the matoduls. The recipient agrees to use the materials only for the limited purpose for which UP has made the materials ovailublo, and recipient agrees to return all materials to 9P either upon completion of the Intended purpose or upon the request of BP, whichever comes first. DL'00PMENT INFORMARON.- V5 FLAT DECK CANOPY STARTER GATE 8 24)-0" x 1877--8" SITE' ADCIRESS,• SWC US M 17-92 f E 25th ST SANFORD, FL (SEMMOLE) ►J.S.# SCALE.- 1 /8»=1 t_0'f All_IANCE- L'&AV:--- DATE.• 7/12/04 BP REPM.' DESIGN£!) BY- ALLIANCE PA1: ORA91N BY.• JWG FILE NAM£ cFl crrED �Y P033435B DRAGYING TITLE,' �--^--, — ROOF FLAN SHEET NO.- KEITH TATE / PROFESSIONAL ENGINEER 41.a7 RrJCKINGHAM RC1AD S NC �74U7 0 01. 0 (336 2.99-1 16 0 ! ,� u�f ° t, fir• 4 ;r �� R QQ tI1 1IIrp (N at ' --v._ti ��)��,"JJ ...._.. I D TRIM 109 18 GA. 1 PRE-FABRICATED D -1-w'--UI RICA OUTRIGGER MADE , w/ i 1 /2"x1 S GA. ANGLE AND 1 1/2- "Z" #10X1/2 TEK OUTRIGGERS SPACED 0 32" O.C. (w/ WIND WAD$ 0 100 MPH & OVER) OUTRI GERS SPACED 0 48" O.C. (w/ WIND LOADS BELOW 100 MPH) 1 1/2" x 1 1/2" ANGLE D 11 -10 1/16" DECKtwAcw SEE DETAIL. GP3 #12x1 TEK w/ NEOPRENE COSMETIC CAULK GUTTER --� i 3" 6" SIDE OUTRIGGER BOTTOM LEG IS 2'-�0*' LE IS 3'--3" ENCLOSUREEND OUTRIGGER BOTTOMG DETAILi rFD2 3-21-•OZ REV. 2 END CL (6) 3/4"A HOLES, ALONG W/ �6) 5/8.0 x 2--1/2" LG. A-325 801-TS W/ 6) 5/8" HEX. NUTS dt (12) 5/8" 1.0, WASHERS 1 /4" W10 OR W12 1 112,/8BEAM MT D „ 1 1 1/2" MAY VARY N 4 op a — I PL 1/4" x 6" x O'-S" LG. (WI 2) 3 1/2" (W1O) 2-7/16 2 7/8" 2 7/8" A » 2 1 /2» 6" DETAIL NP-h REV.411/09/00 3_80LTS FA FAIN FRAME 3" DECK PAV.L.a. #10x3/4 TEK — 1 1/2" x 1 1/2" x 1 1/2" "Z" 12" LONG DEAD OF GLUE BESIDE OUTRIGGER AFTER ACM INSTALLATION R CONTINUOUS N SIL-PRUF CAULK #8x1/2 SHEET METAL SCREW a OD Cq - N -- .032 ALUM.xt 1/4"x1 1/4"x9" LONG ANGLE USED TO STRENGTHEN ENCLOSURE. ATTACHED TO ENCLOSURE AND PERIMETER GUTTER WITH (2) #8x1/2 SHEET METAL. SCREWS, ANGLE LOCATED 24" O,C. #80/4 MODIFIED TRUSS HEAD (PAINT TO MATCH A.C.M.) S" O MAIN 'URLIN --\ DECKING i DETAIL AE—B-h 11 GA. STEEL TOP & BOTTOM VIEW 3/0"0 SET SCREW LOCK NUT s= CLAb1PING'URFAGE ro NOTE INSTALLERS: ACM MUST SLOPE AWAY FROM FASCIA W12 BEAM — AND GREATER 5/16"x6"x1O" PLAT (3" GA, HOLES) WEL ED TO W6x9 BEAM W6x9 STRUT FLANGE TO PLATE , ,, (4) 5/80 BOLTS x 2 1/2" LONG A-325 BOLTS W/ (4) 5/8" HEX 3� NUTS & (8) 5/8" LD. WASHERS, DETAIL GSA REV.8 3/18/03 ksTR 3/4" 0 HOLE FOR 3/4" x 6" GALV. EYE BOLT FOR TiE OFF POINT DECKING BELOW 2 3/6" PURLIN SIDE VIEW McGEE BEAM CLIP DETAIL MATERIAL• 11 GAUGE PLATE, ASTM A526 CQ (GALVANIZED); HARDENED C1018-1022 LOW CARBON STEEL WIRE SET SCREW (ZINC PLATED) SEE UETAIL TO 'THE RIGHT DETAIL (C'P_4_� MCGEE BEAM CLIP IN5TALLATiON PROCEDURE' SET BEAM GtaP WITH SET SCREW ON TOP OF BEAM FLANGE AND CLAMPING SURFACE UNDER DECK RIB. PUSH CUP AGAINST DECK AND BEAM FLANGE WITH REV 1 Z--05-95 SET SCREW AS FAR ONTO BEAM FLANGE AS POSSIBLE. WHILE KEEPING BEAM CUP VERTICAL, TURN SET SCREW 3/4 TURN (2SCREW TO SNUG 70'). TIGHTEN LOCK NUTWITHOUT BURROWING INTO MAKING SURE THAT BEAM C PSTEEL 13EAM FLANGE. E REMAINS PROCEED N POSITION.TO TURN �T 00 4x4x5/16" STIFFENER We TO 4 PLATE 20 GA, BULLNOSE FRAMING _ TYP, AT BOTTOM) ATTACHED r- w/ #12.4 w/ N.W. w � I N Q '�— RADIUSED METAL. FASCIA o w/ ILLUMINATED REVEAL BULLNOSE IS CENTERED ON ACM PEARL ACM FASCIA & BULLNOSE FURNISHED & INSTALLED BY MGGEE BULLNOSE DETAIL 3/8" PL STIFFENER NA & F.S. TYPICAL (ANY BEAM OVER 14" HIGH) — 1/4" PL S'nFY�NER N.S. & F4. TYPICAL W MAIN FRAME _� W PURUN-,-,_,1CAL3(2 ) 5/8" x 2 1/2" LG. 5 BOLTS ) 5/8" HEX, NUTS BEAM CLIP �� PANEL 3" DECK " (4) 11 /16 0 HOLES PURUN 3" DETAIL H2 REV.6 05/14/96 -- (Std.) 2" x 2" x 1/8" x 36" Lg. GaIV, Sti. Angle --a Stems 1 Attach a support bracket on each side of the column to support the cut rib of deck, Keep bracket at least 12" owcy frorn column to allow room to seal around column. (Typ. all columns) 51=2 Use McGee beam clip as shown to secure and support. DETAIL SA REV.3 11 -10-1 PURUN BEAM 3 5/8'x.2O GA. CONT. DRYWALL \ STUD USE IAOGEE BEAM CUP TO ATTACH TO PURUN BEAM do BEAM CLIP \ USE #12x1 TEK 0 2e O.G. TO ATTACH TO DECK PANEL. NOTE: ' USE 3 5/8" STUD AT STARTING PANEL ONLY. SEE DETAIL CP3 FOR INSTALLATION PROCEDURES USED AT 2 1/2" STUD AT THIRD DECK RIB, NOTE, CANOPY DEAM CLIPS MUST 6E 3* DECK PANEL INSTALLED ON DOTH 51UES OF THE PURLIN. ATTACHING THE Tat FOUR(+) / DECK PANELS ON BOTH ENDS OF THE \ CANOPY. ALL OTHER LOCATIONS \ ALTERNATE SIDES OF PURLIN. / START END OF PANELS DETAIL CP2 REV, 5 7-7-97 1 1 /2" .31% 7 1/2", 7 1 /2" 3" 1 1/2' / + RQ { + w1 l _ _l . PL 3/4" x 12" x 2'-0* LG. CL (8) 3/4-0 HOLES. ALONG W/ (B) 5/8"o x 2 1/2" L.G. A-�325 BOLTS W/ (8) 5/8" HEX. NUTS & (16) 5/8" I.D. WASHERS PL1/2"X5"X5" r--I 16 I l I 5/16 TS 12 _-- DETAIL ffC fth REVA 11-11-98 PURUN BEAM ' BEAM CLIP (TYP) / - l 2 1 /2" x16 GA. CONT. DRYWALL STUD USE McGEE BEAM CLIP TO ATTACH TO PURUN OCAM OPPOSITE SIDE of BEAM DECK CUP dt / USE /124 TEK 0 24" O.C. TO ATTACH TO DECK PANEL. (Tip roECK RIB) NOTE! CANOPY BEAM CUPS MUST BE / INSTALLED ON BOTH SIDES OF RE 3" DECK PANEL \ PURLIN. ATrAC.HING THE LPL FOUR(4) DECK NIBS ON UOTH ENDS OF THE / CANOPY. ALL OTHER LOCA111ONS \ ALTERNATE SIDES OF PURUN. FINISH END OF PANELS DETAIL rCP__3'� REV. 6 3-12-03 ��_j CLIENT, COPIED FROM SPECIFICATION for STRUCTURAL JOINTS USING ASTM A325 or A490 BOLTS l BN OF NUT MOOD: 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 F'ACl~ OP taOL.TEO 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 THAN 1:20 (BEVELED WASHER NOT BOLT AXiS (BEVELED WASHER NOT USED) USED) 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 i/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). _.�1 - 4" STEP (2): STEP (3): SNUG THE JOINT So THAT NO GAP' MATCHMARK EACH NUT, T BOLT AND STEEL SURFACE APPLY THE REQUIRED TURNS AS GIVEN IN THE EAST BETWrN THE LAYERS OF STEEL IN A STRAIGHT LINE GOWG ACROSS A CORNER OF TABLE ABOVE, ONE N�DRKER MUST HOLD AT THE BOLT HOLES. THE NUT, THE BOLT HEAD/NUT MARK STEEL ACE AS THE NUT/BOLT REQUIRED ON HEAD IS TURNED, ROTATIPM NOTE: APPLY SILPRUF CAULKING TO THE GUTTER DRAIN LIP & ATTACH TO GUTTER WHILE CAULK IS STILL WET. THIS WiLL ALLOW CAULKING TO COVER THE SCREW THREADS FOR AN APPROPRIATE SEAL. FIELD CUT HOLE IN rI RUSHER PiPE SLEEVE PERIMETER GUTTER UVTT2I4GER NOT Sli01hN DECKING PVC DRAIN LEADER FROM TOP SIDE OF -- T- CANOPY APPLY SILPRUF CAULK TO ALL GUTTER I f, BOTTOM SCREW t Ii ,yam PENETRATIONS P ENCLOSURE _ DRAIN LEADER COVER H USE COSMETIC CAULKING AROUND EDGE FOR CLAMPS lk F1N1SHiNG TRIM PLASTIC DRAIN LEADER W 04 %j1f �s ('HM NT McGEE 00HPORATION 12701 E, Independence Blvd. P.O. Box 1375 Matthews, N.C. 28106- 1375 Phone: 704-�•882-1500 Walls: (US) 800--a525-5589 NQ'N Bq PERIMETER GUTTER ATTAR L 80, DATE REVISION OL-SCRIPTLON BY � SEAL: a DETAIL 4 REV, 05-19-97 RE13IMETER QUEER O'FLOW CUTOUT (SHOWN) NOTCH 2"x 6 3/4" HOLE IN GUTTER AS SHOWN _ (See roof an for locations fNFIDENTIA/ ffY k-HENT- on canopy} � ' SQUEEZE SLIGHTLY a 6� _. The recipient of these materials understands that NT R QUTTER O'FLOWU 0 1T TO POSITION THIS . `' /q� ' copyright in the materials is owned by OP, and ulsa, NOTCH 2"x 6 3/4" HOLE IN SLOT i that the materials contain privilodged and confidential IN GUTTER AS SHOWN husfness information of 13P. Accordingly, the recipient ALTERNATE DIRECTION OF CUTOUT T: agrees to retain these materials in strict confidence AND OVERFLOW IF MORE THAN and agrees not to disclose these materials to any (2) OVERFLOWS ARE PRESENT other party and further agrees not to make caples of ((See roof Ian for locations �_ the materials. The recipient agrees to use the on canopy materials only for the limited purpose for which BP has made the malariats available, and recipient agrees 0 A� to return all materials to OP either upon completion of INSERT (1) FLANGE .AND BEND JUST ENOUGH 003j1E got 0) ��� the intended purpose or upon the request of 8P, TO GET OTHER SIDE 1N, �0 P ��0W �� CA sit$ whichever comes first. m- USE (1) POPRIVET EACH SIDE THEN APPLY a ,J F to ' jE OPP DEVELOPMENT INFORMATION COSMETIC CAULK AROUND EDGES. Ai,UI 0 0 IqfT PQ;I GO tGa1 pP �R p1 °� (T%o qr8o V5 PLAT DECK CANOPY DETAIL 669-h,STARTER GATE REV, 1 03-26---02 24'_®" x 1 87'-$" WELDS SHALL TERMINATE 1/4" FROM SIDES OR EN WELDS SHALL TERMINATE 1/4" FROM SIDES OR END. RIF ADORES S: J �" 9� �---- SWC US HWY 17-92/E 25th ST - --- -- SANFORD, n (SEMINOLE) i 16 �W S.S.# i 16 / 7 SCALE NTS — _ -- ALUANG'E 1.&Obt ��{ PATE' 7/12/04 eP REPM_ 16 6" MIN. PL 1/4" (N.S. & F.S.) t6 6 MIN, COL. PL 3/6" (N.S. & F.S.) DESIGNED BY ALLIANCE PM - (STEEL OVER 16" HIGH) RMPIN BY.• JwG FILE NAML: DETAIL (G��S P033435C crlECKED REV 11 /13/01 DRAWL/C TITLE,• MISC. ]DETAILS SHEEI NO: e 5.. 4of KEITN TATE / PROFESSIONAL ENGINEER 4107 ROCKINGHAM ROAD S./GREENSBOREI, NC 27407lift 11 ft1j%plip'l 11 rr1I S)Iv)��l)..... _.. 9a'.»n" 9'-10" 24'-0" 24'--0" IF___ __T 12'-0" 12.-0* tV LEFT SIDE ELEVATION — 24'-0" 12'-0" 1fl I 04 RIGHT SIDE ELEVATION PRE -INSTALLED TRIM PRE-CUT & RADIUSED RING WITH GUSSETS ACM PANEL TO BE PLACED AT EACH HEL.IOS LOCATION CONT, CAULK AT TRIM 42 STD. OUTRIGGER(2) REQUIRED BEHIND SIGN (SEE DETAIL FD2 PLASTIC FOR OUTRIGGER PARTS Hf~LIOS SIGN — AND INSTALLATION) s PURUN DECK 1 - STD. "Z" A GUTTER (S'EE DETAIL F"f02) USE HOLE IN AGM TO ATTACH AT ENCLOSURE IF REQUIRED PRE --INSTALLED �I T�T 1 TRIM RING w/ GUSSETS (H 5DE/END HELIQS TRIM _D_QX INSTALLATIQN FOR END & SIDE 24'-0" 24'-0" _ --- --- 0 CL OUTRIGGER CL OUTRIGGER ATTACH ACM FACE TO OUTRIGGERS w/ COUNTER -SUNK SCREWS HELTOS SIGN SHOWN • FOR REF, 10. a 2'-8 3/16" 31--1" w/ 1 1/2" ROUTS 24' --0" 24'-0" n a r-1 187�8" 24! 0" FRONT ELEVATION 24'— 0" REAR ELEVATION 3MM PEARL ACM 24'-0" 24'-0" 24!-O" 24'-0" 18 Go. GALV. STRINGER ANGLE CONTINUOUS AT TOP AND BOTTOM OF OUTRIGGER ,,- OUTRIGGER 2"x2"x1 /8" ANGLE 4'-•0" O.C. OR 2"x2"x 18 Ga. 2'-8" O,C, MINIMUM -SPACING AND MEMBER SIZE WILL VARY DEPENDING ON DESIGN TOAD CRITERIA 14x7/8" TEK OR 1/4" Dia, 5.3, BOLTS MINIMUM ONE 1/4" Dio. S.S. BOLT WITH NUT AND WASHER PER OUTRIGGER 1n -'--METAL BULLNOSE FURNISHED & INSTALLED BY McGEE ,032 ALUMINUM /, GUTTER 9" ALL DIMENSIONS TYPICAL L— t4X7/1j" FEKS 4'®0 Q.C. MAX. 0 EACH PANEL R18 CANOPY SECTION 24' -O" 24'-0" PURIJN 9'-10" 9'-10" MAIN FRAME 3"X16"X20 GA. INTERLOCKING POLYESTER PREFINISHED I I EMBOSSED DECK PANS I I UY MCGEE I! I "'y 1 -COLUMN TRIM I I PVG'TEE'° I I I I WEATHER PROOF I I ! I I I I I I I SCH. 40 3'0 PVC —COLUMN DOWNSPOUT 66WN500T ' . 6"X20 GA. INTERLOCKING (ESTER PREFINISHED OSSED DECK PANS EE CUENT b 28100 TORCH PARKWAY WARRENVILLL, ILUNOIS 60555 i B o vi s Lend Lease 801 WARRENVILLE ROAD — SUITE 6000 LISLE, ILLINOIS 60532-5206 McGLE CORPORATION 12701 E. independence Blvd. P.O. Box 1375 Matthews, N.C. 28106-1375 Phone: 704-882-1500 Watts: (US) 800-526-M5509 N0. VA TC RL-VISION 9F%1?1P1I0N BY SFAL: t . M — QtyFL4?ENT?AL�7Y S,T ffENT The recipient of these materials understands that copyright In the materials is owned by HP, and also, that the materials contain privilodged and confldonlial business information of OP. Accordingly, the recipient agrees to retain these materials In strict confidence and agrees not to disclose these materials to any other party and further agrees not to make copies of the materials. The mciplent agrees to use the materials only for the limited purpose for which BP has mode the materials available, and recipient agrees to return all materials to BP either upon completion of the intended purpose or upon the request of BP, whichever comes first, DEl/ OP f.&T AFORAOTION• V5 FLAT DECK CANOPY STARTER GATE 8 X 871-8" 24'-®" g S/TE' �1UDRESS• SWC US HAY' 17-92/E 25th ST SANFORD, n (SEMINOLE) S.S.# SCALE., ' /8»011_V ALLIANCE Z&OM.- DATE. 7/ 12/04 BP REPt42 DESIGNED BY ALLIANCE PV DRAWN BY.• jW o FILE NAME P033435D CHECK0 By, DRAWING TITLL ELEVATIONS SHfU Np, t , GENERAL: SCOPE OF WORK: UNLESS SPECIFIED OTHERWISE ON THESE DRAWINGS, THE GENERAL CONTRACTOR SHALL FURNISH ALL WORK AND MATERIALS TO COMPLETE THE INSTALLATION OF THE SYSTEMS AND EQUIPMENT SHOWN IN THESE DRAWINGS AND AS REQUIRED BY PROJECT DOCUMENTS PROVIDED TO THE CONTRACTOR. WHERE THESE DRAWINGS DIFFER FROM LOCAL REGULATIONS, LOCAL REGULATIONS WILL SUPERSEDE THESE DRAWINGS IF THEY ARE MORE STRINGENT NOTE; THESE GUIDELINES APPLY ONLY TO UNDERGROUND STORAGE TANKS AND PRODUCT PIPING. REFER TO BALANCE OF SITE SPECIFIC DOCUMENTS/ DRAWINGS FOR SPECIFICATIONS REGARDING CONCRETE/ASPHALT INSTALLATION, ELECTRICAL REQUIREMENTS, AND SANITARY & STORM SEWERS INSTALLATION. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. ALL REQUESTS TO ADD, DELETE, OR SUBSTITUTE MATERIAL AND EQUIPMENT SHOWN ON THESE DRAWINGS MUST BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER, IN CHARGE OF THE PROJECT. ALL CHANGES MUST BE REVIEWED WITH THE MARKETING FUELS MANAGER. THE CONTRACTOR IS REQUIRED TO FURNISH AS -BUILT DRAWINGS TO LOCATE TANKS AND PIPING AS INSTALLED AFTER THE COMPLETION OF THE PROJECT. (1) TANK INSTALLATION: STANDARD: CONTRACTOR TO INSTALL DOUBLE WALL FIBERGLASS, BRINE MONITORED TANKS WITH COMPLETE NEEDER ROOT" TLS-350 TANK AND PIPING MONITORING AND ALARM SYSTEM. TANKS TO BE SET MIN. 48" BELOW FINISH GRADE. SEE SITE SPECIFIC INSTALLATION DETAILS FOR TANK SIZES AND LOCATIONS. GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. TANK SIZING GUIDELINES: SPECIFIC BUSINESS UNIT TANK SIZE REQUIREMENTS ARE RECOMMENDED. TANK SIZING MODELS CAN BE RUN BY CONTACTING FUEL SYSTEM DESIGN MANAGER - AMERICAS. LOCATION OF TANKS AND ASSOCIATED EQUIPMENT ON PROPERTY: FINAL FACILITY EQUIPMENT LOCATIONS INCLUDING PLACEMENT AND ORIENTATION OF TANKS, EMERGENCY SHUTOFF SWITCHES, OVERFILL ALARMS (IF PRESENT) TO BE APPROVED BY BP LOGISTICS PRIOR TO SUBMITTAL FOR PERMITS TO ENSURE CLEAR AND SAFE ACCESS TO THE UNDERGROUND TANKS FOR UNLOADING OPERATIONS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING APPROVED TANK AND EQUIPMENT LOCATIONS HAS BEEN DOCUMENTED W/ BP FLEET TERMINAL MANAGER, THE SITE ENGINEER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER PRIOR TO THE COMMENCEMENT OF WORK. TANKS: SHALL BE UNDERWRITERS LABORATORY APPROVED LISTED FOR THE UNDERGROUND STORAGE OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE DOUBLE WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (FRP). INSTALLATION OF TANKS AND PIPING SHALL BE IN ACCORDANCE WITH U.L. LISTED MANUFACTURER'S INSTRUCTIONS. INSTALLATION SHALL CONFORM TO NFPA-30/30A AND ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. TANKS SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE STATE IN WHICH THE TANKS ARE TO BE INSTALLED AND BY THE TANK MANUFACTURER. THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. ALL CONTINUOUS MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL MATERIALS USED IN THE INSTALLATION SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. METHANOL/ETHANOL COMPATIBILITY: FOR ALL METHANOL/ETHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS SHALL BE METHANOL/ETHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE. INITIAL TANK TESTING: CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS. CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER. IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED. HYDROSTATICALLY MONITORED DOUBLE WALL TANKS SHALL BE TESTED ACCORDING TO MANUFACTURER'S INSTRUCTIONS BY: * INSPECT AND ADJUST RESERVOIR LEVEL * VISUALLY INSPECT THE TANK EXTERIOR FOR COLORED MONITORING FLUID * PRESSURIZE THE PRIMARY TANK TO 5 PSI AND SOAP TEST ALL FITTINGS. DO NOT PRESSURIZE THE ANNULAR SPACE * VISUALLY INSPECT THE TANK INTERIOR FOR ACCUMULATION OF COLORED MONITORING FLUID. ***NOTE*** HYDROSTATIC FLUID RESERVOIR LEVEL MUST BE RECHECKED TO VERIFY TANK INTEGRITY PRIOR TO INTRODUCING BALLAST INTO TANKS. FIELD REPAIR OF TANKS IT IS ALLOWABLE TO FIELD REPAIR DAMAGED TANKS AFTER APPROVAL BY BP FILED ENGINEER. ALL TANKS DAMAGED IN TRANSPORT OR OFF LOADING OPERATIONS SHALL BE FIELD REPAIRED BY A TANK MANUFACTURER'S CERTIFIED FIELD SERVICE REPRESENTATIVE. TANK MANUFACTURER SHALL RECERTIFY REPAIRED TANKS FOR USE. ALL FIELD SERVICE WORK SHALL BE DOCUMENTED. COPIES OF ANY AND ALL FIELD SERVICE DOCUMENTATION SHALL BE PLACED IN THE PROJECT FILE AND INTO OWNERS OPERATING FILE. TANK MEASUREMENTS: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE FOLLOWING TANK MEASUREMENT ACTIVITIES: 1. VERIFY THE EXTERNAL SIZE OF THE TANK TO MATCH WITH MANUFACTURER SUPPLIED SHOP MEASUREMENTS. TRANSFER THE SIZE, SERIAL NUMBER, AND PRODUCT INSTALLED, AND POSITION OF TANK TO THE AS -BUILT PLAN. 2. TRANSFER TANK DIMENSIONAL AND PRODUCT INFORMATION TO THE DATA SHEET IN THE TANK GAUGE CONSOLE, 3. PROVIDE 'THE TOP OF TANK ELEVATION READING AT BOTH ENDS OF EACH TANK. TANK DEFLECTION MEASUREMENT PROCEDURE; DEFLECTION MEASUREMENT BEFORE AND AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE WITHIN MANUFACTURER'S TOLERANCES, ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. I.D.="A" BEFORE BACKFILL AFTER BACKFILL TANK INSPECTION AND INSTALLATION - DEFLECTION MEASUREMENT DIPSTICK PREPARATION DRIVE A SMALL HEADED, NON -SPARKING (E.G. BRASS) NAIL HALFWAY INTO A WOODEN DIPSTICK, 1 INCH ABOVE ITS BASE, FIRST DIAMETER READING (PRIOR TO BACKFILL) 1. PLACE THE DIPSTICK INTO A SERVICE FITTING. 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE FITTING. 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK. 4. MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE FITTING. SUBTRACT 1 INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE. 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING "A" ON THE INSTALLATION CHECKLIST. SECOND DIAMETER READING (AFTER BACKFILL) 1. PLACE THE DIPSTICK INTO A SERVICE FITTING WITH A STANDPIPE INSTALLED TO SUBGRADE. 2. MEASURE AND RECORD THE DISTANCE FROM THE TANK BOTTOM TO THE TOP OF THE STANDPIPE. 3. PULL THE DIPSTICK UP UNTIL THE EXPOSED NAIL CATCHES ON THE INSIDE TOP OF TANK. 4. MEASURE THE DISTANCE FROM THE TANK TOP (INSIDE) TO THE TOP OF THE STANDPIPE. SUBTRACT 1 INCH FROM THIS MEASUREMENT AND RECORD THE DISTANCE. 5. SUBTRACT THE SECOND DISTANCE FROM THE FIRST AND RECORD THIS VALUE AS READING "B" ON THE INSTALLATION CHECKLIST. CALCULATION AND COMPARISON 1. SUBTRACT READING "B" FROM READING "A". 2. COMPARE THIS VALVE TO THE TABLE OF "MAXIMUM ALLOWABLE DEFLECTIONS" SHOWN ON THE "INSTALLATION CHECKLIST". 3. VERTICAL DEFLECTION IN EXCESS OF THESE VALUES INDICATES IMPROPER INSTALLATION AND VOIDS THE TANK WARRANTY. MAXIMUM DEFLECTION FOR 8'-O" TANKS = 1-1/4" MAXIMUM DEFLECTION FOR 10'-0* TANKS = 1-1/2" TOP OF TANK ELEVATION: CONTRACTOR TO CALCULATE TOP OF TANK ELEVATION. START WITH 18" MINIMUM DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST DISPENSER AND SLOPE 1/4" PER FOOT MAXIMUM TO 1/8" PER FOOT MINIMUM, ADD 12" AT THE TANK. ADD 13" (FOR 3" PIPE) OR 8" (FOR 2") FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90 OR 45 DEGREES. SET TANKS 6" DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS THAN 4'-0" BELOW FINISHED GRADE OR DEEPER THAN 7'-0" BELOW FINISHED GRADE. SEE MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4" PER FOOT SHALL BE REPORTED TO OWNER'S ENGINEER. TANK EXCAVATION: CONTRACTOR TO EXCAVATE TANK HOLE. CONTRACTOR SHALL ADHERE TO O.S.H.A. STANDARDS ON EXCAVATIONS. CONTRACTOR MAY SELECT ANY OF THE RECOMMENDED PRACTICES FOR TANK EXCAVATION AND MUST PROVIDE ALL NECESSARY PROTECTIVE BARRICADES. SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989. WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AN ENGINEERED SHORING PLAN UTILIZING INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND SHALT_ INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR EXCAVATIONS OF TRENCHES 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. TANK EXCAVATIONS SHALL BE THE MINIMUM SIZE REQUIRED TO PROVIDE FOR BEDDING AND CLEARANCES INDICATED IN THESE DRAWINGS. TANK BURIAL DEPTH FIELD DETERMINED TO PROVIDE FOR 1/4" (1/8" PER FOOT MIN.) PER FOOT FOR STAGE II VAPOR RECOVERY PIPING & 1/8" MINIMUM PER FOOT FOR PRODUCT PIPING SLOPE BACK FROM DISPENSERS TO TANK. TANK STABILITY BUOYANCY CALCULATION; TANK STABILITY SHALL BE RE -CHECKED AGAINST FLOATATION BY INSTALLING CONTRACTOR. SEE BUOYANCY CALCULATIONS ON TANK DETAILING SHEETS. TANK ANCHORING: CONTRACTOR TO INSTALL MANUFACTURER SUPPLIED TANK HOLD DOWN STRAPS & ANCHORS WHEN REQUIRED DUE TO HIGH WATER TABLE, LOCAL REGULATIONS, OR SPECIFIED BY SITE ENGINEER/DESIGNER AND/OR OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER. WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. AANCHOR & STRAPS TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ** ALTERNATE ANCHORING BY USE OF A CONCRETE ANCHORING PAD IS PERMITTED (REQUIRED IN NYC). WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE FOR DIRECTION ON ANCHORING METHOD TO BE USED (DEADMAN OR ANCHORING SLAB) AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. ** THIS PROCEDURE IS REQUIRED IN NYC AND CONSIDERED PART OF SCOPE OF WORK WHEN INSTALLING TANKS IN NYC. FILTER FABRIC: IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR THE INSTALLATION OF FILTER FABRIC (DUPONT TYPAR OR MIRAFI 50OX) WHICH IS REQUIRED FOR WET HOLE INSTALLATIONS. FABRIC MUST EXTEND 1' ABOVE MAX. HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. WET HOLE BALLAST OPTION: WATER OR GASOLINE (IF NOT PROHIBITED BY LOCAL REGULATIONS) MEDIUMS ARE SUITABLE FOR BALLAST DURING WET HOLE_ 'TANK INSTALLATIONS. A PROPERLY INSTALLED 12 FOOT HIGH TEMPORARY VENT PIPE MUST BE INSTALLED BY THE CONTRACTOR FOR EITHER WATER OR GASOLINE. IF WATER IS USED TO BALLAST TANKS, THE WATER IS TO BE COMPLETELY PUMPED OUT & MOPPED DRY IN ORDER TO PROTECT FUEL INTEGRITY. CONTRACTOR IS REQUIRED TO COORDINATE BALLASTING OPERATIONS WITH OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER. IT IS THE INSTALLING CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE JURISDICTIONAL REQUIREMENTS AND ACCEPTANCE FOR BALLASTING THE TANKS AND TO PROVIDE FOR PROPER DISPOSAL OF THE BALLASTING MEDIUM (IF WATER) UNDER THE REGULATIONS OF THE GOVERNING AUTHORITY. BASK FILL: CONTRACTOR TO PROVIDE ALL BACK FILL REQUIRED FOR THE PROJECT SCOPE. PEA GRAVEL SHALT_ CONSIST OF NATURALLY ROUNDED AGGREGATE, MINIMUM 1/8" AND MAXIMUM 3/4" SIZE. FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNERS FIELD REPRESENTATIVE. NO MORE THAN 5% (BY WEIGHT) MAY PASS THE #8 SIEVE FOR BACKFILLING NONMETALLIC TANKS WITH A 96% TO 98% FREE FALL COMPACTION. DRY PEA GRAVEL DENSITY MINIMUM OF 95 POUNDS PER CUBIC FOOT IS REQUIRED. SUPPLY QUARRY CERTIFICATION MEETING ASTM C-33, PARAGRAPH 9.1 REQUIREMENTS. BACKFILLING OF TANK EXCAVATIONS SHALL BE PROVIDED IN LIFTS AS PER TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS. PRODUCT, VENT, AND VAPOR PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" BED OF COMPACTED PEA GRAVEL. BLOCKS, PLANKS, OR OTHER DEBRIS SHALL NOT BE USED TO SUPPORT PIPING IN FINAL INSTALLATION. NOTE: UNDER NO CIRCUMSTANCES SHALL DIRT, PAVING MATERIALS, WOOD, OR OTHER CONSTRUCTION DEBRIS BE ALLOWED TO REMAIN IN TANK AND PIPE EXCAVATIONS. 2 ANNULAR SPACE HYDROSTATIC MONITOR AND RISER INSTALLATION: STANDARD: CONTRACTOR TO INSTALL 4" GALVANIZED RISER AND VEEDER ROOT HYDROSTATIC SENSOR AT 'TANK ANNULAR SPACE LOCATION NOTED ON THE PLANS PER MANUFACTURERS INSTRUCTIONS. COAT ALL GALVANIZED RISERS EXPOSED TO BACKFILL WITH COAL TAR EPDXY. ,3)-,,TANK SUMP INSTALLATION: STANDARD: CONTRACTOR TO INSTALL 42" OR 48" DIAMETER TURBINE SIDE AND 42" DIAMETER FILL SIDE FIBERGLASS SUMPS ON TANKS PER MANUFACTURER'S INSTRUCTIONS. NOTE THAT THE ORIENTATION OF THE TANK SUMPS MUST BE CORRECT IN ORDER TO FACILITATE CORRECT PIPING INSTALLATION INTO THE SUMPS. SEE ACCOMPANYING DETAILS IN PLAN SET AND NOTE SIZES OF SUMPS PER PROJECT DEMOGRAPHICS. (4) TANK LEVEL GAUGE INSTALLATION: STANDARD: CONTRACTOR TO INSTALL VEEDER ROOT MAGNOSTRICTIVE PROBE LEVEL GAUGE AT OPENING IN FILL SUMP AT LOCATION NOTED ON PLANS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FILL AND 5TAGE I VAPOR RECOVERY INSTALLATION: STANDARD: CONTRACTOR TO INSTALL 4" GALVANIZED FILL AND STAGE I VAPOR RECOVERY RISERS AT FILL SIDE_ SUMPS. CONTRACTOR TO INSTALL DROP TUBE ASSEMBLY, CONTRACTOR TO INSTALL EXTRACTOR FITTING AND 30-MINUTE BALL FLOAT VALVE AT STAGE I VAPOR RETURN RISER. CONTRACTOR TO INSTALL VENT AND STAGE II FLEX CONNECTORS AND FRP ADAPTERS. LOCATE AND CUT PENETRATIONS INTO SUMPS FOR THE ROUTING OF VENT AND STAGE II VAPOR PIPING INTO SUMPS AND MAKE CONNECTIONS TO VENT AND VAPOR PIPING FIBERGLASS PIPING, CONTRACTOR TO INSTALL DOUBLE SIDED PENETRATION ENTRY BOOTS FOR ALL ENTRIES INTO SUMPS. CONTRACTOR TO INSTALL STATIC GROUNDING SYSTEM AT ALL FILL AND VAPOR RISERS PER INSTALLATION DETAILS SHOWN ON SHEET G.0.7. CONTRACTOR TO INSTALL CARB APPROVED STAGE I MULTIPORT MANHOLES WITH 5 GALLON SPILL COLLECTION BUCKETS. INSTALL PRODUCT AND FILL ADAPTERS AND CAPS, SEE ACCOMPANYING DETAILS IN SITE SPECIFIC PLAN SET FOR MANUFACTURER AND INSTALLATION REQUIREMENTS. 6) TURBINE INSTALLATION: STANDARD: CONTRACTOR TO INSTALL FE PETRO IST 2 HP VARIABLE SPEED TURBINES AND PIPING CONNECTION VALVES AND FITTINGS IN TANK SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS, ALL PRODUCT LINES TO TURBINES TO BE EQUIPPED WITH 3 GPH ELECTRONIC LINE LEAK DETECTION. LEAK DETECTORS ARE TO BE TESTED FOR THE 3 GPH LEAK DETECTION PRIOR TO START UP. CONTRACTOR TO PROVIDE TEST DATA AT THE TIME OF PUNCH LIST AS WELL AS INCLUDE IN CLOSE OUT BINDER. ALL TURBINES ARE EQUIPPED WITH STANDARD "R" CHECK VALVE AS A STANDARD FROM FACTORY. SET TURBINE INTAKES AT 5" FROM BOTTOM OF TANKS, TURBINES TO BE EQUIPPED WITH INTAKE FILTER SCREENS. CONTRACTOR TO INSTALL 1" RIGID STEEL CONDUITS FOR SUBMERSIBLE PUMP POWER. (ONE FOR EACH TURBINE). CONTRACTOR IS TO LABEL TURBINES AND CONTROLLERS AS TO WHICH PRODUCT THEY SERVE. GREEN CONTROLLER LIGHTS ARE TO GO OUT WHEN TURBINES ARE OFF OR LOSE POWER. IST PUMP CONTROLS ARE TIED TO VEEDER ROOT TLS-350. SEE APPROPRIATE TURBINE CONFIGURATION AND PROGRAMMING SHEETS SINGLE MASTER TURBINE CONFIGURATIONS - EQUIPPED AS NOTED ABOVE. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. (7) SIPHON LINE INSTALLATION: STANDARD: WHEN SITE SPECFIC TANK CONFIGURATION SHOWS MULTIPLE TANKS FOR IDENTICAL PRODUCTS, CONTRACTOR TO INSTALL 2" ENVIRON GEOFLEX-D SIPHON LINES AND PIPING CONNECTION VALVES AND FITTINGS BETWEEN TANKS ROUTED IN 3" FRP SINGLE WALL CHASE. INSTALL SIPHON PIPING AS LOW AS S PO SIBLE IN SUMP. NO TE TE LIMITATION ON MAXIMUM SIPHON PIPING SYSTEM HEIGHT ON DETAILS. ADJUST HEIGHT DOWN FOR SMALLER DIAMETER TANKS. CONTRACTOR TO INSTALL VEEDER ROOT SIPHON BREAK OPTION. SEE APPROPRIATE SITE SPECIFIC DRAWINGS FOR INSTALLATION DETAILS. 8 PRODUCT PIPING INSTALLATION: (SEE NOTE BELOW) CONTRACTOR TO INSTALL DOUBLE WALL FLEXIBLE PRODUCT PIPING, CONNECTORS, VALVES AND FITTINGS IN TANK AND DISPENSER SUMPS AS SHOWN ON SITE SPECIFIC DETAIL DRAWINGS TO SUPPLY DISPENSERS. PRODUCT PIPING TO BE ENVIRON GEOFLEX-D, 1-1/2" OR 2" DIAMETER AS INDICATED ON SITE SPECIFIC FUELING PLAN. ALL ENVIRON PIPE FITTINGS TO BE OF THE COAXIAL TYPE. PRODUCTS LINES TO BE EQUIPPED 3 GPH PRESSURE LINE LEAK DETECTORS (PLLD) ON TURBINES AND WITH LIQUID LEAK MONITORING SENSORS LOCATED IN TURBINE PIPING SUMPS ATTACHED TO TANKS WIRED FOR TURBINE SHUT DOWN. PRODUCT PIPING IN TURBINE SUMPS, PRODUCT PIPING CROSS CONNECTION MANIFOLDS BETWEEN SUMPS AND SIPHON PIPING PENETRATIONS ARE TO ENTER THE SAME SIDE OF THE SUMP IF POSSIBLE. IF PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP MAY BE REQUIRED TO BE INSTALLED BY LOCAL REGULATIONS. IF THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER DETERMINES THAT THE ALL THE PIPING ENTRIES NOTED ABOVE COULD HAVE BEEN MADE TO THE SAME SIDE OF THE SUMP, THEN ANY COSTS ASSOCIATED WITH EXTRA SENSORS SHALL BE BORNE BY THE INSTALLING CONTRACTOR. PIPING TO BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM TO TANKS UNLESS APPROVED BY OWNER. CONTRACTOR TO INSTALL TRACER TAPE WITH PRODUCT PIPING PER TRENCHING DETAILS. PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE SIDED ENTRY BOOTS. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS. ***NOTE*** ENVIRON PIPING TO BE INSTALLED PER ENVIRON'S MANUFACTURER'S INSTALLATION MANUAL AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER, 9) VENT AND STAGE II VAPOR_ RECOVERY PIPING INSTALLATION: VENT PIPING -- STANDARD: CONTRACTOR TO INSTALL 2" INDIVIDUAL DOUBLE WALL FIBERGLASS VENT PIPING, CONNECTORS, VALVES AND FITTINGS TO THE FILL SIDE SUMPS ON TANKS AS INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO INSTALL TRACER TAPE WITH VENT PIPING PER TRENCHING DETAILS. PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE SIDED ENTRY BOOTS. VENT PIPING SHALL BE DESIGNED AND INSTALLED FOR SLOPE 1/4" PER FOOT MINIMUM BACK TO TANKS. FOR LONG PIPING RUNS 1/8" PER FOOT IS ACCEPTABLE. CONTRACTOR TO INSTALL ABOVE GROUND RISERS AND MOUNTING RACK AS DETAILED ON THESE PLANS. TERMINATION POINT OF TANK VENTS TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA-30, INTERNATIONAL AND UNIFORM FIRE CODE REQUIREMENTS AND CARB EVR REQUIREMENTS. CONTRACTOR TO INSTALL TWO (2) 1" SPARE CONDUITS FROM VENT STACK TO INTRINSICALLY SAFE WIREWAY IN BUILDING FOR FUTURE TANK SYSTEM DIAGNOSTICS. STAGE II PIPING - STANDARD: CONTRACTOR TO INSTALL 3" DOUBLE WALL FIBERGLASS STAGE II VAPOR RECOVERY HEADER, CONNECTORS, VALVES AND FITTINGS TO THE LOWEST OCTANE GRADE FILL SIDE SUMP AS INDICATED ON SITE SPECIFIC FUELING PLAN AND ACCOMPANYING DETAILS. NOTE THAT THE 1ST CONNECTION FROM STAGE II VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3". ALL OTHER CONNECTIONS TO ADDITIONAL TANKS SHALL BE MADE WITH 2". CONTRACTOR TO INSTALL 3" TO 2" REDUCING TEES WHERE HEADERS BRANCH TO DISPENSERS. MAXIMUM (2) DISPENSERS PER 2" BRANCH. CONTRACTOR TO PROVIDE AT LEAST 4 FEET OF PIPING RUN BEFORE A CHANGE OF DIRECTION OF 30 DEGREES OR MORE IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY PER CODE REQUIREMENTS. CONTRACTOR TO INSTALL TRACER TAPE WITH VAPOR PIPING PER TRENCHING DETAILS. PENETRATIONS INTO ALL SUMPS SHALL BE MADE WITH DOUBLE SIDED ENTRY BOOTS. STAGE II VAPOR RECOVERY PIPING SHALL BE DESIGNED AND INSTALLED FOR 1/4" PER FOOT MINIMUM SLOPE BACK TO TANKS. AT LARGE SITE LAYOUTS, 1/8" PER FOOT MINIMUM IS ACCEPTABLE IF IT AVOIDS USING A KNOCK OUT SUMP (VAPOR POT) OR HAVING EXCESSIVE TANK DEPTH, CONSULT OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER, WHERE DISCREPANCIES OCCUR. CONTRACTOR TESTING OF VENT AND STAGE II VAPOR LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OPERATION. SEE SITE SPECIFIC DETAIL SHEETS FOR INSTALLATION DETAILS, SEE FIBERGLASS PIPING MANUFACTURER SPECIFICATION BELOW. VENT AND STAGE II PIPING SPECIFICATION: SMITH FIBERGLASS: WHERE DOUBLE WALL SYSTEMS ARE REQUIRED FOR ALL VENT AND VAPOR PIPING, SMITH FIBERGLASS COAXIAL PIPING AND FITTINGS. PIPING TO BE INSTALLED PER MANUFACTURER'S LISTED INSTRUCTIONS AND SHALL ONLY BE INSTALLED BY QUALIFIED INSTALLERS CERTIFIED BY THE MANUFACTURER. PROVIDE AT LEAST 4' OF STRAIGHT PIPING RUN BEFORE A CHANGE OF DIRECTION OF MORE THAN 30 DEGREES AND INSTALL FLEXIBLE CONNECTORS AT THE VENT AND VAPOR CONNECTION AT THE TANK SUMPS, AND DISPENSER SUMPS. JURISDICTIONAL VARIANT: INSTALL DOUBLE WALL COAXIAL FIBERGLASS PIPING WHEN REQUIRED BY LOCAL JURISDICTION. MF-TA PPE AND FITTINGS: STEEL PIPE SHOWN ON THESE DRAWINGS TO BE MINIMUM SCHEDULE 40. METAL PRODUCT LINE FITTINGS TO BE MALLEABLE IRON CLASS 150, GALVANIZED, ALL MALLEABLE IRON FITTINGS SHALL BE SUPPLIED BY "ANVIL" (FORMALLY "GRINNELL") OR EQUAL SPECIFICATIONS AS FOLLOWS: M.I. FITTINGS DIMENSIONS MATERIAL GALVANIZING THREAD PRESSURE RATING (TEES, ELBOWS) CLASS 150/PN 20 ASME B16.3 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 M.I. UNIONS CLASS 150/PN 20 ASME B16.39 ASTM A-197 ASTM A-153 ASME B.1 20.1 ASME B16.3 STEEL PIPE NIPPLES CLASS 150/PN 20 ASTM A733 ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 STEEL PIPE (F OR E) CLASS 150/PN 20 N/A ASTM A-53 ASTM A-153 ASME B.1 20.1 ASME B16.3 SCHEDULE 40 (F OR E) GASOLINE/ALCOHOL COMPATIBLE THREAD SEALANT TO BE USED ON ALL THREADED PIPE CONNECTIONS, ANY METAL PIPE OR FITTING USED FOR PRODUCT, VENT, OR VAPOR RECOVERY WHICH CONTACTS SOIL OR BACKFILL MUST BE 100% COVERED WITH A 100 MIL. COATING OF COAL TAR EPDXY (ROSS COAT OR 3M SCOTCH WRAP #50 TAPE). 10) PIPING SUMP PENETRATION INSTALLATION: CONTRACTOR TO INSTALL SUMP PENETRATION FITTINGS. ALL PENETRATIONS OF THE SUMPS TO BE ON A LINE TOWARD THE CENTER OF THE SUMP, NOT TO EXCEED 15' ANGLE IN ANY DIRECTION, TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP SIDE WALLS MUST BE SEALED WITH DOUBLE SIDED BULKHEAD FITTINGS IN SUMPS. ALL TANK SUMPS AND UNDER DISPENSER SUMPS SHALL BE HYDROSTATICALLY TESTED WITH STANDING WATER FOR A PERIOD OF 24 HOURS OR CERTIFIED USING SUMP MANUFACTURERS APPROVED TESTING PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT PER UST REGULATIONS. THE OWNER'S ENGINEER, THE BP-BOVIS GLOBAL ALLIANCE PROJECT MANAGER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECK LIST. CLIENT: a, 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: �/ DFVFI�PMENT tiROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: Z 7 6 5 0 2 1 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: ',"Oft JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: SITE ADDRE55: US WW1( T/-92 Ca 4M a RF frBD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE: 3/3/05 _ BP REPM: LIB DESIGNED BY: ALLLANCE PM: BEN JS DRAWN BY: PV HZ PROJECT NUMBER: 003-19B.00 ° CHECKED BY: BEN DRAWING TITLE; TANK AND PIPING SCOPE _ OF WORK AND GENERAL NOTES (I OF 21 2 SHEET NO: umon2ml' 1 ff % 1& 0 zj C " u TANK AND- F"IPING" 11140"TALLAT1000"N S" UPE Q`F W""',RK: TANK ELECTRICAL SPECIFICATIONS: (11) DISPENSER INSTALLATION: GENERAL' STANDARD: CONTRACTOR TO INSTALL "WAYNE HARMONY" OR "WAYNE OVATION" STYLE DISPENSERS WITH INTEGRATED CARD READERS AND INTERCOM (1 E TESTING: SYSTEM AS SHOWN ON SITE SPECIFIC DESIGN DETAIL SHEETS. DISPENSERS TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL COMPLETE ALL TESTING ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR TANKS AND PIPING AND PER INDUSTRY ALL MATERIALS AND WORKMANSHIP WILL CONFORM TO THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, N.E.T.A., .C.S.I., &NFPA AS REQUIRED BY THE ENGINEER, LOCAL AND STATE CODES AND ORDINANCES, AMERICANS WITH DISABILITIES ACT, E.P.A., INSTALLATION TO INCLUDE DISPENSER ISLANDS, DISPENSER CONTAINMENT SUMPS, AND THE INSTALLATION OF ALL SHEAR VALVES, RISERS, PIPING RECOMMENDED PRACTICES API & PEI . CONTRACTOR SHALL COMPLETE ALL WARRANTY VALIDATION TESTING AND PROVIDE DOCUMENTATION TO ( ) U.B.C. AND UTILITY COMPANY REQUIREMENTS. CONNECTIONS ANQ ALL PENETRATIONS INTO THE SUMPS. SEE TANK ELECTRICAL DRAWINGS FOR CONDUIT AND WIRING REQUIREMENTS. OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP—BOVIS GLOBAL ALLIANCE PROJECT MANAGER. THE CONTRACTOR WILL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS BID OR PIPE TESTING: WORK, NO ALLOWANCES WILL BE MADE AFTER THE BID FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO VERIFY EXISTING INSTALLATION OF HANGING HARDWARE: STANDARD: -- CONTRACTOR TO INSTALL VAPOR ASSIST HOSES, NOZZLES, SWIVELS AND BREAK AWAY VALVES PER CARB EXECUTIVE ORDER ISOLATE THE PRODUCT TANKS AND DISPENSERS DURING PRESSURE TESTING OF LINES IN ORDER TO PREVENT DAMAGE. CONDITIONS. G-70-153—AD (PRE MARCH 31, 2001 EVR). SITES WHERE ORVR COMPATIBLE SYSTEMS ARE NOT REQUIRED THE DESIGN, ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE APPLICABLE SECTION OF ANSI—B31, — FURNISH AND INSTALL A COMPLETE ELECTRICAL SYSTEM AS DEPICTED FROM THE PLANS AND SPECIFICATIONS HEREIN AS NOTED OR AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, AND AMERICAN IMPLIED — NOT LIMITED TO WHAT IS SHOWN. DISPENSER START UP: — START UP BY MANUFACTURERS REPRESENTATIVE. CONTRACTOR TO PURGE LINES WITH 200 GALLONS PER HOSE MINIMUM. PETROLEUM INSTITUTES RECOMMENDED PRACTICE 1615. ALL DRAWINGS ARE SCHEMATIC IN NATURE AND ALL APPURTENANCES NOT INDICATED TO MAKE A WORKING SYSTEM MUST BE INCLUDED ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS ELECTRONICS WILL BE BILLED DURING CONSTRUCTION, BEFORE BACKFILLING, PIPING SHOULD BE ISOLATED FROM THE TANKS AND SUBJECTED TO A PIPE TIGHTNESS TEST. OTHER IN CONTRACTOR'S BID. BACK TO THE CONTRACTOR. TESTING METHODS MAY ALSO BE ACCEPTABLE IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. A CONSTRUCTION PIPE TEST IS CONDUCTED IF THERE APPEARS TO BE ANY ITEMS IN CONFLICT WITH THE DRAWINGS, INCONSISTENCIES WITH DESIGN OR INTENT, OR NEED FOR (12) SUMP SENSOR INSTALLATION: AS FOLLOWS: CLARIFICATION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLARIFY THESE ITEMS PRIOR TO BID IN WRITING WITH THE ENGINEER. IF A. THE PRODUCT PIPING TO BE TESTED IS ISOLATED AND PRESSURIZED WITH COMPRESSED AIR TO 150 PERCENT OF THE MAXIMUM SYSTEM THE CONTRACTOR FAILS TO CLARIFY ANY QUESTIONS OR INCONSISTENCY, THEY ACCEPT RESPONSIBILITY TO CORRECT AT THEIR COST ANY CONTRACTOR 'f0 INSTALL ALL FILL SUMP, TURBINE SUMP AND DISPENSER SUMP SENSORS PER VEEDER ROOT INSTALLATION INSTRUCTIONS. SUMP OPERATING PRESSURE (OR A MINIMUM OF 50 POUNDS PER SQUARE INCH GAUGE; MAXIMUM AS RECOMMENDED BY COMPONENT MANUFACTURER) SUCH ITEM SO AS TO MEET INTENT AS DEFINED BY ENGINEER. SENSORS TO BE INSTALLED IN SUMP HOLDERS MOUNTED TO SIDE OF SUMP WALLS SEE TANK DETAIL SHEETS FOR LIQUID SENSOR DETAILS. FOR AT LEAST 30 MINUTES AND NOT MORE THAN 1 HOUR.g, UTILITIES: TURBINE SIDE SUMP SENSORS TO BE MOUNTED AT SIDE OF TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW LOWEST ALL PIPING SURFACES INCLUDING VALVES, FITTINGS, JOINTS, AND SO FORTH ARE WETTED WITH A SOAP SOLUTION AND INSPECTED FOR PENETRATION FITTING WITHIN SUMP AREA AT BOTTOM OF SUMP. SEE TANK ELECTRICAL DRAWINGS FOR MONITORING CONDUIT DETAILS AND SENSOR BUBBLES, CONTRACTOR WILL SUPPLY INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER TO PROVIDE SERVICE REQUIRED. AND PROBE WIRING DETAILS. C. LEAKS, AS INDICATED BY BUBBLES, ARE REPAIRED OR REPLACED, AND THE PIPING RETESTED AS NECESSARY. D. THE INNER PIPE WALLS SHALL BE TESTED FOR TIGHTNESS BEFORE CLOSING THE OUTER PIPE. THE OUTER PIPE MUST BE TESTED AT A 5 RIGID STEEL GALVANIZED (RSG) FITTINGS & CONDUIT: (13) OPTIONAL OVERFILL ALARM AND ACKNOWLEDGE SWITCH INSTALLATION: POUNDS PER SQUARE INCH GAUGE MAXIMUM BEFORE BACKFILLING. CARE SHOULD BE TAKEN TO PREVENT OVER PRESSURIZATION OF THE WHEN REQUIRED BY LOCAL JURISDICTION, CONTRACTOR TO INSTALL OVERFILL ALARM & ACKNOWLEDGMENT AS SHOWN. ALARM AND SWITCH TO BE INTERSTICE. IT IS IMPORTANT THAT THE MANUFACTURER'S INSTRUCTIONS BE FOLLOWED. REPEAT BOTH TESTS AFTER BACKFILLING. RGS FITTINGS MUST BE STEEL COMPRESSION TYPE; EACH WITH CODE SIZED COPPER BOND WIRE. MINIMUM CONDUIT 1" C. EXCEPT AS SWABBED PRIOR TO CONDUCTOR INSTALL. LOCATED TO PROVIDE AN UNOBSTRUCTED VIEW TO TRUCK DRIVER. PROVIDE BOLLARD PROTECTION OF FREE STANDING POLE. SEE SITE SPECIFIC WIRING CAUTION: EXTREME CARE SHOULD BE EXERCISED IN CONDUCTING PIPE TIGHTNESS TEST. PRESSURIZED PIPING IS POTENTIALLY DANGEROUS NOTED. ALL WORK WILL BE IN CONDUIT; COMPLETED SYSTEM REAMED, AND DIAGRAM AND DETAILS FOR MOUNTING REQUIREMENTS. BECAUSE OF THE POSSIBILITY OF VIOLENT RUPTURE. THIS TEST SHOULD BE CONDUCTED WITH MINIMUM EXPOSURE OF PERSONNEL AND WITHOUT ALL CONDUITS TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS TIE WIRE, PERFORATED STRAPS, OR OTHER PIPING OR (144) VEEDER ROOT TLS-350 CONSOLE INSTALLATION: MOVING OR DISTURBING THE PIPING BEING TESTED. WHEN THE TEST IS COMPLETED, THE PIPING PRESSURE CAN BE REDUCED OR RELEASED CONDUIT ARE NOT ACCEPTABLE SUPPORTS. NO TIE WIRE WILL BE ALLOWED ON PROJECT. COMPLETELY FOR THE REMAINDER OF CONSTRUCTION. REFER TO THE PIPING MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO INSTALL "VEEDER ROOT" TANK AND LINE ALARM CONTROL PANEL MODEL #TLS-350 IN BUILDING. INSTALL PER MANUFACTURER'S CONDUCTORS: INSTALLATION INSTRUCTIONS. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR EXACT LOCATION IN BUILDING. GEOFLEX PRODUCT PIPING SHALL BE TESTED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. CONDUCTORS TO BE 600V., COPPER (98% CONDUCTIVITY). BRANCH CIRCUITS TO HAVE THHN/THWN GAS &OIL RESISTANT INSULATION. (15) CONCRETE TANK SLAB INSTALLATION: VAPOR RECOVER PIPING MUST PASS ALL CARB BLOCKAGE TESTING RELATIVE TO TIGHTNESS, PRESSURE DECAY, &BLOCKAGE RATES. A/L TESTING CONDUCTORS WILL BE STRANDED, HYDRAULIC CRIMP ALL CONNECTIONS. CONDUCTOR INSULATION WILL BE CONTINUOUSLY COLOR COATED. REFER TO PROJECT GENERAL SPECIFICATIONS FOR ADDITIONAL CONCRETE REQUIREMENTS NOT INDICATED ON THESE DRAWINGS. IS REQUIRED FOR "ASSISTED" STAGE II SYSTEMS (IF INSTALLED). NOTIFY THE BP—BOVIS GLOBAL ALLIANCE PROJECT MANAGER TO COORDINATE. ALL GROUNDING/BUILDING CONDUCTORS WILL BE MULTI —CONDUCTOR TYPE (U.L. LABELED — ROPE STRAND BUILDING WIRE CLASS 'M') CONTAINMENT SUMP TESTING: BARE OR INSULATED AS NOTED OR REQUIRED, STANDARD: CONTRACTOR TO INSTALL A MINIMUM 7" REINFORCED CONCRETE SLAB OVER TANKS. FIBER REINFORCEMENT TO BE USED. PREMIX ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER ABOVE THE LEVEL MINIMUM LINE VOLTAGE WIRE SIZE IS #12 AWG (STRANDED) FOR LINE VOLTAGE WIRING DEVICES TO BE SPECIFICATION GRADE, UNIFORMLY THROUGHOUT CONCRETE. REINFORCEMENT BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE REINFORCE OF THE HIGHEST PIPE OR CONDUIT PENETRATION FOR A PERIOD OF 24 HOURS AFTER ALL WORK IS COMPLETED TO INSURE THAT THE SUMPS ARE MINIMUM 20 AMPS FOR RECEPTACLES. HUBBELL OR ENGINEER APPROVED. ALL SPECIAL RECEPTACLES AND GROUND FAULT CONCRETE SLAB AROUND MANHOLES WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. WATERTIGHT OR CERTIFIED USING SUMP MANUFACTURER'S APPROVED TEST PROCEDURE TO INSURE THAT SUMPS ARE WATERTIGHT PER UST REGULATIONS. PROTECTED DEVICES MUST BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES. THE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK INSTALLATION CHECKLIST. FILL RISER GROUNDING: UNLESS OTHERWISE NOTED ON THESE DRAWINGS: ALL RISERS IN THE FILL SUMP SHALL BE GROUNDED AND BONDED. a. CONCRETE — REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) FINAL SYSTEM TESTING: INSTALL 1 /2" x 10'-0" LONG CONTINUOUS COPPER CLAD GROUND ROD IN NATIVE SOIL FOR TANK SYSTEM GROUNDING. PROVIDE b. CEMENT — TYPE I/II, SULFATE RESISTANT AFTER COMPLETE INSTALLATION OF THE ENTIRE FUEL SYSTEM AND ALL PAVING, THE OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP—BOVIS MANHOLE ACCESS TO GROUND ROD AND COPPER GROUND WIRE, SEE DETAILS ON SHEET G.0.8 . AGGREGATES — ASTM C (MAXIMUM SIZE 3/4 INCHES) cG GLOBAL ALLIANCE PROJECT MANAGER, SHALL ARRANGE FOR A PRECISION TANK AND LINE TEST TO BE PERFORMED ON THE COMPLETE SYSTEM. . DAY CONCRETE STRENGTH (f'c): SUCCESSFUL COMPLETION OF THIS TEST WILL BE REQUIRED FOR FINAL APPROVAL. THIS TEST SHALL ENSURE THAT ALL NEW TANK & PIPING SHALL CONTRACTOR PERFORMANCE: 2,500 PSI — SLAB ( DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) MEET ALL FEDERAL, STATE, & LOCAL REQUIREMENTS FOR TIGHTNESS INTEGRITY, PRIOR TO START—UP OF SYSTEM. OPERATIONALLY TEST ALL OTHER THE CONTRACTOR WILL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY HIM UNDER THIS CONTRACTOR FOR A PERIOD OF TWO e. SLUMP — 3"+ 1 " — 4" MAXIMUM AT POINT OF PLACEMENT EQUIPMENT, INCLUDING IMPACT (SHEAR) VALVES, LINK LEAK DETECTORS, LEAK DETECTOR ALARMS, AND EMERGENCY SHUTDOWN SWITCHES IN YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THIS CONTRACT BY THE OWNER AND THE ENGINEER AND PROVIDE A BOND TO f. SHRINKAGE — 0.05% MAXIMUM ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL PROVIDE (3) COPIES OF ALL CERTIFICATIONS & TEST RESULTS TO VALIDATE THIS GUARANTEE. ANY DEFECTS DEVELOPING WITHIN THE PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP PERFORMED HERE UNDER, g. ENTRAINED AIR RANGE — 2% TO 4% OWNER'S REPRESENTATIVE OR HIS AGENT, THE BP—BOVIS GLOBAL ALLIANCE PROJECT MANAGER. WILL BE MADE GOOD AT THE EXPENSE OF THE CONTRACTOR NOT THE OWNER OR ENGINEER. THE CONTRACTOR WILL ACCEPT AND FULLY UNDERSTAND THIS PROVISION PRIOR TO CONTRACT BEING AWARDED, AS NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR CORRECTION CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 7.0 INCHES (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) OF FAULTY WORK OR DEFECTIVE MATERIALS. ANYTIME DURING THE CONSTRUCTION PERIOD, THE OWNERS REPRESENTATIVES AND THE ENGINEER RETAIN THE RIGHT TO REQUIRE THE CONTRACTOR TO REMOVE AND REINSTALL ANY EQUIPMENT OR MATERIALS NOT FOLLOWING THE STANDARDS AS CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1 /2 : 3 1 /2, WITH A MAXIMUM 7 1 /2 GALLONS OF WATER PER SACK, ADD 1.0 PRESENTED HEREIN OR ON THE DRAWINGS WITHOUT COST TO THE OWNER OR ENGINEER. TO 1.5 LB STEALTH FIBER REINFORCING PER CU. YD. CONCRETE. CONTRACTOR WILL PROVIDE PROOF OF PERFORMANCE BOND WITH SHOP DRAWINGS MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. PROVIDE 3 SETS OF SHOP DRAWINGS &SAMPLES FOR ALL EQUIPMENT, PRIOR TO ORDERING AND IN A TIMELY MANNER (AS DETERMINED BY THE PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 ENGINEER) SO NOT TO DELAY WORK, TO THE ENGINEER FOR APPROVAL. (CONDUIT, SWITCHES, CONDUCTORS, ECT.) WHERE SUBSTITUTIONS ARE MADE. CONTRACTOR WILL INCLUDE COMPARISON DATA & SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS FOR REFERENCE PURPOSES. OF THE UBC, IS PROVIDED. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER AT LEAST 7 DAYS BEFORE PLACING CONCRETE. CONTRACTOR WILL PROVIDE LETTER TO ENGINEER CONFIRMING ALL EQUIPMENT AND TERMINATIONS ARE PROPERLY TORQUED — SIGNED BY LICENSED CONTRACTOR, CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. CONTRACTOR WILL PROVIDE ACCURATE AND COMPLETE "AS BUILT" DRAWINGS TO OWNER AND ENGINEER AT TIME OF OWNER ACCEPTANCE. ALL "AS BUILT" DRAWINGS TO BE 4 SETS OF "BLUELINES" OR PHOTO COPY PRINTS 24" X 36" AND TWO SETS (OWNER/ENGINEER) ON MAGNETIC BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. MEDIA & AUTOCAD 2000 (BY AUTODESK) COMPATIBLE. FAILURE TO DO SO WILL CONSTITUTE FORFEITURE OF ALL PAYMENTS DUE AND HOURLY RATES OR $99.00/HOUR/MAN MINIMUM TO ENGINEER PAID BY CONTRACTOR FOR "AS BUILT" DEVELOPMENT. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.C.I. — 318 (SPECIFICATIONS OF THE DESIGN AND PLACEMENT OF CONCRETE). MANHOLE CROWNS: ALL MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN (1" RISE OVER 12" RUN) OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. THE OWNER'S ENGINEER, THE BP—BOVIS GLOBAL ALLIANCE PROJECT MANAGER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST. PRODUCT IDENTIFICATION MARKINGS: CONTRACTOR TO INSTALL PRODUCT IDENTIFICATION TAGS AT ALL MANHOLE OPENING PER SITE SPECIFIC DETAIL DRAWINGS. CLIENTbp r�l p' it I, 11 HH1144 Itlr AdIlllll N . u 1 1 ' d,h�l�ah� I�III`'m��i,u,ll�tiul�I�l�li� 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: Ar DEVELOPMENT GROUP. INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 0 0 A 4 2 NO, DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DUFLRPMENT INFORMATION: SITE ADDRESS: US M 17-N CR4M A RF ffflD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE: 03/03/05 BP REPM: LB DESIGNED BY: BEN ALLIANCE PM: JS DRAWN BY: PvBEN Hz PROJECT NUMBER: 003`"198.00 CHECKED BY: DRAWING TITLE: TANK AND PIPING SCOPE OF WORK AND GENERAL NOTES (2 OF 2) SHEET N0Gm0m2v2 UST System Project Documentation and Checklist Checklist of Documents z a 0 1. Backfill quarry certificates and weight tickets 2. UST location approvals with terminal operations 3. UST warranty documents 4. UST Charts 5. UST air test documents 6. UST as built drawings 7. UST precision test 8. Product line, fittings and IST warranty documents 9. Product line air test documents 10. Product line as built drawings 11. Product line precision test 12. Vapor recovery CAR-13 & A/R ratio test documents 13. Product line as built drawings 14. Product line precision test 15. ATG startup and warranty documents and console program tape 16. Containment sump hydrostatic test documents 17. Dispenser startup and warranty docurrrcnts 18. Dispenser weights and measure calibration documents 19. BP hanging hardware continuity test documents Excavation and Backfill 1. Visually inspect backfill material for suitability to UST man il'aCturer specifications and the BP Bovis Alliance requirements. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail. 2. Insure the backfill is clean, free flowing, not frozen, and not intermixed with unsuitable materials. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Section, Backfill Specifications for more detail. 3. Insure backfill material provides proper depth, lateral spacing and support for all piping. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill. Section, Backfill Specifications for more detail along with applicable piping details from project drawings. 4. Insure backfill material provides proper depth, lateral spacing and support for all piping. Refer to UST scope of work drawings G.0.2.1 & G.0.2.2, Excavation and Backfill Specifications for more detail, along with applicable UST installation details from project drawings. 5. Obtain copies of backfill quarry certificates and weight tickets (ASTM C-33) for project file. Ballast 1. Document the type of ballast utilized (Water, Fuel, or none) 2. Insure if ballast is used, the type is in compliance with Federal, State and Local requirement. Fuel is prohibited as ballast in many areas. 3. Insure the installation contractor places proper 12 ft high vent piping if fuel is used as ballast. 4. Water used as ballast shall be removed as firlly as possible and any remaining amounts (1/4 of inch as example) documented before fuel is added to the UST. UST Anchoring 1. UST anchors shall be installed if required by Federal, State or Local requirements, or as specified by the site engineer, designer and/or owners representative. 2. UST anchors shall be installed in high water tables at the direction of the BP Bovis Project manager. 3. Document the type of anchoring installed. Always use the UST manufacturer instructions for installation of the anchors and supply of the UST straps. Copies shall be placed in project files and to the owner's operational maintenance files. Photographs are preferred. 4. Reference specific details for spacing and components specifications on the applicable UST Installation drawings. 5. When working below grade, reference the safety requirements noted in the applicable UST Installation drawings along with applicable site safety contractual documents. UST Testing 1. All UST installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a rrruiimum. 2. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the UST manufacturer, UST charts, along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. 3. The UST shall be visually inspected above grade prior to installation for defects, out of roundness, or damage from transportation. All concerns shall be documented and the UST manufacturer notified for inspection, repair, and re -certification prior to installation. Copies shall be placed in project files and to the owner's operational maintenance files. 4. The interstitial space shall be visually inspected for proper fluid levels, color, and for any exterior or interior leaks. 5. The UST compartment shall be air tested pressurizing to 5 PSI above grade prior to installation and all joints soap tested. The interstitial space shall not be pressurized, but the fluids levels checked during this test. The testing shall always be manned and a series of double gauges and regulators used to insure no over pressurization. 6. The UST compartment air tested shall be repeated after the UST has been installed and backfilled unless ballast is required to install the UST in high water tables. The interior of the UST shall be visually inspected for any interstitial fluid leaks post this air test along with the reservoir level. 7. The UST burial depth (elevation of top and bottom of UST) shall be verified and documented at both ends of the UST. Deflections of the UST as measured by the recommendations of the manufacturer (typically inside diameter from bottom to underside of bungs) shall measured, compared to manufacturers specifications, and documented for project files and to the owner's operational maintenance files. 8. All exposed metal pipe and fittings shall be visually inspected and be in accordance to the schedule, specifications, and protection (coatings & tape wraps) of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings and the applicable UST Fitting drawings. 9. As built drawings for UST locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files. 10. A precision test according to Federal, State or Local requirements shall be performed prior to placing the UST in service by a third party firm certified and licensed for this testing in accordance with Federal, State and Local requirements according to the UST scope of work drawings G.0.2.1 & G.0.2.2. Copies shall be placed in project files and to the owner's operational maintenance files. Product Pipe Testing z o - 1. All product piping shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 2.All product piping shall be visually inspected for a positive slope back to the USTs to each and in particular the furthest dispensers in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 3. All backfill material in the piping trenches shall be in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. All temporary supports and blockage used during installation shall be removed prior to the completion on backfilling. 4. All product line installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 5. All fiberglass lines shall be tested prior to backfilling. Pressurized primary piping shall be tested to 50 psi and held for 24 hrs. Secondary piping shall be tested to 10 psi for 1 hr. All Primary and secondary joints shall be soap tested. Testing shall be repeated after backfilling (less soap test on buried joints). 6. Geoflex product piping shall be tested according to the manufacturer's specifications. 7. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the piping manufacturer along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. 8. As built drawings for product piping locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files 9. A precision test according to Federal, State or Local requirements shall be performed prior to placing the product lines in service by a third party firm certified and licensed for this testing in accordance with Federal, State and Local requirements according to the UST scope of work drawings G.0.2.1 & G.0.2.2. Copies shall be placed in project files and to the owner's operational maintenance files. 4. General contractor shall proved 72 hour notdication to governing agency prior to tank i Stage II Pipe Testing 1. All vapor recovery piping shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 2. All vapor recovery piping shall be visually inspected for a positive slope back to the USTs to each and in particular the furthest dispensers in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. 3. All backfill material in the piping trenches shall be in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawings, and the applicable piping details. All temporary supports and blockage used during installation shall be removed prior to the completion on backfilling. 4. All vapor recovery line installations shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 5. All vapor recovery lines shall be tested and pass all CARB testing relative to tightness, pressure decay, and blockage rates. Air to liquid ratio testing shall be performed. 6. The installation contractor shall provide the BP Bovis Project Manager all completed warranty validation testing documents of the piping manufacturer along with applicable State or Local requirement documentation of installation testing results. Copies shall be placed in project files and to the owner's operational maintenance files. El7. As built drawings for vapor recovery line locations will be documented (pictures preferred) and copies shall be placed in project files and to the owner's operational maintenance files. ATG Inspection & Startu 1. All sump sensors, PLLD units, and console units shall be visually inspected and be accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawings, the applicable UST Fitting drawing, and the applicable Veeder Root details. 2. All sump sensors and PLLD wiring shall be in accordance to NEC requirements for class I Division I locations. 3. The ATG system shall be inspected and started up by an authorized service representative including programming and system performance checks. 4. A tape copy of the console program shall be left mounted inside the console along with the copies placed in project files and to the owner's operational maintenance files. 5. The installation contractor shall provide the BP Bovis Project Manager all completed warranty startup documents of the ATG system with the copies placed in project files and to the owner's operational maintenance files. Containment Sump Testing 1. All containment sumps shall be visually inspected and be in accordance to the schedule, specifications, and details of the UST scope of work drawings G.0.2.1 & G.0.2.2, the applicable UST Installation drawing, the applicable UST Fitting drawing, and the applicable piping details. 2. All containment sumps shall be tested in accordance with Federal, State or Local requirements and in accordance with the UST scope of work drawings G.0.2.1 & G.0.2.2 as a minimum. 3. All containment sumps shall be hydrostatically tested with water for 24 hrs to insure tightness of all penetrations and boot fittings. All water will be removed after the testing and disposed of according to Federal, State or Local requirernents. Dispensers 1. Dispenser sumps will be tested according to requirements of containments sump testing above. 2. Island and concrete slope details shall be visually inspected and be in accordance to the schedule, specifications, details of the UST scope of work drawings G.0.2.1 & G.0.2.2, and the applicable dispenser drawings. 3. Dispenser mounting, impact valve mounting, and sump fittings shall be visually inspected and be in accordance to the schedule, specifications, details of the UST scope of work drawings G.0.2.1 & G.0.2.2, and the applicable dispenser drawings. 4. The dispensers shall be inspected and started up by an authorized service representative including programming and system performance checks. 5. The installation contractor shall provide the BP Bovis Project Manager all completed warranty startup documents of the dispensers with the copies placed in project files and to the owner's operational maintenance files. 6. Dispenser shall be tested and sealed for weights and measure requirements according to State or Local requirements. 7. The BP Hanging Hardware Continuity Test (attached form) will be completed prior to the units being placed in service. Copies of the test shall be placed in project files and to the owner's operational maintenance files. Testing shall be per PEURP 400-2. New Site Hanging Hardware Continuity Test Form qHarmony H-Frame 0 Harmony H-Frame e W Style Style LlStyle i'll Dispenser #: Dispenser #: Side A Test Date: Side A Test Date: Side B Test Date: Side B Test Date: qHarmony H-Frame 0 - Harmony H-Frame e ❑O Style Style Style ©� �a Dispenser #: Dispenser #: Side A Test Date: Side A Test Date: Side B Test Date: Side B Test Date: 4THarmony H-Frame Harmony H-Frame e ❑ Style Style Style Dispenser #: Dispenser #: Side A Test Date: Side A Test Date: Side B Test Date: Side B Test Date: Harmony H-Frame o Harmony H-Frame Style Q Style Style u676J Style a Dispenser #: Dispenser #: Side A Test Date: Side A Test Date: Side B Test Date: Side B Test Date: Testing Conducted By: Name: Contractor: _ General Project & Final System Documentation z o Z A I. Backfill quarry certificates and weight tickets 11. Product line precision test 2. UST location approvals with terminal operations 12. Vapor recovery CAR-13 & A/R ratio test documents 3. UST warranty dOCUrnerrtS 13. Product line as built drawings 4. UST Charts 114. Product line precision test 5. UST air test documents 15. ATG startup and warranty documents and console program tape 6. UST as built drawings 16. Containment sump hydrostatic test documents 7. UST precision test 17. Dispenser startup and warranty documents 8. Product line, fittings and IST warranty documents 18. Dispenser weights and measure calibration documents 9. Product line air test documents 19. 13P hanging hardware continuity test documents 10. Product line as built drawings General Compliance Notes 1. Tank system to be inspected by owner's engineer & governing agency at four (4) separate construction phases as required: a. Tank air test before setting in hole & soap test. b. Tank & primary piping hydrostatically or pneumatically tested for 30 minutes. c. Inspection of all secondary courtairurrrent, including testing, in accordance with manufacturer's guidelines. d. Final inspection including all portions of the leak detection system. 2. Tank system, leak detectors & monitoring system integrity tests forwarded & approved by governing agency prior to tank system being placed in operation. 3. An unauthorized release response plan must be submitted & approved by governing agency proper to tank operations. 4. Evidence of financial responsibility shall be submitted to governing agency. CLIENT• bp � I II � IIC�II�II �I�NNIII. I hlu6i. r I'I w I,III IIII� w, 4 CINTERPOINH DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: DEVEl,APMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 0 0 6 5 0 0 0 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: JAMES M. WINTER (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT[ INFORMATION: SITE ADDRESS: US MY 17-92 CR h n a RF *TBD v SCALE: N.T.S. ALLIANCE Z&DM: JB DATE. 03/03/05 BP REPM: LB DESIGNED BY: ALLIANCE PM: BEN JS 4 DRAWN BY: PV HZ PROJECT NUMBER: a 003-198.00 Q CHECKED BY: BEN DRAWING TITLE: UST SYSTEM a CHECKLIST c rt SHEET NO: AW T a x wlvwrs� I � rwluH I IVIJS SHOWN ARE IvNML)M REQUIREMENTS; LOCAL BUILDING CODES OR FROST L1\E MAY REQURE GREATER DEPTH THIS DETAIL APPLICABLE WHERE STAGE I PIPING DOES NOT CROSS PRODUCT PANG, 2" FRP DROP FROM 020R�V \ EACH DISPENSER ENVIRON CROSSOVER SUPPORT (TYP.) c 2" FRP VAPOR49OR� RETURN LEG '�i'' 3" FRP VAPOR 13 OR RETURN MANIFOLD O TO TANKS b FOR ILLUSTRATION PURPOSES, A NON —BLENDING OPTION IS SHOWN. FOR A BLENDING SOLUTION, DELETE THE THIRD PRODUCT LINE. n n n SCALE NTS SCALE, NTS OR 44 3" FRP VAPOR RETURN MANIFOLD TO TANKS PIPING PASS—THRU SUMP 1 1 /2" OR 2" FLEX TALE II CONDENSATE TAP SCALE NTS 3" FRP BELL ADAPTER 3" — NPT PLUG DRILLED FOR 3/4" COMPRESSION FTG 3/8" COPPER LINE WITH 1" ABS FLEXIBLE PIPING WITH RADIUS BENDS BACK TO UST SUMP 3" FRP VAPOR LINE13 TO TANK MANIFOLD (SLOPE 1/4"/FT MIN.) 3' FFP TEE 3� -- 3' FRP PPE 13 3' FRP CAP 3©--�`- REDUCER DOUNUT (TY 3/8' COPPER LINE VATH T ABS FLEXIBLE Pill WITH RADNJS BENDS BACK TO UST S1J P LhE OF SUM DETAIL AT UST SUMP UUSSE HIS DETAIL ONLY IF PROPER SLOPE FROM DISP. TO TANKS CANNOT BE ATTAINED. WRITTEN APPROVAL FROM FUEL SYSTEMS DESIGN MANAGER REQUIRED PRIOR TO USE. COD CONDENSATE TRAP SHOULD BE LOCATED WITHIN 50' OF SUBMERSIBLE PUMP, PROVIDING SUCTION. MAXIMUM VACUUM PROVIDED BY STP IS 26" OF MERCURY (12.8 psi). 99 12" MANHOLE SLOPE CONCRETE AWAY FROM MANHOLE 1" RISE OVER 12" RUN 3" FRP VAPOR LINE 13 FROM DISP. (SLOPE 1/4"/FT MINIMUM) W Z 0 ai- SCALE NTS 6' WIDE DETEOTABLE UCERGROLIZ i TAPE CONCRETE OR ASPHALT BFEU IY 7 BELOW RdSEED CHAD6 PAVING BvfIRE MAGNATEO 4 -W PEA GRAVEL : , BACKRI110 x'� 2' OR 3' FRP ,� �.° air `10 VAPOR FETI,PN LNE 2 13 7" 7" /� ; (NOTE, DOUBLE WALL. 1,_2"} 0 1 'VT OR 2' ONLY W1HEFE 8" 8" g- DOUBLE WALL REQUITED)`7FF1VGRAVEL BACKFLL 2•_0 PRODUCT PIPING dSlllr IN COMBINED TRENCH, MIN. 8" BETWEEN STAGE II & PRODUCT PIPING (C.L.) FOR ILLUSTRATION PURPOSES, A BLENDING XX INS DIICCATES ITEMS FOUND OPTION IS SHOWN. FOR A NON —BLENDING ON MATERIALS LIST SHEETS SOLUTION, ADDITIONAL PIPING IS REQUIRED. CONTROL JOINT (SAWED , PETROLEUM RESISTANT SEALANT SAWED JOINT 1/4' X (MIN)PI 2' DEPTH WITH 3/4' DEEP ( FI Al FFX--F CONSTRUCTION JOINT A PETROLEUM RESISTANT SEALANT 3/4' DEEP (MN) NEW PAVES TYPICAL CONTNUOUS REILFORCING PER SPECS, INTERRUPT AT CONSTRUCTION JOINTS PETROLEUM RESISTANT SEALANT 3/4' DEEP (MN) NEW PAVEMENT —� LVA:4 vn 10 Tkm wj;li �3/8' JOINT 1/d' RAl Lq Tf n 3/84 JOINT v4' RADIUS TOOL EDGE EXISTNG PAVEMENT 4 4 4 4 4 q 4 ° Q 4 / A 4. (TYP) 3/4' DIA, X 18' L GREASED STEEL DOWEL @ 18' O.C. #4 R/F EACH WAY I F ASSFM3LY .04 AOW-1200) 1 WE SCION SHALL EXTEND AT LEAST 2 ABOVE THE STATIC QFKMWATER TABL_F 6 BELOW THE ANNUAL_ LOW WATER LEVEL, ? BELOW BOTTOM OF TAW AN) NO LESS THAN 2' BELLOW GRO[M SUFACE 2 SOLVENTS OR CLUE SHAL NOT BE USED THREADED/SLIP OOUIl MAY BE SEG FED USNQ STAN FSS STEEL SCREWS OR F ,VETS O WELL CAP TO BE A WATER TUff LOCIWG CAP CLEARLY LABELED MONITOR WE N ACCOF9DA,NCE WITH APHP 1615 PARAMETERS, a, MANHOLE LD TO BE CLEARLY LABELED COMPLIANCE WELL N ACCORDANCE WLLH API -PP 1616 PARANETERS JOINT FILLER CAST N PLACE JOINT FILLER CAST IN PLACE 16 d DRLL EXISTING '6 CONCRETE FOR DOWEL PLACE/ENT WATERTIGHT LOCKABLE CAP (EBW 772) CONCRETE OR PAVEMENT SOLID RISF_R 1 BENTONTE OR FINE SAND SEALANT STATIC GROUNDWATER TABLE 1-4 i9 MANHOLE ASSEMBLY (OPW 104 AOW-1200) REJI�FORCED CONCRETE PAD �-10' MIVIv�1M WASHED SILICA SAND PACK WELL SCREEN - SCH 40 PVC SLOTTED PPE, HOR FACTORY Cl MN (ATLANTIC SCREEN OR Ea) V e CAP BOTTOM SCALE; NTS NOT TO SCALE NOT TO SCALE NOT TO SCALE CLI • Ili i �� '�I�IYp�l'll�l�rflll 4 CENTERPOINTE DR, ROOM 474 LA PAW, CA 90623 SITE ENGINEER: pxom���i , 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: A 0 0 7 A 0 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: JAMES M. WINTER (FL Reg. 1 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN - PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT - CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: SITE ADDRESS: usiv=w CR 8WOWAMA RF #TBD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE: 03/03/05 BP REPM: LB DESIGNED BY: BEN ALLIANCE PM: JS DRAWN BY: PV HZ PROJECT NUMBER: 003®193.00 CHECKED BY: BEN DRAWING TITLE: GENERAL NOTES AND MISC, DETAILS SHEET NO: 7g-;?q- EXTINGUISHER FOR DISIRENSER AREA TYPICAL LOCATIONS FOR STARTIERGATE &-DOMINO- CANOPES ACCT ACTUAL NUMBER OF FIRE EXTINGUISHERS TO MEET LOCAL REQUIREMENTS T—u MIN r -• • 'm WHO INSTALL POST ON CENTTERLNE OF DISPENSER IESSURE VACUUM VENT CAP (TYP) BEVEL BUTT WED SMOOTH )UARE TUBE FRAME PANT BLACK FEN VENTRISERS 'E TO FRAME I PRE -FORMED UNISTRUT BRACKETS (TYP-) PER SPECS ON I PANT OR WRAP EXPOSED FRP PIPING ]Fll�l TK)NAL UV, PROTECTION EXPLOSIONPROOFC• • ED TO POST SEAL OFF INSTALL (2) T CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL N BULDNG NOTE: VENT RISERS SHOULD STAND %Ny NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB NOTES; STANDARD: IN ORDER TO PROVIDE MECHANICAL FLEXIBILITY WITHIN THE RIGID PIPING SYSTEM, PROVIDE AT LEAST 4 FEET OF STRAIGHT PIPE RUN BEFORE A CHANGE IN DIRECTION OF 30 DEGREES OR MORE. (NFPA 30A (2000 & 2003) ?5.3.3(2)), (UFC (2000) 77901.11.7.2) (3 RCNY ?21-20 (0) (6)) ) THE VENT CONFIGURATION SHOWN IS IN ACCORDANCE WITH CP-201 THE NUMBER OF VENT CAPS AT ANY GASOLINE DISPENSING FACILITY (GDF) SHALL NOT PERMIT AN ADDITIVE LEAK RATE OF MORE THAN .17 CHF AT 2" OF WATER COLUMN. MAX ALLOWED WITHOUT MANIFOLDING IS (3). THE VENT DISCHARGE SHALL BE LOCATED SO THAT VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESS THAN 3.6 M (12 FT) ABOVE THE ADJACENT GROUND LEVEL. VAPORS SHALL BE DISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS. VENT OUTLETS SHALL BE LOCATED SO THAT VAPORS WILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE WTHT(N PAT30 (2003) ?5.7.2)R (UFCU(20ING 00) OPENINGS. SHALL BE INSTALLED IN ACCORDANCE 790213), (3 RCNY 72T-10) THE ACTUAL NUMBER OF VENT RISERS IS DETERMINED BY THE NUMBER OF UNDERGROUND STORAGE TANKS, THE DIESEL VENT RISER (IF INSTALLED) IS ALWAYS SEPERATE. VENT RISERS SHOULD STAND NO LESS THAN 3' FROM OUTSIDE EDGE OF CURB AND NO LESS THAN 5' FROM PROPERY LINES OF PROPERTIES THAT CAN BE BUILT ON. NYC VARIANT: IN NYC EACH UNDERGROUND MOTOR FUEL STORAGE TANK SHALL BE PROVIDED WITH A SEPARATE VENT LINE WITHOUT ANY TRAP OR DEVICE WHICH CAUSES EXCESSIVE BACK PRESSURE AND SHALL BE MAINTAINED UNOBSTRUCTED AT ALL TIMES. PER 3 RCNY ?21-20 (1) (2) 3'-6' MIN. a CD Z w I� Z,�/ -- 'L Lj (U it 4 ,A 1 • 1 4Mb I Z iy 4 �:DETAII- 2" GALV. RISER I 2" GALV. COUPLING --\ 2' BELL x MALE 3 ADAPTER 2' CONTAINMENT TEF444ATIONI 4 FITTING W/ TEST PORT (TYP.) CONCRETE COLLAR 2' D,W, FRP VENT PPE SLOPE 1/4' PER FT, TO TANK rm I PRESSURE VACUUM VENT CAP (SEE MOTE BELOW) SCALE RTS. l AL STARTMR CRATE CANOPY SCALE: NITS. FASTEN VENT FUSERS SECURELY TO FRAME WITH PRE-FORIVED UNTISTRUT BRACKETS, (TYP) FIELD PAINT OR WRAP EXPOSED FRP PIPING FOR ADDITIONAL U.V. PROTECTION EXPLOSION PROOF J-BOX MOUNTED TO POST SEAL OFF 17 INSTALL (2) T CONDUITS W/ PULL ROPE FOR FUTURE TANK DIAGNOSTIC REQUIREMENTS ROUTE TO MONITORING PANEL N BULDNG cu 12' 0 CONCRETE FOUNDATION NOTE: FIELD PAINT OR WRAP EXPOSED FRP PIPING WITH 3M SCOTCHWRAP NO. 50 ALL WEATHER 10 MIL. TAPE FOR ADDITIONAL U.V. PROTECTION 6' STEEL SLEEVE. FILL WITH PTI PASTE VENT DETAIL 2' COAXIAL ELBOW 1 APPLICABLE FOR AL NEW CONSTRUCTION USING APOLLO/HAFEMMY DISPENSER & SUMPS, THE SMALL GAP BETWEEN THE CANOPY COLUMN & SUMP SI IAL L BE SEALED USING PTI PASTE, SFF DETAIL BELOW, 2 THE CONCRETE ENT PEt\ETRATION OF DISPENSER CONDUCTS SHOULD BE SEALED USING PTI SEI F-LEVELNG MATERIAL SEE DETIAL BELOW a TI-E USE OF HYDROCARBON CAULK SHOULD BE DISCONTNUED, AND PT PASTE & SELF -LEVELING SHALL BE USED N ALL NSTALLATIONS, WPLEI��ffAT10N APPLICABLE FOR ALL SITES. BOTH ARCO & BP BRAND LOCATIONS USING APOLLO/HARIVIONY DISPI_JVSERS & SUMPS UMIATION WTFXJCTIOR5 SEALING ENVRCN DISPENSER PAN AT CANOPY COLUMN 1 PREPARE SURFACES FOR PTI MATERIALG USING SCOTCH BRITE PADS OR BVIORY CLOTH, SCUFF ALL SURFACES TO RECEIVE PTI MATER I-9 2 SURFACES SGLFFED TO A DUI. FINISH SURFACES HAVE BEEN SCUFFED ONE THE COLUMN & THE SUMP TOP PORTION NOT THAT ALL SURFACES THAT ARE NOT TO RECEIVE THE PTI MATERIALS MUST BE MASKED WITH TAPE TO PREVENT U�TLY MIS -APPLICATION 3. P-n M*G EVE THE BLACK JAR FROM THE BUCKET. ADD CONTENTS OF THE: JAR TO THE BUCKET, TAKE SOME OF THE WHITE PASTE FROM TFE BlK.rCET & THOROUGFILY MIX INTO THE REMAMER N THE JAR MIX N BUCKET UNTIL TREFE ARE ABSOLUTELY NO STW-WS. 4. APPLYING PTI PASTE AS A SEALANT: APFLY PTI PASTE WITH A SPATUA OR BY HAND, OVERLAP AREA ABOUT T TO ALLOW PROPER SEALNG, 5, PTI PASTE APPI—ED TO COL L M I & SUM', JOINTS SHOULD HAVE Ya COVE OR MORE OVERLAP COLUMN ONTO SUMP BY ABOUT T TO FORM A SHIELD, 6. POURING PTI SELF -LEVELING TO FILL LARGER, CRAVE Fr LED GAPG USING A SMALL. SAFETY CONE CUT N HALF, FUNS]_ THE PTI SELF-LEWLNG INTO CAVITY TO BE FTLI FD. FILL CAVITY AROUND CONDUITS WITH r EDOION &INSALLTION UL SCALE-- N1T,S. Ep �. " . .. .. CABI`ET; KU-FXC-24 WITH BREAKABLE INN TALL FIRE EXTINGUISHER AS SHOWN IN DETAILS, DO NOT MOUNT TO DISPENSER. SCALE N1T•S. 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: pE.VFLOPMENI' GROUP. INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 NO. I DATE I REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: Eu r 6 20 JAMES M. WINTER (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: RF #TBD u SCALE: ALLIANCE Z&DM: JB DATE. 03/03/05 BP REPM: DESIGNED BY: ALLIANCE PM: BEN JS DRAWN BY: PROJ��EyyC��TjjNUMBER:/y� CHECKED BY: BEN 7 003— jI98.W DRAWING TITLE: VENT STACK DETAILS , SHEET N0C, 0 ub r n h n EQUIPMENT SCHEDULE ITEM DESCRIPTION NO. 1/2" 0 X 10' LONG COPPER BONDED GROUND ROD: "ERICO" PART NO. 611300 (UL LISTED) OR EQUIVALENT #4 AWG STRANDED BARE COPPER GROUND 2 WIRE. PROVIDE TERMINAL CONNECTORS AT U-BOLT CONNECTIONS CADWELD #4 WIRE CABLE TO GROUND ROD CONNECTION "ERICO" PART NO. GTT14A1 L, USE WELD METAL #32 CADWELD "T" CONNECTION FOR #4 BARE STRANDED ®WIRE CABLES. "ERICO" PART NO. TAC1 L1 L, USE #32 WELD METAL. CADWELD "L" CONNECTION FOR #4 BARE STRANDED OWIRE CABLES TO 3/4" BRONZE STUD. "ERICO" PAR NO. GRC181 L, USE #90 WELD METAL. 4" NPT ADJUSTABLE BRONZE PIPE CLAMP, LIND O6 EQUIPMENT P/N JR-150-30 (905) 475-5086 POMECO/OPW 6110-12WT 12" H-20 RATED ACCESS COVER 3/4" DIAMETER X 4" LONG SOLID BRONZE STUD BOLT W/ BRONZE NUTS AND WASHERS. CLIENT; FILL SUMP (TYP.) 6 (TYPlic .) u, BOND GROUND WIRE TO l n,h, umi ALL METALLIC RISERS AS 5K GAL. FILL SUMP ( TYP. ) ���,I'ai�� REQUIRED (TYP.) SEE BONDING DETAIL TANK � '�'`I ��I�,�' (nP) 5 1 3 GROUND ROD INSTALL OUTSIDE OF 12" H-20 RATED TANK EXCAVATION IN NATIVE SOIL ACCESS COVER TEST LEAD CONNECTED TO GROUND ROD (NOT LUG OR WIRING) (TYP) 2 4 CENTERPOINTE DR. ROOM 474 #4 STRANDED WIRE TO 1 /2"9 10 OHMS MAX LA PALMA, CA 90623 CADWELD GROUND ROD 4 CONNECTION SITE ENGINEER (TYP.) ow vm�l HYDROSTATIC RESERVOI R DE-VELOPMENT GROUP, INC. _ 5205 SOUTH LOIS AVENUE #4 STRANDED ��� TAMPA, FLORIDA 33611 BARE COPPER `7 Q 4" 4 BRONZE PHONE (813) 505-0512 20K GAL. 1/2"0 X 10 LONG COPPER GROUND TO PIPE CLAMPS FAX (813) 805-0313 TANK CLAD STEEL GROUND ROD 1 OTHER TANKS (TYP.) FL. E.B. No. 7703 COL® IN NATIVE SOIL TURBINE SUMP (PREMIMUM) DESIGN TEAM MEMBER TITLE: -- #4 STRANDED BARE "T" CADWELD #4 COPPER GROUND TO 2 GROUND ROD STRANDED BARED COPPER WIRE BLUE CONNECTION(TYP-) (--1 (REGULAR) GROUND ROD DETAIL B — — B 1� SEE TANK FUELING SITE PLAN FOR SPECIFIC TANK LAYOUT 3/4"0 X 4" LONG BRONZE �8 �. 8 STUD BOLT W NUTS AND WASHERS (TYP.) EXTERNAL SUMP WALL #4 STRANDED BARE COPPER #4 STRANDED BARE COPPER GROUN 2 TERMINAL ONNECTION #4 STRANDED BARE COPPER TERMINAL CONNECTION 5 GROUND TO 3/4"0 STUD BOLT TO OTHER TANK (TYP.) 2 GROUND TO GROUND #4 STRANDED AWG CADWELD "L" CONNECTION (TYP.) CLAMPS ON FILL RISERS 4 TYPICAL FILL SUMP 0 #4 STRANDED BARE COPPE 2 3/4"0 X 4" LONG SOLID BRONZE STUD BOLT. ANCHORING PLATE------' GROUND TO GROUND ROD ALL TREADED W/WASHERS AND NUTS. BED 8 OLT IN CAULKING OR PIT PASTE (TYP.) GROUND BRONZE 6 GUND CLAMP NO. DATE REVISION DESCRIPTION (TYP.) "T" CADWELD #4 STRANDED BARE 4 DRILL 7/8" HOLE IN SUMP NOTE: PREPARED UNDER THE DIRECT COPPER WIRE CONNECTION(TYP.) WALL (TYP.) RISER (TYP.) SUPERVISION OF: FOR PENETRATIONS OF THE SUMP WALLS, SOLID BRONZE STUD BOLTS ARE TO BE USED AND #4 INSTALL FIBERGLASS MAT AND GLASS THE INTERIOR SUMP GROUND WIRES ARE TO BE CONNECTED VIA TERMINAL CONNECTORS TO STRANDED BARE COPPER GROUND TO TSEAL: ' "0 STUD BOLT CADWELD "L" 5 ESIN BOLT, WASHERS AND FIRST SET HE BOLTS. BOLTS TO BE SEALED BOTH INSIDE AND OUT WITH GLASS RESIN.�� ' CONNECTION (TYP.) OF NUTS TO SUMP BOTH SIDES (TYP.) EXTREME CAUTION MUST BE OBSERVED WHILE USING ANY NON -INTRINSICALLY SAFE DEVICE IN NTERNAL SUMP WALL CLASSIFIED AREAS. SUMP MUST BE TESTED FOR VOLATILE VAPORS PRIOR TO USE. ELECTRICAL GROUND CLAMP AT FILL SUMP CONNECT MUST BE MADE WITH JUMPER WIRE SO FINAL CONNECTION IS AWAY FROM JUr+ 1 CLASSIFIED AREAS. -- — RALF D. PORSCH (FL Reg. No.: 49309 TYPICAL PENETRATION & CONNECTION DETAIL ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. (SEE INSTALLATION SEQUENCE NOTES BELOW) D SYSTEM � BONDING DETAILS CONFIDENTIALITY STATEMENT: C, TESTING EXPOSED G R O U N THE RECIPIENT OF THESE MATERIALS UNDSTATIC GROUNDING PLAN VIEW & BONDING DETAILS MATERIALS 15 THAT COPYRIGHT IN THE A • SCALE: N.T.S. MATERIALS IS OWNED RI BP, AND ALSO, THAT THE MATERIALS CONTAIN - -- - — — PRIVILEDGED AND CONFIDENTIAL NOT TO SCALE BUSINESS INFORMATION OF BP- ACCORDINGLY, R SHEET NOTES ACCORDINGLY, THE RECIPIENT AGREES N TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES haTES TE" NOT TO MAKE COPIESOF MATERIALS. THE RECIPIENT AGREES AGREES TO - - USE THE MATERIALS ONLY FOR THE 7 12" H-20 RATED ALL STAGE I FILL AND VAPOR RISER ADAPTERS SHALL BE ELECTRICALLY GROUNDED TO PROMOTE THE RELAXATION LIMITED PURPOSE FOR WHICH BP HAS ACCESS COVER OF STATIC CHARGE. CAUTION: AVOID CONNECTING ANY ELECTRICAL TEST LEAD TO THE FILL OR VAPOR RISER IN A MADE THE MATERIALS AVAILABLE, AND MANNER THAT WOULD POTENTIALLY PRODUCE STATIC DISCHARGE OR SPARKS OF ANY KIND. RECIPIENT AGREES TO RETURN ALL THE BONDING AND GROUNDING FOR STATIC ELECTRICITY PROTECTION SHALL BE IN COMPLIANCE PER ALL APPLICABLE MATERIALS TO BP EITHER UPON FEDERAL, STATE AND LOCAL CODES INCLUDING NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, NFPA 77, THE FILL AND VAPOR RISERS SHALL BE TESTED AFTER INSTALLATION AND PERIODICALLY TO COMPLETION OF THE INTENDED Z RECOMMENDED PRACTICE ON STATIC ELECTRICITY, NFPA 70, NATIONAL ELECTRIC CODE, AND THE CALIFORNIA CODE PURPOSE OR UPON THE REQUEST OF 3 CADWELD #4 WIRE CABLE TO GROUND OF REGULATIONS, SUBCHAPTER 15, PETROLEUM SAFETY ORDERS -REFINING, TRANSPORTATION AND HANDLING, ARTICLE VERIFY BONDING AND GROUNDING COMPETENCY. BP, WHICHEVER COMES FIRST. d ROD OR GROUND ROD CLAMP 5, FIRE AND EXPLOSIONS. THE MAXIMUM RESISTANCE FROM ANY FILL OR VAPOR ADAPTER TO THE BODY OF THE GROUND ROD SHALL NOT EXCEED 10 OHMS FOR A METALLIC RISER PIPE, SPILL CONTAINMENT AND DEVELOPMENT INFORMATION: _ 1 1/2" X 10' LONG COPPER CLAD PER SECTION 6.4.1.3 OF NFPA 77, THE MEASURED TOTAL RESISTANCE IN THE GROUND PATH TO EARTH SHALL BE ADAPTER ASSEMBLIES. STEEL GROUND ROD IN NATIVE SOIL LESS THAN 1 MEGAOHM WHICH IS CONSIDERED ADEQUATE FOR RELAXATION OF STATIC CHARGE. THE MAXIMUM ALLOWABLE GROUND PATH TO EARTH RESISTANCE FOR STATIC ELECTRICITY GROUNDING APPLICATIONS SHALL NOT THE RESISTANCE THROUGH ANY COMPOSITE OR NONMETALLIC STAGE I CONTAINMENT FITTING EXCEED 100,000 OHMS. SHALL BE MEASURED WITH A OHMMETER CAPABLE OF READING UP TO 10 MEGAOHMS. THE 2 #4 AWG BARE COPPER SUM COLLECTIVE RESISTANCE OF THESE SEMI -CONDUCTIVE ELEMENTS SHALL NOT EXCEED GROUND WIRE PER SECTION 6.4.1.3 OF NFPA 77, THE RESISTANCE IN METALLIC BONDING AND OR GROUNDING SYSTEMS SHALL BE 100,000 OHMS. FOR THESE SYSTEMS, THE GROUND RESISTANCE TESTER MUST BE CONNECTED 4" FILL AND STAGE I LESS THAN 10 OHMS. RESISTANCE HIGHER THAN 10 OHMS INDICATES INADEQUATE CONNECTIONS. TO THE GROUND CONDUCTOR CONNECTION ON THE COMPOSITE CONTAINMENT SYSTEM OR RISER PIPE. RETURN PIPES (TYP.) A GROUNDING SYSTEM PER NEC CODE FOR CURRENT CARRYING CONDUCTORS SHALL BE CONSIDERED MORE THAN /i ADEQUATE FOR A STATIC ELECTRICITY GROUNDING SYSTEM. FOR INSTALLATIONS WITHOUT AN EXPOSED GROUND ROD CONNECTION, TOTAL SYSTEM FILL SIDE CONTAINMENT RESISTANCE SHALL BE MEASURED WITH A GROUND RESISTANCE TESTER BY A QUALIFIED SHALL TYP. PER THE NFPA 30, SECTION 5-6.3.4 ALL PARTS OF THE FILL PIPE ASSEMBLY, INCLUDING THE DROP TUBE, ELECTRICIAN FAMILIAR WITH GROUND TESTING. THE TWO POINT METHOD MAY BE USED WITH SUMP 4 (TYP.) FORM A CONTINUOUS ELECTRICALLY CONDUCTIVE PATH. THE SITE ELECTRICAL GROUNDING AS THE SECOND TEST POINT. ,SITE AD RD ESS: (TYP')� TANK TANK I` CONTAINMENT FINISHED 2 � I SURFACE THE MINIMUM WIRE SIZE FOR BONDING AND GROUNDING SHALL BE COPPER AWG #4. THE NEC MAXIMUM GROUND PATH RESISTANCE FOR CURRENT CARRYING APPLICATIONS IS 2 OHMS. HOWEVER, GROUND ROD TO EARTH RESISTANCE UP TO 10Q OHMS SHALL BE US MY 17 BOX (TYP.) (TYP.) I I A 1/2" 0 BY 10' LONG COPPER CLAD STEEL GROUND ROD SHALL BE DRIVEN INTO NATIVE SOIL ONLY. PLACING ACCEPTABLE FOR STATIC ELECTRICITY PROTECTION OF THE FILL AND VAPOR RISERS. •o THE GROUND ROD INTO TANK PIT AREA GRAVEL SHALL NOT BE PERMITTED UNDER ANY CONDITIONS. THE CR CONTRACTOR IS RESPONSIBLE FOR CLEARING ANY UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF THE GROUND. i' THE GROUND ROD TO GROUND WIRE CONNECTION SHALL BE ACCESSIBLE THROUGH A H-20 RATED 12 DIAMETER STAM MINIMUM ACCESS COVER TO ASSIST INSPECTION, MAINTENANCE AND TESTING. THE SCREW TYPE GROUND ROD CLAMP ` °" \� 5. 6 SHALL BE UL LISTED FOR DIRECT BURIAL. V (TYP.) 1/2" X 10' LONG COPPER GLAD 1 ONE MAIN STRANDED #4 THHN CONDUCTOR SHALL BE RUN PAST EACH FILL SUMP, ONE STRANDED #4 THHN STEEL GROUND ROD IN NATIVE SOIL �� (TYP.) CONDUCTOR SHALL BE ROUTED TO EACH FILL SUMP. INSTALLATION AT SUMP SHALL BE AS FOLLOWS AND MUST BEF j� COMPLETED IN ORDER NOTED AS FOLLOWS: OWS: __ D IRE CABLE ` -- ------------------- — — — — — — -- --- — — — — --- — — DOUBLE WALL t AU SCALE: N.T.S. ALLIANCE ZdcDM: JB COIL STATIC GROUN W 2 -- -- TANKS UP 3' &SECURE TO SIDE OF DATE. 3/�105 BP REPM: LB 1.) MAKE "L" CADWELD CONNECTION WITH #4 STRANDED WIRE AND 3/4" BRONZE STUD BOLT OUTSIDE THE SUMP AREA. uc pEAGRAVEL BACKFILL 2.) THREAD ON EXTERIOR NUT AND PLACE EXTERIOR WASHER ON STUD. DESIGNED BY: ALLIANCE PM: GALVANIZED STEEL RISER 3.) DRILL 7/8" HOLE IN SUMP WALL. RDP JS 4.) ADD CAULKING TO BOLT AND INSTALL STUD IN TO SUMP, PLACE IN WASHER, TIGHTEN INTERIOR NUT AND BED DRAWN BY:py PROJECT NUMBER: BOLT INTO SUMP (CONTAINMENT SOLUTIONS SUPPLIED CAULKING IS ACCEPTABLE OR USE PTI PASTE). CHECKED BYRDP ®®3"198.®® 5.) INSTALL FIBERGLASS MAT AND GLASS RESIN STUD BOLT NUTS AND WASHERS TO SUMP WALL ON BOTH INTERIOR AND EXTERIOR SUMP WALLS. MAKE SURE RESIN APPLICATION WILL NOT INTERFERE WITH INTERIOR TERMINAL CONNECTION. DRAWING TITLE: EARTH 6.) MAKE #4 TERMINAL CONNECTION AND INSTALL SECOND INTERIOR NUT TO STUD TO SECURE THE CONNECTION, ROUTE TANK FILL & VAPOR RISER #4 STRANDED WIRE TO BRONZE PIPE CLAMP AT FILL RISER AND MAKE CONNECTION. ROUTE ADDITIONAL GROUND WIRE TO VAPOR RISER AND SECURE WITH BRONZE PIPE CLAMP. TO ASSURE A COMPLETE CONNECTION, ANY PAINT OR COATING (GROUND ROD INSTALLED IN SOIL NOT PEAGRAVEL BACKFILL) ON THE RISER SHALL BE REMOVED PRIOR TO INSTALLATION OF THE GROUND CLAMP. STATIC GROUNDING DETAILS Y.) MAKE #4 STRANDED TO #4 STRANDED "T" CADWELD CONNECTIONS TO MAIN GROUND WIRE. THE CONDUCTORS SHALL HAVE 18" MINIMUM COVER. 8.) MAKE #4 STRANDED TO GROUND ROD CADWELD CONNECTION, SHEET N0: GROUNDING SECTION �c BONDING DETAILS NOTE: • G R O U MF IS FOR GRROUNDIONGDOR� ON IING FILLTANDHVAPORRRISERS.HE STATION ELECTRICAL GROUNDING SYSTEM SHALL NOT BE USED B. STATIC tj NOT TO SCALE u - a m 0 n u� 1 TANKS ITEM BY DESCRIPTION (BP CONFIGURATIONS) MANUFACTURER Cl > BP (NOT USED) OBP (NOT USED) UBP (NOT USED) OBP (NOT USED) 0 BP (NOT USED) TANK: 15,000 GALLON, 10' I.D. DOUBLE WALL FIBERGLASS TANK, w/42" "CONTAINMENT SOLUTIONS" MODEL NO. POLYSIDED FILL SUMP, (w/ 42" POLYSIDED TURBINE SUMP w/22" M.W. SINGLE DWT-6 TYPE II; (10) 15,000 GALLON 0 BP STP DESIGN, 48" POLYSIDED TURBINE SUMP w/ 30" MW 2 STP DESIGN), STEEL w/ HYDROSTATIC RESERVOIR, w/ SUMP DEADMEN PKG. AS STRIKE PLATES AND TIE DOWN GUIDES. TANK SHALL BE UL 1316 APPROVED PKG, AS REQUIRED, w/ AND METHANOL APPROVED. REQUIRED TANK: 20,000 GALLON, 10' I.D. DOUBLE WALL FIBERGLASS TANK, w/ 42" "CONTAINMENT SOLUTIONS" MODEL NO. POLYSIDED FILL SUMP, (w/ 42" POLYSIDED TURBINE SUMP w/22" M.W. SINGLE DWT-6 TYPE II; (10) 20,000 GALLON � �0BP STP DESIGN, 48" POLYSIDED TURBINE SUMP w/ 30" MW 2 STP DESIGN), STEEL w/ HYDROSTATIC RESERVOIR, w/ SUMP PKG. AS �- STRIKE PLATES AND TIE DOWN GUIDES. TANK SHALL BE UL 1316 APPROVED PKG. AS REQUIRED, w/ DEADMEN AND METHANOL APPROVED. REQUIRED O(NOT USED) STAGE I EQUIPMENT a (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER 18 SNA 4"x4"x3"x2" EXTRACTOR CROSS FITTING W/ CAGE. "OPW" MODEL NO. 233VM-6045 19 SNA 4"x4"x2" EXTRACTOR TEE FITTING W/ CAGE. "OPW" MODEL NO. 233VM-4420 �� 3" FLOAT VENT VALVE 30 MINUTE ( ) "OPW" MODEL N0. 30MV-3080 (8" LENGTH) "OPW" LENGTH) SNA MODEL NO. 30MV-3110 (11" 21 G.C. 4" GALVANIZED RISER — LENGTH AS REQUIRED "ANVIL" OR EQUAL 2" PRESSURE VACUUM VENT —THREADED (GASOLINE) "HUSKY" MODEL NO. 4885 22 SNA PER CARB EVR EXEC ORDERS VR-101—D & VR-102—D 23 SNA (NOT USE) "OPW" MODEL NO. OPW-23-0033 "OPW" MODEL NO. 106U-0125 (UNLEADED) 24 PRODUCT IDENTIFICATION MARKERS "OPW" MODEL NO, 106UP-0125 (UNL PLUS) "OPW" MODEL NO, 106SU-0185 (SUPER UNL. SNA "OPW" MODEL NO, 106DL-0095 (DIESEL) 25 (NOT USED) 0266 (NOT USED) 27 (NOT USED) EQUIPMENT SOLUTION FOR NON -STAGE II AREAS ITEM BY DESCRIPTION MANUFACTURER STANDARD DISPENSER NOZZLE & SWIVEL, w/ HOLD OPEN CLIP, "HUSKY" XS SERIES MODEL #159504 61 SNA (PER LOCAL MAINTENANCE DEPARTMENT REQUIREMENTS) w/ HS-0350 SWIVEL STANDARD NOZZLE SWIVEL "HUSKY" MODEL #HS-0350 62 SNA PER LOCAL MAINTENANCE DEPARTMENT REQUIREMENTS) FUEL HOSE - 9'-6" "GOODYEAR" MODEL #532-327-120-23769 603 63 SNA SNA (PER LOCAL MAINTENANCE DEPARTMENT REQUIREMENTS) WHIP HOSE - l'-O" "GOODYEAR" MODEL #532-327-120-00169 64 604 SNA SNA (PER LOCAL MAINTENANCE DEPARTMENT REQUIREMENTS) STANDARD BREAKAWAY COUPLING — DUAL POPPETED "HUSKY" MODEL #HS-3360 (6:5) SNA (PER LOCAL MAINTENANCE DEPARTMENT REQUIREMENTS) C6SNA (NOT USED) NOTE: THIS MATERIALS EQUIPMENT SCHEDULE IS NOT A COMPLETE LIST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. CONTRACTOR TO COORDINATE MATERIALS DELIVERY SCHEDULE AND VERIFY EQUIPMENT COUNTS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT ARRIVES AT SITE IN UNDAMAGED CONDITION, STAGE I - (WATER TIGHT SOLUTION) ITEM BY DESCRIPTION MANUFACTURER 36" DIA. SINGLE DUAL POINT FILL —SPILL MANHOLE W/ 8" ACCESS LID. ASSEMBLY INCLUDES 85000 SERIES SPILL COLLECTORS, PP 1005 TB & PP "PHIL—TITE" MODEL NO. C1) SNA 1005 TBP DEBRIS BUCKETS, M/F4X4 RISER ADAPTERS, M1600 SPACER, 85011 3600—TSC-2-1—NV—EVR SPILL CONTAINER LIDS & T-7043 TOOL KIT, SPILL COLLECTORS SHALL BE 5 (USE IN CA & HIGH WATER TABLES ONLY) GALLON CONTAINMENT. PER CARB EXEC ORDER VR-101—D 42" DIA, DOUBLE DUAL POINT FILL —SPILL MANHOLE W/ 8" ACCESS LID. (42) SNA ASSEMBLY INCLUDES 85000 SERIES SPILL COLLECTORS, PP 1005 TB & PP 1005 TBP DEBRIS BUCKETS, M/F4X4 RISER ADAPTERS, M1600 SPACERS, 85011 "PHIL—TITE" MODEL NO. SC-4200—FSC—I—NV—EVR SPILL CONTAINER LIDS & T-7043 TOOL KIT. SPILL COLLECTORS SHALL BE 5 (USE IN CA &HIGH WATER TABLES ONLY) GALLON CONTAINMENT. PER CARB EXEC ORDER VR-101—D WATERTIGHT SUMP SHIELD FOR SINGLE FILL & VAPOR RETURN PACKAGE "PHIL—TITE" MODEL NO. SNA INCLUDES FG-4333—SRC REDUCER (OMIT 42"06" REDUCERS FROM CSI) FG-3433—WTSS/4333—SRC WATERTIGHT SUMP SHIELD FOR DOUBLE FILL & VAPOR RETURN PACKAGE "PHIL—TITE" MODEL NO. 44 SNA INCLUDES FG-4339—SRC SUMP REDUCER (OMIT 42"09" REDUCERS FROM CSI) FG-4240—WTSS/SRC 45 SNA FILL SWIVEL ADAPTER — PER CARB EVR EXEC ORDER VR-101—D "PHIL—TITE" MODEL NO. SWF-100—B 46 SNA FILL CAP — PER CARB EVR EXEC ORDER VR-101—D "MORRISON BROTHERS" MODEL NO. 305C 47 SNA VAPOR CHECK SWIVEL ADAPTER — PER GARB EVR EXEC ORDER VR-101—D "PHIL—TITE" MODEL # SWV-101—B 46 SNA VAPOR CAP — PER CARB EVR EXEC ORDER VR-101—D "MORRISON BROTHERS" MODEL # 323C 49 SNA FIBERGLASS RESIN KIT "ENVIRON" #FRK-2000 DISPENSERS ITEM BY DESCRIPTION (BLENDERS) MANUFACTURER "VISTA HARMONY" BLENDING MULTI —PRODUCT DISPENSER: 3—GRADE, 2—SIDED, 1 "WAYNE" VISTA HARMONY SERIES C�_O) BP HOSE PER SIDE. CONFIGURED AS REQUIRED FOR SITE SPECIFIC CONDITIONS AND MODEL # H3/V590D4 MARKETS. (ORDER ADDITIONAL KIT FOR NO ISLAND OPTION) MODEL # 889325-001 (NO ISLAND OPTION) "VISTA" WIDE H—FRAME BLENDING MULTI —PRODUCT DISPENSER: 3+0, 1 HOSE "WAYNE" VISTA SERIES 51 BP PER SIDE (OR) 3+1, 2 HOSE PER SIDE. CONFIGURED AS REQUIRED FOR SITE MODEL # 3/V590D4 (3+0 GASOLINE ONLY) SPECIFIC CONDITIONS AND MARKETS. MODEL # 3/V595D4 (3+1 DIESEL OPTION) 52 BP "VISTA" NARROW H—FRAME BLENDING MULTI —PRODUCT DISPENSER: 3—GRADE, 2—SIDED, 1 HOSE PER SIDE. CONFIGURED AS REQUIRED FOR SITE SPECIFIC WAYNE VISTA SERIES "WAYNE" MODEL # 3/V580D4 CONDITIONS AND MARKETS. "OVATION" H—FRAME BLENDING MULTI —PRODUCT DISPENSER: 3—GRADE, 2—SIDED, "WAYNE" OVATION SERIES 53 BP 1 HOSE PER SIDE, w/ CARD READER OPTiONS. CONFIGURED AS REQUIRED FOR MODEL # B-12 SITE SPECIFIC CONDITIONS AND MARKETS. 54 BP (NOT USED) 55 BP (NOT USED) (.Lltry l IIIIII � ��1G' �uGII pp� �� loli6�iw., ul� ll�' °4� I IIIuG I �Il�i���I�I��II�II!;IIIhPi�V I I,li� i„Ili, I�17, IIII�!Iii�ll' ' 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90626 SITE ENGINEER: DEVELOPMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: A A ZL8 0 0 2 1 N0. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: l JAMES M. WINTER (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURP05E OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: SITE ADDRESS: u8lv CR A RF # ` BD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE. 3102105 BP REPM: LB DESIGNED BY: BEN ALLIANCE PM: JS DRAWN BY: PROJECTNUMBER: ®®�7����,®® CHECKED BY: BEN DRAWING TITLE: TANK AND PIPING MATERIALS LIST (1 OF SHEET NO: mm5ml-oll MISCELLANEOUS EQUIPMENT (ALL AREAS CONTINUED) 4" NPT x 2" NPT DOUBLE TAP BUSHING —PLATED CAST IRON (SIPHON STINGERS) "ENVIRON" "ENVIRON" MODEL NO. DTB-4020 GC 4 NPT x 3 NPT DOUBLE TAP BUSHING PLATED CAST IRON (SIPHON STINGERS) MODEL NO. DTB-4030 PC16 OR 2" OR 3" GALVANIZIED STEEL PIPE "ANVIL" OR EQUAL G.C. 1-1/2" OR 2" OR 3" 90' GALVANIZIED STEEL ELBOW "ANVIL" OR EQUAL 168 G.C. 1-1/2" OR 2" OR 3" GALVANIZIED STEEL PIPE TEE "ANVIL" OR EQUAL pl G.C. 1-1/2" OR 2" OR 3" GALVANIZIED STEEL PIPE UNION "ANVIL" OR EQUAL 70 1-1/2" rGC RIGID CONDUIT BY G.C. 171 1" 172 G.C. J—BOX "NEMA" 3R 4X4 OR 16" SQ. "CROUSE HINDS" GUP215 173 G.C. J—BOX EXP. PROOF "CROUSE HINDS" GUAT36 "HUBBELL" SPECIFICATION GRADE 174 G.C. MAINTENANCE RECEPTACLE RECEPTACLE GFCI IN WEATHERPROOF COVE CROUSE HINDS 1�VERTICAL OR 175 G.C. SEAL OFF W/ DRAIN EYS31 (VERTICAL OR HORIZONTAL) W/ ECD15 UNIVERSAL DRAIN "CROUSE HINDS" 1" EYS3 (VERTICAL) OR 176 G.C. SEAL OFF EYS31 (VERTICAL OR HORIZONTAL) USED) 177 BP (NOT VEEDER ROOT EQUIPMENT (ALL AREAS) DESCRIPTION MANUFACTURER ITEM BY TLS —350 PLUS ENVIRONMENTAL & INVENTORY MANAGEMENT "VEEDER—ROOT" MODEL NO. 848290-022 1708 SNA SYSTEM WITH INTEGRAL PRINTER CONTAINMENT SUMP LIQUID SENSOR, DISCRIMINATING "VEEDER—ROOT" MODEL NO. 857080-101 1709 SNA (FOR FILL SIDE AND TURBINE SIDE TANK SUMPS AND DISPENSER SUMPS EoR) 00NTAINMENT SUMP LIQUID SENSOR, NON —DISCRIMINATING "VEEDER—ROOT" MODEL NO. 857080-102 0180 SNA (FOR FILL SIDE AND TURBINE SIDE TANK SUMPS AND DISPENSER SUMPS WOR) HYDROSTATIC SENSOR —SINGLE FLOAT, WITH "VEEDER—ROOT" MODEL NO. 794380-303 881 SNA 4" RISER PIPE CAP "VEEDER—ROOT" MODEL NO. 330020-435 TANK LEVEL 8' MAGNETOSTRICTIVE PROBE-0.1 GPH (USE 2" FLOAT IN KIT) "VEEDER—ROOT" MODEL NO. VR-847390-108 18�2 SNA TANK LEVEL 10' MAGNETOSTRICTIVE PROBE-0.1 GPH (USE 2" FLOAT IN KIT) "VEEDER—ROOT" MODEL NO. VR-847390-109 2" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE (GASOLINE) "VEEDER—ROOT" MODEL N0. VR-849600-000 (183 SNA 2" FLOAT PROBE INSTALL KIT FOR MAG 1 TANK LEVEL PROBE (DIESEL) "VEEDER ROOT" MODEL # VR-849600-001 18� SNA GAUGE PORT CAP AND RING KIT "VEEDER ROOT" MODEL # VR-312020-95 185 1805 SNA SNA PER GARB EVR EXEC ORDER VR-101—D & VR-102—D 886 SNA 3 GPM PRESSURE LINE LEAK DETECTION AT TURBINES "VEEDER—ROOT" MODEL NO. 848480-001 OVERFILL ALARM WITH HORN/STROBE 120VAC (OPTIONAL) "VEEDER—ROOT" MODEL NO. 790091-001 187 SNA ACKNOWLEDGEMENT SWITCH (OPTIONAL) "VEEDER—ROOT" MODEL NO. 790095-001 (18:8) SNA MANIFOLD SIPHON BREAK VALVE KIT "VEEDER—ROOT" MODEL NO. 330020-031 C189) SNA 0190 SNA SMART SENSOR MOD.(UP TO 8 SENSORS) "VEEDER—ROOT" MODEL NO. 329358-001 191 BP (NOT USED) MATERIAL LIST AT BUILDING (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER ELECTRICAL POWER AND CONTROL CABINET "EPC" PREFABRICATED WITH ALL "PER BP REQUIREMENTS" ELECTRICAL PANELS, BREAKERS, TURBINE CONTROLLERS, ISOLATION RELAYS, SITE (SUPPLIED DIRECTLY TO SITE) 192 BP LIGHTING CONTROLLER AND FIELD WIRING TERMINAL BLOCKS, SITE SPECIFIC CONFIGURATION PROVIDED AND U.L. LISTED FOR THIS APPLICATION. "ONEAC" MODEL NO. CB1115 OR EQUAL 193 BP POWER CONDITIONER W/ HARD WIRE PART #011-002 "WAYNE" DATA DISTRIBUTION BOX WITH PIB SYSTEM KIT # 883039-002. KIT INCLUDES WAYNE CRIND DISTRIBUTION BOX SITE CONTROLLER CABINET, DATA DISTRIBUTION BOX, PIB, AND 4 CHANNEL 1904 BP CAT BOARD. TOKHEIM CRIND DISTRIBUTION BOX FOR MODEL WAYNE DISPENSER SITE CONTROLLER SEE ITEM # *ABOVE NUMBER. �D95 BP TOKHEIM INTERCONNECT/ISOLATION MODULE FOR PIC UNITS "TOKHEIM" SAM PIC INTERFACE UNIT (SUPPLIED DIRECTLY FROM TOKHEIM) 19� BP (ARCO BRANDED SITES ONLY) TOKHEIM SAM CONTROLLER BOX FOR PIC UNITS "TOKHEIM" SAM CONTROLLER BOX FROM TOKHEIM) 197 BP (ARCO BRANDED SITES ONLY) (SUPPLIED DIRECTLY "ALLIED" SITE CONTROLLER MODULE 1908198 BP SITE CONTROLLER MODULE "BP CONFIGURATION" (SUPPLIED DIRECTLY FROM ALLIED) "WAYNE" WSM SECURITY MODULE MODEL # 881123-039 WITH RS-232 CABLE WAYNE SECURITY MODULE (SUPPLIED WITH UNIT) (SUPPLIED DIRECTLY FROM WAYNE) 069 BP TOKHEIM SECURITY MODULE "MSI" POS SYSTEM BP CONFIGURATION (SOFTWARE SUPPLIED �Doo BP POS MODULE (POINT OF SALE) DIRECTLY FROM MSI) "3M" INTERCOM MASTER MODEL # INTERCOM TO DISPENSERS 3M—D-120 (12 CHANNEL) DISPENSER (201 BP (CONSOLE MOUNTED AT SALES COUNTER) MOUNTED SPEAKERS BY DISP. MANF. "SQUARE D" CLASS 9001 KR3RH6 CO 2) SNA EMERGENCY PUMP SHUT OFF SWITCH (INDOOR/OUTDOOR) PUSH—BUTTON N.C. WITH BOX AND COVER. (FOR OUTDOOR NEMA 3R ENCLOSURE REQUIRED) (OR EQUAL) "SQUARE D" CLASS 9001 KR3RH5 PUSH—BUTTON N.C. WITH BOX AND COVER. CO3BP 3� EMERGENCY PUMP SHUT OFF RESET SWITCH (INDOOR AT SALES COUNTER) (FOR OUTDOOR NEMA 3R ENCLOSURE REQUIRED OR EQUAL "HUBBELL" SPECIFICATION GRADE ` 0)4 BP I G.C. MAINTENANCE RECEPTACLE RECEPTACLE GFCI IN WEATHERPROOF COVER OTHER EQUIPMENT AT DISPENSERS (ALL AKLAZ:i) MANUFACTURER ITEM BY DESCRIPTION 81 SNA 1-1/2" PRODUCT IMPACT VALVE DOUBLE POPPET "OPW" MODEL NO. OPW-10BFP-5726 W/ FUSIBLE LINK W/ U—BOLT INSTALLATION KIT RECOVERY IMPACT VALVE (TOP ENTRY) "OPW" MICRON HYDROSORB FILTER (GASOLINE) "CIMTEK" MODEL NO. 60 VSPC-1001 82 SNA VAPOR MODEL NO. 300HS-10—TYPEII 83 SNA 10 DISPENSER SPILL CONTAINMENT SUMP FOR "WAYNE" HARMONY DISPENSERS "E �SRAN" MODEL-7 24 8 R ASSEM EP—BPMODES (�4) SNA UNDER (SINGLE WALL FRP) (CONTRACTOR TO PLUMB ALL FITTINGS) (8)5 UNDER DISPENSER SPILL CONTAINMENT SUMP FOR "WAYNE" HARMONY DISPENSER "ENVIRON" W/ MODEL NO. EP—BPS-7424—W—DW STABILIZER ASSEM MODEL SBO-0818 SNA (DOUBLE WALL FRP) (CONTRACTOR TO PLUMB ALL FITTINGS) (�6) SNA UNDER DISPENSER SPILL CONTAINMENT SUMP FOR WIDE FRAME "WAYNE VISTA" "ENVIRON" W/ MODEL NO. EP—FDS-4715 STABILIZER ASSEM MODEL SBO-0815 GASOLINE DISPENSERS (CONTRACTOR TO PLUMB ALL FITTINGS) OUNDER 87 SNA DISPENSER SPILL CONTAINMENT SUMP FOR NARROW FRAME "WAYNE VISTA" "ENVIRON" W/ MODEL NO. EP—FDS-3215 STABILIZER ASSEM MODEL SBO-0818 GASOLINE DISPENSERS (CONTRACTOR TO PLUMB ALL FITTINGS) 88 SNA UNDER DISPENSER SPILL CONTAINMENT SUMP FOR "WAYNE OVATION" GASOLINE "ENVIRON" MODEL NO. EP—FDS-4319 W/ STABILIZER ASSEM MODEL SBO-0250 DISPENSERS (CONTRACTOR TO PLUMB ALL FITTINGS) $9 SNA SNA UNDER DISPENSER SPILL CONTAINMENT SUMP FOR WIDE FRAME "TOKHEIM" "ENVIRON" MODEL R L NO. EP—FDS-4MODEL 21537 DISPENSERS (CONTRACTOR TO PLUMB ALL FITTINGS) SNA UNDER DISPENSER SPILL CONTAINMENT SUMP FOR NARROW FRAME "TOKHOM" "ENVIRON" MODEL NO. EP—FDS-2922 W/ STABILIZER ASSEM MODEL SDO-1537 O90 GASOLINE DISPENSERS (CONTRACTOR TO PLUMB ALL FITTINGS) DOMINO HARMONY DOGBONE ISLAND FORMS 10'-0" LONG x 4'-0" WIDE x 13" "POMECO" OR EQUAL 91 SNA HIGH (STANDARD) BP ISLAND FORM STARTER GATE HARMONY DOGBONE ISLAND FORMS 9'-0" LONG x 4'-0" WIDE x "POMECO" OR EQUAL 92 SNA 13" HIGH (STANDARD) BP ISLAND FORM DOMINO HARMONY DOGBONE ISLAND FORMS 10'-0' LONG x 4'-6" WIDE x 13" "POMECO" OR EQUAL ISLAND FORM (NYC) 93 SNA HIGH (NYC ONLY) BP STARTER GATE HARMONY DOGBONE ISLAND FORMS 9'-0" LONG x 4'-6" WIDE x "POMECO" OR EQUAL BP ISLAND FORM (NYC) 94 SNA 13" HIGH (NYC ONLY) 95 SNA DOGBONE ISLAND FORM FOR H—FRAME DISPENSERS 8'-0"x4'—O" "RIVERSIDE STEEL" OR EQUAL 42"x84"x4" SCH. 40 DISPENSER ISLAND TRAFFIC BOLLARD W/SIGN MOUNTS (OR) "RIVERSIDE STEEL" OR EQUAL 96 SNA 42"x104"x4" SCH. 40 DISPENSER ISLAND TRAFFIC BOLLARD W/SIGN MOUNTS BP TRAFFIC BOLLARD (NOT USED) 97 BP 9$ BP (NOT USED) MANHOLES (ALL AREAS) DESCRIPTION MANUFACTURER ITEM BY 99 SNA 12" DIA. ROUND MONITORING MANHOLE, WATER TIGHT AND TRAFFIC RATED "OPW/POMECO" MODEL NO. 6110-12WT 18" DIA, ROUND MONITORING MANHOLE, WATER TIGHT AND TRAFFIC RATED "OPW/POMECO" MODEL NO. 6110-18WT 1Q0 SNA SNA 45" DIA, ROUND COMPOSITE MANHOLE, WATER TIGHT GASKET, TRAFFIC RATED "ENVIRON" MODEL NO. WTM-4521 "ENVIRON" MODEL # EP—CLS-2000 (1 ONLY) 101 W/ STICK LIFT PLATE & STICK LIFT ASSEMBLY (AT DUAL TURBINES ONLY) 39" COMPOSITE MANHOLE W/ LIFT STICK HANDLE (AT TURBINES & DISPENSERS) „ENVIRON" MODEL # EP—WTM-3921 W/ ENVIRON MODEL # EP—CLS-2000 (1 ONLY) 10 SNA TURBINES (ALL AREAS) DESCRIPTION MANUFACTURER ITEM BY TURBINE PUMP-2 H.P. WITHOUT PISTON LEAK DETECTION, "FE PE SRO" MODEL N0. FE—IST-2R (8' DIA) 1003 SNASUBMERSIBLE W/ MAGVFC CONTROLLER PANEL. 208/23OV, W/ 26" RISER, W/ "R" CHECK VALV "FE PETRO" MODEL N0. FE—IST-3R (10' DIA) 104 SNA SIPHON CHECK VALVE FOR TURBINE PUMP "FE PETRO" MODEL NO. 400137905 105 SNA 65 PSI CHECK VALVE (FOR SLAVE TURBINE ONLY) "FE PETRO" MODEL NO. 65—PSI 1006 p6 SNA INTAKE FILTER SCREEN, STAINLESS STEEL (PREINSTALLED ON TURBINES) "FE PETRO" MODEL NO. IFS "TOTAL CONTAINMENT" 10 SNA 48" TOPHAT WITH 33" TOTALTITE TURBINE SUMP LID MODEL NO. TH4830CTT ENVIRON PIPING AND FITTINGS (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER 108 SNA 1-1/2" DOUBLE WALL FLEX PIPE — GEOFLEX—D 2" DOUBLE WALL FLEX PIPE — GEOFLEX—D ENVIRON CO —AXIAL "ENVIRON " MODEL NO. GFP-2150 ENVIRON MODEL NO. GFP-2200 O1-1/2" 109 SNA COAXIAL COUPLING 2" COAXIAL COUPLING "ENVIRON" MODEL NO. CPC-1502 "ENVIRON" MODEL NO. CPC-2002 110 SNA 1-1/2" COAXIAL PIPE ADAPTER 2 COAXIAL PIPE ADAPTER "ENVIRON" MODEL NO. CPA-1520 "ENVIRON" MODEL NO. CPA-2020 O1-1/2" 111 SNA COAXIAL TEE FITTING 2" COAXIAL TEE FITTING "ENVIRON" MODEL NO. CTF-1515 "ENVIRON" MODEL N0, CTF-2020 O1-1/2" 12 SNA COAXIAL ELBOW FITTING 2" COAXIAL ELBOW FITTING "ENVIRON" MODEL N0, CEF-1515 "ENVIRON" MODEL NO. CEF-2020 O1-1/2" 13 SNA COAXIAL RISER PIPE ADAPTER (FOR MALE THIRD. SHEAR VALVE) "ENVIRON" MODEL NO. CRA-1515 "ENVIRON" MODEL NO. CRA-2015 2" TO 1-1/2- COAXIAL RISER PIPE ADAPTER (FOR FEMALE THRD. SHEAR VALVE) 1-1/2" COAXIAL SHEAR VALVE KIT OR "ENVIRON" MODEL NO. CVK-1515 114 O1-1/2" SNA COAXIAL RISER KIT "ENVIRON" MODEL NO. CRK-1515 115 SNA COAXIAL GEOFLEX TEST TUBE-36" LG. "ENVIRON" MODEL NO. GTT-3836 ENVIRON PIPING AND FITTINGS (ALL AREAS CONTINUED) 116 SNA 1" FLEXIBLE DOUBLE ENTRY BOOT "ENVIRON" MODEL N0, DEB-3157 FLEXIBLE DOUBLE ENTRY BOOT W/ REDUCER DONUTS (ENVIRON PIPING) 0 DEB-7 "ENVIRON" MODEL N"ENVIRON" 1-1/2" O117 SNA 2 FLEXIBLE DOUBLE ENTRY BOOT W/ REDUCER DONUTS (ENVIRON PIPING) MODEL NO. . DEB-7200 2" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB-6200 118 SNA 119 SNA 3" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB-7360 [KSNA 4" FLEXIBLE DOUBLE ENTRY BOOT (SW FRP PIPING) "ENVIRON" MODEL NO. DEB-7400 121 SNA 2" FLEXIBLE DOUBLE ENTRY BOOT (COAXIAL FRP PIPING) "ENVIRON" MODEL NO. DEB-6200—LCX C12 SNA 3" FLEXIBLE DOUBLE ENTRY BOOT (COAXIAL FRP PIPING) "ENVIRON" MODEL NO. DEB-7360—LCX C12 SNA 4" FLEXIBLE DOUBLE_ ENTRY BOOT (COAXIAL FRP PIPING) "ENVIRON" MODEL NO. DEB-7400—LCX 124 BP (NOT USED) 125 BP (NOT USED) FIBERGLASS PIPING AND FITTINGS (ALL AREAS) DESCRIPTION MANUFACTURER ITEM BY 126 SNA 2" FIBERGLASS PIPE, 20' LENGTH SMITH FIBERGLASS 2" CONTAINMENT COUPLING MODEL 011020-069-2 127 SNA 2" 90 DEGREE ELBOW (PRIMARY) MODEL #012020-360-4 SMITH FIBERGLASS 128 SNA 2" 45 DEGREE ELBOW (PRIMARY) MODEL #012020-310-4 SMITH FIBERGLASS 2" TEE (PRIMARY) MODEL #012020-410-4 SMITH FIBERGLASS 229 SNA SNA 3" FIBERGLASS PIPE_, 20' LENGTH SMITH FIBERGLASS 131 3" CONTAINMENT COUPLING MODEL #011030-069-2 SNA 3" 90 DEGREE ELBOW PRIMARY) MODEL #012030-360-4 SMITH FIBERGLASS C13)2 3" 90 DEGREE ELBOW SECONDARY) MODEL #012030-360-3 SNA 3' 45 DEGREE ELBOW PRIMARY) MODEL #012030-310-4 SMITH FIBERGLASS O133 3" 45 DEGREE ELBOW SECONDARY) MODEL #012030-310-3 3" TEE PRIMARY) MODEL #012030-410-4 SMITH FIBERGLASS SNA 1304 3" TEE SECONDARY) MODEL #012030-410-3 3"&' REDUCER RING MODEL #012030-231-4 SMITH FIBERGLASS #6) SNA 01�3 SNA 2" TERIMINATION FITTING W/ TEST PORT MODEL #012030-236-3 SMITH FIBERGLASS 11 MISCELLANEOUS EQUIPMENT (ALL AREAS) ITEM BY DESCRIPTION MANUFACTURER NOT USED 150 SNA 1-1/2" BALL VALVE —FULL PORT "JOMAR" MODEL N0. T-100-707 151 (FOR DISPENSER PRODUCT & VAPOR LINES) 152 SNA 2' BALL VALVE —FULL PORT "JOMAR" MODEL NO. T-100-708 (FOR TURBINE PRODUCT LINES) 153 SNA 3" BALL VALVE —FULL PORT "JOMAR" MODEL N0. T-100-710 SNA SWIVEL x38" LONG FLEX CONNECTOR — 90 DEG MALE SWIVEL x 1-1/2" FEMALE 'UOSELISTEp) MASTER" MODEL # FSWWE38-0150 154 155 SNA 1-1 /2"x30" LONG FLEX CONNECTOR — 90 DEG MALE SWIVEL x 1-1/2" FEMALE 'HOSE MASTER" MODEL # FSWWE30-0150 (U.L. LISTED) SWIVEL 'HOSE MASTER" MODEL # 112-18—FSMF 156 SNA 1-1/2"x18" LONG FLEX CONNECTOR — MALE x 2 FEMALE SWIVEL U.L. LISTED) "HOSE MASTER" MODEL # 2-12—FSFS 157 SNA 2"x12" LONG FLEX CONNECTOR — 2" FEMALE x MALE SWIVEL (U.L. LISTED) "HOSE MASTER" MODEL # 2-18—FSFS 1508 SNA 2"x18" LONG FLEX CONNECTOR — 2" FEMALE x MALE SWIVEL (U.L. LISTED) SNA — 2" FEMALE x MALE SWIVEL "HOSE MASTER" MODEL # 2-24—FSFS LISTED) 159 2"x24" LONG FLEX CONNECTOR (U.L. 160 SNA 3"x18" LONG FLEX CONNECTOR — 3" MALE x 3" UNION "HOSE MASTER" MODEL # 3-18—FSMU (U.L. LISTED) (AT STAGE II VAPOR) 661 SNA 3"x2" TEST REDUCER "WEAVER" MODEL NO, R3.5x2.4A (FOR SIPHON AND CROSSOVER PIPING) 162 SNA 6" LOCKING TEST WELL PLUG "EBW" MODEL N0, 772 SNA6" FACTORY SLOTTED PVC-1 PIPE, 0.02 SLOTS OR AS REQUIRED FOR LOCAL „ OR EQUAL ATLANTIC SCREEN 1603 REGULATIONS W/ CAPPED BOTTOM (LENGTH AS REQUIRED) 1604 G.C. 6" PVC COUPLER. PRESS FIT WITH NO SOLENT GLUES BY G.C. 165 G.C. 6" SCH 40 SOLID PVC PIPING BY G.C. CLIENT; ��II� luau I�Ily1 `�; . ` ,iNllil��ilplil� I ra �I tl',�a �x IIII 4 CENTERPOINTE DR. ROOM 474 LA PAI_MA, CA 90623 SITE ENGINEER: �/ DEVELOPMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 4 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: JAMES M. WINTER (FL Reg. NO.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, SITE ADDRESS: U8 Ilff 17-92 CR , RMA RF # TBD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE. 3/02/05 BP REPM: LB DESIGNED BY: BEN ALLIANCE PM: JS DRAWN BY: PV PROJECT NUMBER: 003—�198.00 CHECKED BY: BEN DRAWING TITLE: TANK AND PIPING MATERIALS LIST (2 OF 2) SHEET NO: Ar% m zjm"- (TYP. OF 4) 10 A: UNDERGROUND TANK SECTION DETAIL SCALE: N.T.S. nQFNOTES: UST INSTALLATION OSLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. o2 FIBER REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT CONCRETE. OREINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. OREINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. SINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL -OFF AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. SINGLE 1" CONDUIT TO EACH TANK. LOOP BETWEEN CONTAINMENT SUMP, TANK GAUGE, & INTERSTITIAL SENSOR. PROVIDE SEAL -OFF IN BUILDING & OSUMP. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN X" O7 & MAX OF %" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. 6" OBSERVATION SUMP DEPTH SHALL BE 24" BELOW TANK. DO NOT PENETRATE SOIL, DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER COUPLINGS OR FITTINGS. OTANK EXCAVATION OBSERVATION SUMP (2). INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST 10 COVER THE FOOTPRINT OF THE TANKS. O11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. QREFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF PRODUCT LINES (1 OR 2 PER UST SUMP). TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR SPECIFIC 13 INSTALLATION ISITECPILAN I & ASUMP DETAIL T THESE M DRAWINGS PS SEE NOACCOMPANYING NOTED ABOVE. TANK ANCHORING. XX N INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.1.1 & M.5.1.2 z 7" CONCRETE SLAB AT 87,6 LB/CF (2) 3,5' DIA. SUMPS 2 4' MIN. Q BURY DEPT. TANK 10.5' DIA. 4 L5' GRAVEL 9,750 LBS COLUMN \ Q A7' X 1,5' X 36,0' DEADMAN L12" 13'-6' BUOYANCY CALCULATIONS CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALSI TANK WITH SPHERICAL ENDS, 10,5' O,A, DIAM, (10' NOMINAL) TANK LENGTHI 37' 5-1/2' TANK DIAMETER 10'-6' TRY 36'-0' DEADMAN, EACH SIDE, 18' WIDE X 8" HIGH EMPTY TANK �1PLIFT = 20,000 GAL = 2,674 CU FT 7,48 GAL./CF 2,674 CU FT X 62.4 LBS/CF = 166,858 LBS (DISPLACED WATER) TANK UM�PLIFT = (2) X 3.14 X 1,75' X 4' = 76,9 CU FT 76.9 CF X 62.4 LBS/CU FT = 4,799 LBS (DISPLACED WATER) TOTAL TANK UPLIFT = 166,858 LBS + 4,799 LBS = JZI,657 LBS Hlil n DOWN CALCULATIO TANK SLAB, ,58' X 13.5' X 41.5' = 325,0 CU FT 325.0 CU FT X 87.6 LBS/CU FT = 2 LBS 1 1 (g)CUBED BACKFILL ABOVE TANK, 4' X 10.5' X 37.5' = 1_,575 CU FT — 76.9 CU FT = 1,498.1 CF 1,498,1 CU FT X 57.6 LBS/ CU FT = 82.291 LBS+ 3O CURVED BACKFILL ABOVE TANK, 3,14 X 5.252 X 37.5' = 3,245.5 CU FT 10,5' X 10,5' X 37,5' = 4,134.4 CU FT 4,134,4 CU FT — 3,245.5 CU FT = 888.9 CU FT = 444,5 CU FT 2 444.5 CU FT X 57.6 LBS/ CU FT = 25,603 LBS (A)GRAVEL COLUMN ABOVE DEADMEN, 1,5' X 14.5' X 36,0' X 2 = 1,566 CU FT 1,566 CU FT X 57,6 LBS/ CU FT = �0.201 LBS CONCRETE DEADMAN, ,67' X 1.5' X 36.0' = 36.2 CU FT 36.2 CU FT X 87,6 LBS/ CU FT X (2) = 6.342 LBS © DRY WEIGHT OF TANK, 0 LBS TOTAL HOLD DOWN, 242.657 LBS TOTAL HOLD DOWN, 242.657 LBS _ 41 SAFETY FACTOR TOTAL TANK UPLIFT, 171,657 LBS BUOYANCY CALC. 20 000 GAL. TANK 4 CENTERPOINTE DR. ROOM 474 LA PAL MA, CA 9062.3 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL, E.B. No. 7703 NO, DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: co� JAMES M. WINTER (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE_ COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. SITE ADDRESS: FaN.T.S, I ALLIANCE Z&DM: JB ts DATE: J BP REPM: — _ffyn I ALLIANCE PM: DRAWN BY: PROJECT NUMBER: PV CHECKED BY: EN 003- g199.00 a c DRAWING TITLE: ` TYPICAL V DIA. NIS GALLON DORLE WAIL RERGLASS TANK INSTAUTION DETAILS EN UNDERGROUND TANK PLAN VIEW SCALE:N.T.S. FOR WATEFTWT FILLS 7" THICK CONCRETE SLAB (TYP.) A(-nuAi T Aldn CTnl\IF' PFR 10 UNDERGROUND TANK SECTION DETAIL SCALE: N.T.S. MANUFACTURER SUPPLIED 18"x8"xl4' DEADMAN (TYP. OF 4) FOR U\U—E IST & SINGLE UST NOTES: USA' INSTALLATION SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. FIBER REINFORCEMENT TO BE USED, PREMIX UNIFORMLY THROUGHOUT CONCRETE. O3 REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. 4 REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN O LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. OSINGLE 1" CONDUIT TO EACH SUBMERSIBLE PUMP. PROVIDE SEAL —OFF AT SUMP & BUILDING WIRING TROUGH. CONTAINS LINE VOLTAGE WIRING. SINGLE 1" CONDUIT TO EACH TANK. LOOP BETWEEN CONTAINMENT SUMP, TANK GAUGE, & INTERSTITIAL SENSOR. PROVIDE SEAL —OFF IN BUILDING & OSUMP. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN %" o7 & MAX OF X" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE. 6" OBSERVATION SUMP DEPTH SHALL BE 24" BELOW TANK. DO NOT OPENETRATE SOIL. DO NOT USE PVC CEMENT ON BOTTOM CAP OR OTHER COUPLINGS OR FITTINGS. OTANK EXCAVATION OBSERVATION SUMP (2). INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. 10 TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER THE FOOTPRINT OF THE TANKS. O11 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. 1 REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS & NUMBER OF PRODUCT LINES (1 OR 2 PER UST SUMP). TURBINE AND FILL SIDE SUMP CONFIGURATION SHOWN IS TYPICAL. FOR 0 NS AILLATION IS TECPLAN I & RITERAASUMP DETAILM DRAWINGST THESE SUPS SEE NOTEDACCOMPANYING /', TANK ANCHORING. XX NOTE: INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M.5.1.1 & M.5.1.2 33.2 ' 7" CONCRETE SLAB AT 87,6 LB/CF (2) 3.5' DIA, SUMPS 2 4' MIN. Q BURY DEPT, TANK 10,5' DIA. — 4 1,5' GRAVEL 7,700 LBS COLUMN \ Q L-12" 13'-6" ,67' X 1.5' X 28.0' DEADMAN BUOYANCY CALCULATIONS CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS, TANK WITH SPHERICAL ENDS, 10.5' ❑.A, DIAM. (10' NOMINAL) TANK LENGTH, 29' 2-1/2" TANK DIAMETER 10'-6" TRY 28'-0" DEADMAN, EACH SIDE, 18" WIDE X 8" HIGH 15,000 GAL = 2,005 CU FT �"MpTY TANK UPLIFT = 7,48 GAL./CF 2,005 CU FT X 62.4 LBS/CF = 125,112 LBS (DISPLACED WATER) TANK SUMUPLIFT = (2) X 3,14 X 1.75' X 4' = 76.9 CU FT 76.9 CF X 62.4 LBS/CU FT = 4,799 LBS (DISPLACED WATER) TOTAL TANK UPLIFT = 125,112 LBS + 4,799 LBS = 129,911 LBS HOLD DOWN CALCU AL_ TIO 1� TANK SLAB, ,58' X 13.5' X 33.25' = 260.4 CU FT 260.4 CU FT X 87,6 LBS/CU FT = �2,811 LBS CUBED BACKFILL ABOVE TANK, 4' X 10.5' X 29,25' = 1,229 CU FT — 76.9 CU FT = 1,152.1 V,F152.1 CU FT X 57.6 LBS/ CU FT = 66,361 LBS j 3O CURVED BACKFILL ABOVE TANK, 3,14 X 5,252 X 29.25' = 2,531.5 CU FT 10.5' X 10.5' X 29.25' = 3,224.8 CU FT 3,224.8 CU FT — 2,531.5 CU FT = 693 32CU FT _ 346.7 CU FT 346.7 CU FT X 57,6 LBS/ CU FT = 19.970 LBS (A)GRAVEL COLUMN ABOVE DEADMEN, 1.5' X 14,5' X 28.0' X 2 = 1,302 CU FT 1,272 CU FT X 57^6 LBS/ CU FT = 74,995 _LBS 5� CONCRETE DEADMEN, ,67' X 1.5' X 28,0' = 28.14 CU FT 28.14 CU FT X 87.6 LBS/ CU FT X (2) = 4,930 LBS © DRY WEIGHT OF TANK, 7,700 LBS TOTAL HOLD DOWN, 196367 LBS TOTAL HOLD MOWN, 196,767 LBS = 1.51 SAFETY FACTOR TOTAL TANK UPLIFT, 129,911 LBS BUOYANCY CALC. 15 000 GAL. TANK_ SCALE: NTS LENL 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: r ?Ofi� JAMES M. WINTER (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMEN_T. THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: SITE ADDRESS: •y • IMF # TBD SCALE; ALLIANCE Z&DM: N.T.S. JB DATE: _ ,, BP REPM: DRAWN BY; PROJECT NUMBER; Pv 003-193.00 CHECKED BY: BEN _ TYPICAL I DIAI,M GALLON DOODLE WALL MERGE TANK INSTALLATION DETAILS T e um THE 20K TANK DEPICTS (2) SUBMERSIBLE PUMPS WITH (2) PIPING RUNS EACH. 0 1 18 14- OR 2' GEOFLEX—D PRODUCT LINES TO DISPENSERS PIPING SLOPE SHALL MEET MINIMUM A" TO REGULAR TANK N ALLVENTAND VAPOR PIPING SHALL BE SINGLE A' TANK INSTALLATION _ PLAN VIEW ®LENDING WH�E�RE DIFFERENT SIZED TANKS ARE TTHHEE 15K TANK DEPICTS (1) WALL FIBERGLASS PIPING BY AMERON, DOUBLE ADJACENT LAYOUT USED, ALIGN THE FILL PORTS TO SUBMERSIBLE PUMP WITH (2) PIP NG WALL COAXIAL VENT AND VAPOR RECOVERY FACILITATE TANKER DELIVERIES RUNS EACH. TJOU BE LED WHEN REQUIRED BY SCALE: N.T.S. INSTA LOCAL A1 I FILTER FABRC (DUPONT TYPAR OR WAR EOOX) IS RE0I.FFJD FOR WET HOLE NSTALLAT10% FABRIC MUST EXTEND TO SLAB AND MAY BE PNNED TO SIDE OF HOLE WITH WIRE, EI"C. SEAMS MUST BE LAPPED T K MA M NOTES: UST INSTALLATION OSLOPE CCNCW_TE AWAY FROM ALL MAN-IOLS T FEE OVER 1Z RUN -- 10 NOT L SED. OFIBER -- REINFORCEMENT TO BE USED. PREX UNFCRM_Y D-ROUGI-OUT CONCFETE, 1 1 TANK EXCAVATION OBSERVATION SUMP (2). INSTALLED WITH TANKS, DO NOT DRILL AFTER INSTALLATION. OREINFORCING BARS TO BE NO LESS THAN 2' AND NO MCFE THAN 4' FROM SURFACE TO ABOVE GOId D VENT ,SEE DETAL ON SHEET COf O RQ FORCE CONU ETE � AROI_ID MANHOLE WITH (4) #4 FEBAR 60' IN LENGTH PLACE REBAR 6' FROM SUES OF Box Q TANK PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER FOOTPRINT OF THE TANKS. OSNGLE T CONDUIT TO EACH SUBv�E PUMP. PROVIDE SEAL -OFF AT SUMP & BUILDINGTHE WI NIG TROIM CCNTANS U\IE VOLTAGE WPNG 14 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE.GE, 6 SINGLE T CONDUIT TO EACH TANG LOOP BETWEEN OONTANvEN T SUMP, TAW GAU& INTERSTITIAL SENSOR PROVIDE SEAL-CFF N BUILDING & SUMP. ROUTE TO INTRINSICALLY SAFE TROUGH N BI LDNG CONTAINS MY LOW VOLTAGE WRM FOR SEI 15 DIESEL OPTION USES JUST ONE PRODUCT LINE TO DIESEL DISPENSER. 16 REFER TO DIESEL UST INSTALLATION DRAWING FOR STAND—ALONE UST OR AS AN EXTENSION TO THIS UST DESIGN. OSIZE, USE PEA GRAVEL CON515TNG CF NATURALLY TiIXN)EID AGC#1EGATE, MN YB" &MAX OF 3/a' N FREE OF CLAY SLAG, Chi, OR DEBFIIS. AL S"TMJFM MUST BE APPROVED BY MANU=ACTURER'S & OWNERS F 1F� FFPFFSIMATIVE. QORIENTATION. SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY THE LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION SIGN —OFF SHALL BE DOCUMENTED. < 6' OBSERVATION SUvP DEPTH U-Vd_L BE 24' BELOW TANK DO NOT PEElEETRATE SOL DO NOT 115E PVC CEMENT EI TT ON BOTTOM CAP CR OTHER COUPLINGS OR FllltM 18 FIEFER TO SITE SPECIFIC PLANS FOR ACTUAL PPE BM & NUMBER OF PROEWT LINES (1 OR 2 PER UST SUMP O9 LAYOUT TANKS & STAGE 11 VAPOR RECOVERY PIPING SUCH THAT THE STAGE II PIPING DRAINS & ENTERS INTO REGULAR UNLEADED TANK FIRST W/ 3" CONNECTIONS. ALL OTHER CONNECTIONS MADE W/ 2". ASPHALT AND STONE PER ASPI-IALT & STCNE AS PROJECT SPECIFICATIONS SPECIFIED BY FRO. ECT 14 SPEGFICATKM EXTEND CONTINUOUS FILTER \ 14 FABRIC TO SLAB NOTE. A 16 FILTER FABFIC SLOPE\\\\\/ DTANK E OR USE ISHOR SHORING FOR ALL \ \ TANK EXCAVATIONS IN ACCORDANCE WITH OSHA 1926 \\ A\\ SUBPART P, OSHA STANDARDS EXCAVATIONS; FINAL RULE �i\\\ MIN. MIN. /\\ OCTOBER 1, 1989 3rd LIFT OF PEA GRAVEL TO TOP OF TAW 7 8 1 \\ \\ 2nd LIFT OF PEA GRAVEL \ a 1st LIFT OF PEA GRAVEL MIN, °°° ° 1 v-0" MIN. BED 0" MIN. 10 12 2 3 4 5 6 FILTER FABRIC ON BOTTOM 6" MAX. V & SIDES OF TANK HOLE u C. TYPICAL WANK ANCHORING DETAIL SCALE: N.T.S. NOTE: ALTERNATE ANCHORING BY USE OF A CONCRETE ANCHORING PAD IS PERMITTED. CONSULT WITH OWNER'S REPRESENTATIVE AND SUCH SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATION. XX INNDICCATES ITEMS FOUND ON MATERIALS LIST SHEETS M,51.1 & M.5.1.2 NOTE. DEFLECTION MEASUREMENT BEFORE & AFTER TANK INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S REQUIREMENTS AND SHALL BE WITHIN MANUFACTURER'S TOLERANCES. ALL INFORMATION SHALL BE COMPLETED AS PER THE MANUFACTURER'S WARRANTY DOCUMENTATION. 1-0" MN PEA GAVEL NSTAI A D OVER COMPACT© SQL. N WET HOLE NSTALIATKM, NCPEASE TO 18' MINIMUM PER MANUFACTU7T'S RECOMMENDED INSTALLATION GUIDELI Ea CLIENT. IIIII ,� II'll� I �NI I II '' II�i�iIIIIIjI�I,''IIINIIill�'I�I�u�ll'I�III��I':°III"', AllIII tlNrv'yllll�lrll jl I �'ddI �r� � ���IIIIuM'lllllul�lul lltl f � lu�llll VN��','d 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: ® nA 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 0 0 A 5 Z 0 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: JAMES M. WINTER (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. COMFIDENTIALITY STATEMENT• THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: SITE ADDRESS: us MY C. , A RF .1 SCALE: N.T.S. ALLIANCE Z&DM: { JB DATE: 3102105 BP REPM: LB DESIGNED BY: ALLIANCE PM: u BEN JS DRAWN BY: pv PROJECT NUMBER: 003-198.00 CHECKED BY: BEN DRAWING TITLE: UST INSTALLATION c a BLENDING a a R SHEET NO: a i FJ H❑ME N TO 17 SENSOR V2\, � UP I r LV c 6 9 BU ING 16 16 6 ITTINGS TO SU 17 J-BOX 7 (TYP.) SENS❑ ENVIR❑N C❑AXIAL0<�> L 0 10 1 COUPLING, ADAPTER 1' DOUBLE ENTRY TEST TUBE BOOT (TYP,) 16 -�.. ___ k 1_ 1/2' OR 2' DOUBLE 6 GALV. EE WW ENTRY BOUT W/ DONUT 1 _ 2 TALL U o U 5 VALVE 11 9 8 10 __ U 1 1/2' OR 2' ENVIR❑N DW-__ 6 GALV, i o PIPE T❑ DISPENSERS U / NIPPLE FLEX � 69 GALV. TEE m 2 HP VARIABLE SPEED TURBINE W/ 3 GPH 8 0 0 p 16 GALV. LEAK DETECTI❑N NIPPLE v 6 GALV. 11 9 8 0 Q ELBOW 1 1/2' OR 2' ENVIR❑N '` , 0 09 10 1 DW FLEX PIPE TO U�,-� ENVIR❑N C❑AXIAL DISPENSERS �~ -J U C❑UPLING, ADAPTER 1 1/2' OR 2' DOUBLE 1 & TEST TUBE ENTRY BOUT W/ DONUT 3' DOUBLE ENTRY / ��61300T 3' DOUBLE ENTRY BOUT (TYP.) 1 _ (TYP.) m 3' FRP CHASE FOR 13 FUTURE MANIFOLD (IF V DOUBLE 1 13 3' FRP CHASE FOR APPLICABLE) ENTRY BOOT 3' PIPE 3 FUTURE MANIFOLD (IF (SEE SUMP ❑RIENTATI (TYP.) CAP APPLICABLE) NOTE DETAIL G T (SEE SUMP ORIENTATI❑N S T) HOME RUN TO ❑TE DETAIL G THIS UILDING 17 42' DIA SUMP ET) 5 9 IST PUMP CONTROLS TIED TO VEEDER RnnT Ti s-350. SEE S T M.5,7.1 & SUMP H 17 HOME RUN TO SENSOR 7 - BUILDIN 5 g HOME RUN TO 17 DOUBLE 6 9 UILDING 1 BOO n - TO SUMP 17 <6>oSENSOR ----ENVIR❑N C❑AXIAL V DOUBLE ENTRY 0 1011 COUPLING, ADAPTER BOUT (TYP,) 1 & TEST TUBE • O O O J- B❑X 7 _ _.--___ O 0 8 9 11 \ p /� O 1 1/2' OR 2' ENVIRON DW FLEX v ' PIPE TO DISPENSERS 2 HP VARIABLE SPEED TURBINE W/ 8 0 0 0 1 1 OR 2' 3 GPH LEAK DOUBLE ENTRY DETECTION o BOOT W/ REDUCER d 30' o DONUT MANWAY ING o 1 1/2' OR 2JUR 1 0 0 8 DOUBLE ENTRY BOOT o 2 HP VARIABLE W/ REDUCER DONUT W SPEED TURBINE W/ O 3 GPH LEAK `— DETECTION 1 1 9 8 0 GALV, 70 O p o 6 GALV. 1 1/2' ❑R 2' UNION ELBOW ENVIRON DW FLEX 16 GALV, PIPE TO DISPENSERS 2" BALL 5 NIPPLE - ----- VALVE _ 69 GALV. TEE d 48' DIA SUMP 1' DOUBLE ENTRY ENVIRON COAXIAL 0 1 15 BOOT (TYP,)1 COUPLING, ADAPTER & TEST TUBE HOME RUN TO17 . 5 9 UILDING BALL VALVE ON MANIFOLD LINE TO REMAIN CLOSED DURING NORMAL OPERATION USING ' SEPARATE LINES & (2) PLLDs (PART IST PUMP CONTROLS ARE TIED TO #VER-848-480-001). IN CASE ❑F FAILURE OF VEEDER ROOT TLS-350, SEE SHEET AN INDIVIDUAL IST, THE PRODUCT M,5.7,1 & M,5,7,2 FOR DETAILS, CROSS -OVER LINE CAN BE PLACED INT❑ OPERATION BY OPENING THE VALVES ON THAT LINE. THE FAILED IST MUST HAVE ITS PLLD DISABLED & DISPENSER SIGNAL WIRES NEED _ TO BE MODIFIED FOR THIS TEMPORARY SET-UP, E : PLAN VIEW - TWO PUMPS, TWO LINES SCALE: N.T.S. (6' MIN. 12' MAX.) 6' WDE DETECTABLE UNDERGROUND MAF44NG TAPE ENPRE MAGNATEC #31-143 J-BOX (TYP,) 7 SEAL OFF,_ (TYP.)� � V DOUBLE ENTRY BOOT (TYP.) 001 1/2NDOUBLE ENTRY BOOT W/ REDUCER DONUT (T- 1 1/2' ❑R 2' ENVIRON DW FLEX PIPE TO FLUSH SURFACE MOUNT MANHOLE A\ a q ,c CtI J-BOX (TYP.) 7 SEAL OFF, (TYP.) 1' DOUBLE ENTRY 5 6 BOOT (TYP,) 11 1 1/2" OR 2" DOUBLE ENTRY BOOT W/ REDUCER DONUT 00<8> 08 1 1/2' El 2' ENVIRON DW FLEX PIPE TO DISPENSERS SUMP 79 H SENSOR - iH❑LE 2 PIP VARIABLE SPEED TURBINE W/ 3 GPH LEAK DETECITI❑N GALV. EL 1JOW 36 GALV, NIPPLE 69 GALV, TEE 6�GALV, ELBOW 22' MANWAY OPENING --- 42' DIA SUMP ENVIR❑N COAXIAL COUPLING, ADAPTER & TEST TUBE 1nIOD o'� PLAN VIEW - 48" DIA, TURBINE SIDE SUMP SCALE: N.T.S. ❑PTI❑NAL VACUUM GAUGE P ENCLOSURE TOP FACTORY BONDED J❑INT (TYP.) FIELD SEALED JOINT. (ADHESIVE SUPPLIED W/ KIT) SLIP ON RISER MINIMAL ADHESIVE, COLLAR FLUSH @ J❑INT BONDED TO (SUPPLIED W/ KIT) TANK PLAN VIEW 42" DIA. TURBINE SIDE SUMP SCALE: N.T.S. 32' or 38' Top ❑.D. 0' or 36' Opening " 42' OR 48' ID. ROUND BODY EXTENSION - ❑PTI❑NAL THERM❑WELD PORT - ❑PTI❑NAL VACUUM TEST PORT WATERTIGHT LID In co 0 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: �EVELOPMENf GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 1 0` of N0. DATE REVIS�IONDESIPTION�CR 1 � PREPARED UNDER THE DIRECT SUPERVISION OF: FACTORY LAY-UP TOP OF TANK --------_- --------- --_-- SEAL; ---1----------- r. �ICLI JOINT DETAILS J t1yyW`� 1 48' DIA. POLYGON SUMP BODY OR 42' DIA, POLYGON SUMP ~ (16) 9-1/2' FLAT PANELS BODY (12) 11' FLAT PANELS JAMES M. WINTER *ANOTE THE REQUIRED ❑RIENTATION OF THE SUMPS PRIOR TO (FL Reg. No.: 18313 ) BONDING SUMPS TO COLLARS�� FOR AND ON BEHALF OF DCONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTI❑N BOBO F❑LL❑WING CURING OF ADHESIVE. SPECIFIC ATTENTI❑N MUST BE GIVEN TO TURBINE SUMPS REQUIRING SIPHON AND MANIF❑LD PROGRESSIVE DEVELOPMENT GROUP, INC. TANK MUST BE ORIENTED SUCH SURFACE PREP AS TESTING REQUIREMENTS WILL DETECT THE SMALLEST OF CONNECTIONS TO AN ADJACENTCONFIDENTIALITY STATEMENT: FLAWS. ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH THAT THE EDGE OF ONE OF THE SUMP PANELS FACES THE EDGE THE RECIPIENT OF THESE MATERIALS 15% MTBE (METHYL TERTIARY -BUTYL ETHER), OR GASOLINE WITH 10% ET❑H ❑F THE ADJACENT TANK SUMP PANEL IN ORDER TO ACHIEVE UNDERSTANDS THAT COPYRIGHT IN THE U T EXTEND 1/2' BEYOND COVERAGE OF THE 45' ANGLES REQUIRED TO ROUTE THE SIPHON AND MATERIALS IS OWNED BY BP, AND 45' COMPOSITE MANHOLE (ETHANOL). FIBERGLASS AND RESIN M S MANIFOLD PIPING CHASES WHILE MAINTAINING THE DESIRED ALSO, THAT THE MATERIALS CONTAIN ACCESS COVER ADHESIVE. PERPENDICULAR ANGLE INT❑ THE SUMP, PRIVILEGED AND CONFIDENTIAL )KNOTE' BUSINESS INFORMATION OF BP. 2 HP VARIABLE U I 0 SPEED TURBINE W/ CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & 48' TURBINE SUMPS REQUIRING SIPHON AND MANIFOLD ACCORDINGLY, THE RECIPIENT AGREES PREPARATI❑N PER MANUFACTURERS INSTRUCTIONS AND SHALL REINSTALL CONNECTI❑NS TO AN ADJACENT TANK MUST BE ❑RIENTED SUCH TO RETAIN THESE MATERIALS IN STRICT 3 GPH LEAK CONFIDENCE AND AGREES NOT TO SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA ❑F THE SUMP. THAT THE FLAT ❑F ONE ❑F THE PANELS FACES FLAT OF ❑NE DISCLOSE THESE MATERIALS TO ANY c OF THE PANELS IN THE ADJACENT TANK IN ORDER TO ACHIEVE OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE THE 450 ANGLES REQUIRED TO ROUTE THE SIPHON AND MATERIALS. THE RECIPIENT AGREES TO . (6' MIN. 12' MAX.) G. ELEVATION & PLAN VIEW - TURBINE SIDE SUMP MANIF❑LD PIPING CHASES WHILE MAINTAINING THE DESIRED USE THE MATERIALS ONLY FOR THE • - - PERPENDICULAR ANGLE INTO THE SUMP, LIMITED PURPOSE FOR WHICH BP HAS SCAI E' N T S MADE THE MATERIALS AVAILABLE, AND RECIPIENT S TO RMURN n MATERIALS TOR BP EITHERUPON ALL �~ COMPLETION EINTENDED 01 PURPOSER UPON THE REQUEST OF ® A BP, WHICHEVER COMES FIRST. 6' WOE DETECTABLE UADEFiC-HOUND NOM MAF4I@ TAPE DEVELOPMENT INFORMATION: EMPRE MAGNATEC #31-143 C2' BALL VALVE :6)OFITTINGS GALV. 01' fflJ#L� ENTRY 11 BOOT (TYP,) 5 0 8 9 11 1 1/2' OR 2' ENVIRON DW FLEX PIPE TO DISPENSERS 1 1 1/2' ❑R 2' DOUBLE ENTRY BOOT W/ REDUCER DONUT \ `--48" DIA SUMP GALV, _ 30" 69 TEE MANWAY OPENING ENVIRON COAXIAL 09 10 1 COUPLING, ADAPTER & TEST TUBE (TYP.) INSTALL (2) PUMP OPTION WHEN SITE USES (8) DISPENSERS OR MORE, ALWAYS VERIFY WITH OWNER'S REPRESENTATIVE. F: ELEVATION - TWO PUMPS, TWO LINES SCALE: N.T.S. FIBERGLASS PIPING, 2' NOMINAL, BONDED SUMP TO SUMP OR UDC INNER WALL USING GASOLINE COMPATIBLE EPDXY RESIN. BOTTOM OF PIPE TO BE IN CONTACT WITH LOWEST PART OF SUMP OR UDC. 3/16' H❑LE THROUGH PIPE FOR COTTER PIN TO PREVENT SENSOR FROM 'FLOATING', OR BEING PULLED, OUT OF PLACE. CONTRACTOR TO INSTALL GALVANIZED METAL OR FIBERGLASS SPACER TO ALLOW FIBERGLASS PIPE TO CLEAR SUMP COLLAR 'LIP', CONTRACTOR TO USE GASOLINE -COMPATIBLE EPDXY TO BOND SPACER TO SUMP AND PIPE, CONTRACTOR r+ MAY USE UNISTRUT, FIBERGLASS PIPE, OR ANY OTHER EQUIVALENT MATERIAL THAT CAN WITHSTAND ENVIRONMENT OF SUMP. 6' LONG x V WIDE SLOT FOR VISUAL INSPECTION, 3/16' HOLE 1/4' FROM BOTTOM, THROUGH PIPE. INSERT COTTER PIN TO KEEP SENSOR 1 INSIDE OF HOLDER. TURBINE SIDE SUMP SENSORS TO BE MOUNTED BELOW APEX OF TANK, AT BOTTOM OF SUMP AT SIDE OF TANK WHERE PRODUCT PENETRATIONS INT❑ SUMP ARE MADE AND BELOW LOWEST PENETRATION FITTING WITHIN SUMP AREA. PRODUCT PIPING TO DISPENSERS, PRODUCT PT -PIING CROSS CONNECTION BETWEEN SUMPS AND SIPHON PT -PING PENETRATIONS ARE DESIGNED TO ENTER THE SAME SIDE OF THE SUMP AS SHOWN, IF PRODUCT PENETRATION ENTERS ON BOTH SIDES OF SUMP DUE TO FIELD CONDITIONS, THEN DUAL SENSORS AT TURBINE SUMP WILL BE REQUIRED TO BE INSTAL -LED. H: SUMP SENSOR HOLDER DETAILS SCALE: N.T.S. SLOPE CONCRETE AWAY FROM ALL MANHOLES 1' RISE OVER 12' RUN 2 WIRE - SHIELDED CABLE 2 FIBER REINFORCEMENT TO BE USED. PRE -MIX UNIFORMLY THROUGHOUT CONCRETE, REINFORCING BARS TO BE NO LESS THAN 2' AND NO MORE THAN 4' FROM SURFACE. SUMP MONITOR 79 LIQUID SENSOR O REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4-#4 REBAR 60' IN LENGTH. PLACE REBAR 6' FROM SIDES OF _INSIDE HOLDER BOX. APEX OF TANK W SINGLE 1' CONDUIT TO EACH SUBMERSIBLE PUMP, PROVIDE SEAL OFF AT SUMP & BUILDING WIRING TROUGH SUMP. CONTAINS LINE VOLTAGE WIRING. `D SINGLE V C❑NDUIT TO EACH TANK. LOOP BETWEEN CONTAINMENT SUMP, TANK GUAGE, AND INTERSTITIAL OOFF SENSOR, PROVIDE SEAL -OFF IN BUILDING AND SUMP. SEAL REQUIRED ONLY AT FIRST SUMP HOME RUN FROM VEEDER-ROOT PANEL, ROUTE TO INTRINSICALLY SAFE FIBERGLASS TANK TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS, % PEA GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON 6' COMPACTED PEA GRAVEL BEDDING. PIPING SHALL OA NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS, ENTRIES TO BE PERPENDICULAR TO CONTAINMENT WALL SUMP, MAXIMUM 15" OFF LINE WHEN USING ENVIRON FLEXIBLE DOUBLE ENTRY BOOTS PLYWOOD 48' X 48' X 3/4' PLACED TO ASSURE 2' 10 CLEARANCE BETWEEN CONCRETE AND CONTAINMENT SUMP. FOR 11-1/2' GE❑ -FLEX INSTALLATIONS A 2' TO 1-1/2' REDUCER IS REQUIRED PRIOR TO 1-1/2' ENVIRON PIPE W11 COUPLING & ADAPTER. ALL OTHER PIPING & FITTINGS SHALL BE 2' INSIDE THE TURBINE SUMP. ul XX II DICCATES ITEMS FOUND ON MATERIALS LIST SHEETS M,511 & M,512 SITE ADDUS MY 17-92 - RE # TAD SCALE: ALLIANCE Z&DM: N.T.S. JB DATE: BP REPM: z 31OZ1O5 LB DESIGNED BY: ALLIANCE PM: BEN JS DRAWN BY: PROJECT NUMBER: CHECKED BY:BEN 003— i1 .00 c DRAWING TITLE: SINGLE UST GASOLINE TANK SUMP FITTING DETAILS SHEET NO: m5m4ml -r- PHIL TITE 36' DIA. MULTI -PORT DUAL POINT FILL SPILL CONTAINMENT 41 ASSEMBLY W/ (2) 5 GALLON SPILL 13 BUCKETS CARB STAGE T_ EVR COMPLIANT PER VR-101-D 4' FILL ADAPTER AND CAP IN SPILL 45 46 CONTAINMENT FILL BOX (TYP.) - \, 18" (TYR) WATER TIGHT SUMP 43 SEE A UMP MONITOR LIQUID SENS❑R,7' M.5.4.1 MOUNTED IN HOLDER M.5.4.2, M.5.4.3 STRAIGHT DROP TUBE (TYP,) 40 — SEE SHIELD PACKAGE W/ REDUCER GROUND WIRE T❑ RISER - WITH CLAMP (TYP,) 4" GALV. STEEL RISERS STAGE I VAPOR RISER IS IN SAME PLANE AS 21 TANK LEVEL GAUGE IN THIS VIEW Q #4 STRANDED BARE CU GROUND WIRE TO GROUND ROD (TYP,) SEE STATIC GROUNDING DETAILS ❑N SHEET G,0,8 (TYP,) #4 STRANDED BARE CU GROUND WIRE TO OTHER TANKS (TYP.) 42" POLYGON SUMP BODY (12) 11" FLAT PANELS 4' X 3' VAPOR RECOVERY ADAPTER & 4 M�1 TO TOP 47 43 CAP IN SPILL C❑NTAINMENT FILL BOX. OF SPILL- BUCKET PER CARB EVR VR-101-D, NO DRAIN VALVE TO BE INSTALLED ON VAPOR RECOVERY SPILL BUCKET. (TYP,) 38 1/2' 5 GALLON SPILL CONTAINER. - / 11 (INLINE DRAIN ON FILL BUCKET ONLY) 33' 6' WIDE DELECTABLE UNDEBGROUI\D MAFf<M TAPE F EWF E MAGiNATEC #31-143 A: ELEVATION - GASOLINE FILL & STAGE IINENT RISERS (WATERTIGHT) SCALE: N.T.S. FIELD SEALED JOINT. (ADHESIVE SUPPLIED W/ KIT) SLIP ON RISER MINIMAL —� ADHESIVE, FLUSH @ JOINT (SUPPLIED W/ KIT) FACTORY LAY-UP ini[\iT nP-Toii q O CONTRACTOR TO ADDITIONALLY GLASS WRAP & LAMINATE AT CONNECTION FOLLOWING CURING OF ADHESIVE. SPECIFIC ATTENTION MUST BE GIVEN TO SURFACE PREP AS TESTING REQUIREMENTS WILL DETECT THE SMALLEST OF FLAWS, ALL MATERIALS MUST BE COMPATIBLE WITH GASOLINE, GASOLINE WITH 15% MTBE (METHYL TERTIARY -BUTYL ETHER), OR GAS❑LINE WITH 10% ETOH (ETHANOL). FIBERGLASS AND RESIN MUST EXTEND 1/2" BEYOND COVERAGE OF ADHESIVE. O)K*NOTE)K)K FOR HIGH WATER TABLE INSTALLATIONS CONTACT THE BP GLOBAL ALLIANCE PROJECT MANAGER FOR DIRECTION, C: WATERTIGHT FILL SUMP RISER SCAL E: NTS (6" MIN. 12' MAX.) �(17� JUNCTION BOX ��— CONTRACTOR TO INSTALL CLEVIS AND COTTER PIN TANK GAUGE 18 ADAPTER & CAP 18 18 VEEDER ROOT A GPH MAGNOSTRICTIVE PROBE TANK LEVEL PROBE W/ TLS CAP & RING, OVERFILL ALARM AT PANEL SET @ 90% CAPACITY, USE 2' FLOAT IN INST IT 17 6 16 1" MONITORING C❑NDUIT 1' DOUBLE ENTRY 1 BOOT (TYP.) 4'x4'x3'x2"EXTRACTOR 18 FITTING 20� 3" BALL FLOAT VALVE (TYP,) NOTEi INSTALL PHILTITE SUMP REDUCER W/ PREB❑NDED INTEGRAL ADAPTER RING FOR WATER TIGHT SHIELD, ❑MIT CONTAINMENT SOLUTIONS REDUCER IN THIS APPLICATION WHEN ORDERING TANK PACKAGE ROUND BODY EXTENSION ----'-- POLYGON SUMP BODY (12) 11' FLAT PANELS *NOTEi CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER INSTALLATION & PREPARATION PER MANUFACTURERS INSTRUCTIONS AND SHALL REINSTALL SUMPS IF HYDROSTATIC TESTING SHOWS LEAKING IN THIS AREA ❑F THE SUMP. O **NOTE** THE STRAP CHANNEL IF PRESENT ON THE FILL SIDE SUMP DOES NOT 'COMMUNICATE' WITH THE INSIDE OF THE SUMP, CONTRACTOR TO BE SURE TO LEAVE UNOBSRUCTED PATH FOR STRAP TO PENETRATE INTO THE CHANNEL S❑ THAT TANKS MAY BE PROPERLY ANCHORED. TANK WALL 42' DIA. CONTA"VENT SUMP (TYP.) d- m JACK SCREW (TYP,) 4" FILL ADAPTER 45 46 AND CAP IN SPILL CONTAINMENT FILL BOX PHIL TITE 36' DIA, MULTI -PORT SINGLE DUAL POINT FILL SPILL CONTAINMENT ASSEMBLY W/ (2) 5 GALLON SPILL BUCKETS CARB STAGE I EVR COMPLIANT PER VR-101-C. B: PLAN VIEW - !FILL SIDE SUMP (WATERTIGHT) SCALE: N.T.S. 2' DOUBLE ENTRY BOOT SUMP LIQUID MONITORING � SENSOR IN HOLDER TO SUMP� g g SENSOR 1' DOUBLE ENTRY BOOT (TYP.) 1 �' J-B❑X (TYPJ 42' DIA POLYSIDED SUMP_ NK _ _ _ _ TA FILL RISER 1 21 SEE STATIC GROUNDING DETAILS ON SHEET G.O.8 (TYP,) 3'x18' FLEX _ ❑R 2'x18' FLEX 8' ACCESS PORT VEEDER ROOT.1 GPH 8 8 MAGN❑STRICTIVE PROBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERFILL ALARM SET @ 90Y CAPACITY. USE 2' FLOAT IN INSTALL KIT -- ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE TANK 4' X 3' VAPOR RECOVERY ADAPTER & CAP IN SPILL CONTAINMENT FILL BOX, PER CARB EVR VR-101-C, NO DRAIN VALVE TO BE INSTALLED ON VAPOR RECOVERY SPILL BUCKET, NOTEi NOT REQUIRED FOR DIESEL. 2' DOUBLE WALL FRP VENT 2 8 g 14 2' BELL X MALE ADAPTER — LEVEL GAUGE LOCATIO 8 8 18 20 4"x4'x3'x2' EXTRACTOR AND 3' BALL VALVE TURBINE SUMP STAGE I VR RISER 2'x18' FLEX 3'0 OR 4'0 5BELL X MALE ADAPTER 3'0 OR 4'0 DOUBLE ENTRY BOOT _ 3' OR 2' DOUBLE WALL FR VAPOR RECOVERY FROM HEADE NOTEi 1ST CONNECTION FROM STAGE II VAPOR RECOVERY HEADER TO LOWEST OCTANE TANK SHALL BE 3'. ALL OTHER CONNECTIONS TO ADDITIONAL TANKS SHALL BE MADE WITH 2', 3' CONNECTION SHOWN THIS VIEW. NOTE NSTALL 6' WDE DETECTABLE UNDERGROUND MARq\1G TAPE `EWFF MAGNATEC #31-143 AT ALL VEM AND VAPOR LIES. SEE TRENG-I DETAE ON SHEET G0.5 D: TYPICAL TANK TOP DETAIL AT FILL SCALE: NTS E: FILL SIDE_ SUMP PLAN VIEW SCALE: N.T.S. 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: DEVELOPMENT GROUP. INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE; F NO. DATE I REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: Vti�vkA_ ® _ NOTES SLOPE CONCRETE AWAY FROM ALL MANHOLES 1' RISE O OVER 12' RUN JAM ES M. WINTER (FL Rog. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. OFIBER REINFORCEMENT TO BE USED, PRE -MIX UNIFORMLY THROUGHOUT CONCRETE. o REINFORCING BARS TO BE NO LESS THAN 2' AND NO MORE THAN 4 FROM SURFACE. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4-#4 ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL O REBAR 60' IN LENGTH. PLACE REBAR 6' FROM SIDES OF BUSINESS INFORMATION OF BP. BOXY ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY O NOT USED OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE MATERIALS ONLY FOR EPURPOSE " CONDUIT T❑ EACH TANK, LOOP BETWEEN LIMITED FOR WHICH BP HASSINGLE1 CONTAINMENT SUMP, TANK GUAGE, AND INTERSTITIAL MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL 6 SENSOR. PROVIDE SEAL -OFF IN BUILDING AND SUMP, MATERIALS TO BP EITHER UPON ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. COMPLETION OF THE INTENDED CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS, PURPOSE E UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. GRAVEL BACKFILL. ALL SUBSTITUTES MUST BE DEVELOPMENT INFORMATION: OPEA APPROVED BY MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE, OPIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ❑N A 6' COMPACTED PEA GRAVEL BEDDING. PIPING SHALL NOT BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS, 9 ALL ENTRIES TO BE PERPENDICULAR TO C❑NTAINMENT SUMP, MAXIMUM 15° OFF LINE WHEN USING ENV_IRON FLEXIBLE ENTRY BOOTS 10 NOT USED 11 NOT USED cI , (REAM ALL RISERS FOR FULL PIPE BORE, INSTALL TANK ID MARKERS IN THE SPILL CONTAINMENT 13 MANHOLES, COVERS SHALL BE PRIMED AND PAINTED ACCORDING TO SPECIFICATIONS. 14 SECONDARY CONTAINMENT FOR ALL VENT AND STAGE II VAPOR RECOVERY PIPING. 1 rJ COAT ALL BURIED GALVANIZED STEEL WITH COAL TAR EPDXY, 16 CONDUIT SEAL OFF REQUIRED ONLY AT FIRST SUMP FROM VEEDER ROOT PANEL, XX INDICATES ITEMS FOUND ON MATERIALS LIST SHEETS M,511 & M.5,1,2 SITE ADDRESS: U8 MY ` -92 CR , FLMA R F # TBD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE. 3/02/05 BP REM LB DESIGNED BY: ALLIANCE PM: DRAWN BY: PV PROJECT NUMBER: CHECKED BY:BBN 003-198.00 FILL SUMP INSTALLATION DETAILS (WATERTIGHT VERSION) CLIENT: h h h h n NOTE WAYNE WILL PROVIDE, UPON REQUEST, A TQMFLATE OF THEIR BOTTOM MOUNT PLATE TO ASSIST N INSTALLATION PLEASE CONTACT YOUR WAYNE REPRESENTATIVE FOR FURTHER ASSISTANCE F FOUNDATION DIANFTER B GREATER THAT 4'-U, INSTALL FOUNDATION AN ADDITIONAL 6' LOWER TO CLEAR THE BOTTOM OF THE SUMP' COORDINATE TOP OF FOUNDATION WITH CANOPY Sl PPl_1>i & CIVIL FIRM FOR SPECIFIC SITES SECTION A -A `D 12' X 12' STEEL CANOPY - COLUMN EXTENTS 4 PVC CANIOPY DRAIN EACH COLUMN R T CONDUfT TO EACH COLUMN DRESSER WAYNE HAFtAONY DISPENSER ; IZ • 'a . I• .-, ADA WHEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWNG, THE RF-QUR3vENTT8 REGAFUM HANDICAPPED ACCESSIBILITY ARE FULLY MET, TO HGFEST KEY ON PAD SEE ALTERNATE BOLLARD DETAL,SHEET G,0,5 1-1/2' STAGE I VAPOR RECOVERY EMEHGEf ICY IMPACT VALVE SEAL RAN LIP AROUND CANOPY COLUMN WITH PT) PASTE. SFF SHEET G05 FOR DETAILS 2' THICK STYROFOAM — U-415/10 lC� APPMX 2-6 NTS) ADA REQUIRES 48'x30" MN PLATFORM AT EACH ISLAND FOFU CUT OUT, SLOPE NOT TO EXCEED 2%, ISL" HEIGHT NOT TO EXCEED 6' FUEL WHIP HOSE (TYP. OF 2) 6 FUEL. HOSE BREAKAWAY (TYP, OF 2) FUEL HOSE (TYP. OF 2) -- PROJECTION OF ADA REQUIRED 48' CUT OUT ON ISLAND FORM WEN DISPENSERS ARE INSTALLED AS SHOWN ON THIS DRAWM THE REQUIREMENTS OF NFPA 30A ta3,9 AND 3.9.1 AND OF 5202.5.32 REGARDING SHEAR SECTIONS ARE FULLY NET ONOZZLE (TYP) NOZZLE SWIVEL (TYP) �1--1/2' PFEMUM PRODUCT IMPACT VALVE W/ U\ICN D81TOP (SHEAR SECTION MUST BE FLUSH W/ TOP OF PUMP ISLAND) rt' SI FBEf�vESH EIE STARTER GATE ISLAND FORM D 4-6' ROUND 7 REGU�R rn —OPTIONAL STORM DRAIN ROUTING, SEE SITE PLAN FOR ACTUAL ROUTE POSITION BALL VALVES SO THAT BOTH ARE FULLY FUNCTIONAL & ACCESSIBLE, HORIZONTAL POSITION B PREFERRED, FLEXBLE HOSES SHOWN AT DIFFERENT LEVELS N ELEVATION VIEW FOR PRESENTATION PURPOSES ONLY. INSTALL FLEX HOSES N TFE SAME PLANE ALONG BOTTOM OF SUMP BOX EXTENSION (SEE DETAIL 18 & SECTION C ON THS SHEET). LIVE UP EDGE OF SUMP W/ EDGE OF CANOPY COLUMN OPTIONAL-- STORM DRAIN ROUTING PREMIUM PRODUCT LINE OF FOUNDATLON BELOW ro STAGE I I \ IMPACT VALVE 4'-33/4! oe ADA REQUIRES 48'x3O' MN PLATFORM AT !BLAND FORM CUT DODEISER OUT, SLOPE NOT TO EXCEED 2% r. (TYP,) ISER ANCHOR BOLT LOCATIONS FEY. -AR PRODUCT �) PREMUM PRODUCT --� LINE OF TxT METAL ANGLE @ T '8' SIDE FOUNDATION BELOW BELOW LP OF SUMP VEEDER ROOT SUMP EGULAR PRODUCT IMPACT VALVE SENSOR BONDED TO 179 SUMP WALL (TYP) L RAN LP AROUND CANOPY -UMN WITH I'll PASTE SEE SHEET 'A' SIDE DOUB 5 FOR DETAILS ENVRON 1 1/2' OR 2' DOUBLE E ENTRY BOOT W/ REDUCER DONUT 117 VIUM PRODUCT (TYP. 4 PER SUMP, 2 AT ACT VALVE T84A,IATING DISPB\" ENVRON 1 1/2' OR 2' CEOFLEX-0 CC)8 DOUBLE WALL FLEX PIPING SECTION B-B 0 155 1-v2' X 39 FLEX CONNECTOR (TYP,) I -V2' X 38' FLEX CONNECTOR 154 (TYP) REGULAR PRODUCT SEAL CAVITY AROUND CONDUITS WITH PTI SELF LEVELING COMPOUND, SEE SHEET C 0,5 FOR DETAILS t%. e (4) T CONDUITS, FELD INSTALLED LINE U' EDGE OF CANOPY COLUMN W/ EDGE OF SUVP 118 ENVRON 2' DOUBLE PREMUM PRODUCT ENTRY BOOT STAGE I VAPOR 2' SINGLE WALL FTRP RECOVERY D126VAPOR RECOVERY TO 3' HEADER LINE OF FOUNDATION BELOW WI-1P HOSE (TYP OF 2) _ HOSE BREAKAWAY OF 2) _ HOSE (TYP, OF 2) ZE (TYP) DINER & DATA DUT Z SWIVEL (TYP) TERCOM CONDUIT L OFF (TYP.) OX >L OFF (REQUF ED FOR LAST DENSER HONERUN ONLY) • -1 MCI`'',' ij' 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 SITE ENGINEER: 10 jlir DEVELOPMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: T INTERCOM CONDUIT r 171 NO. DATE REVISION DESCRIPTION 171 T POWER & DATA CONDUIT PREPARED UNDER THE DIRECT -� --- -�' ---------.__-_-_-- SUPERVISION OF: NOTE THEE ARE NO CONDUIT PENETRATIONS INTO SUMP FOR SEAL: DISPENSER POWER/DATA, INTERCOM OR MONITORING REQUIFEME NITS ALL CONDUITS ARE ROUTED AT OUTSIDE SUMP AFEA ADJACENT TO COLUMN COLUMN FOUNDATION BEYOND ------------------------------ JAMES M. WINTER (FL Reg. No.: 18313 ) SECTION D—® AND ON BEHALF OF DEVELOPMENT GROUP, INC. PROGRESSIVE CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE STABILIZER MOUNTING BAR ENVIRON 39" DIA 102 MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN FOR PIPE HANGER COMPOSITE PRIVILEGED AiCONFIDENTIAL BRACKET 4000 PSI MANHOLE (TYP.) BUSINESS INFOO RMATION OF BP. SEAL OFF VAPOR PATH TO FIBERMESH ACCORDINGLY, THE RECIPIENT AGREES BACKFILL WITH CONCRETE, CONCRETE (TYP.) DOGBONE TO RETAIN THESE MATERIALS IN STRICT FIBERBOARD AND PTI PASTE r—92 CONCRETE CONFIDENCE AND AGREES NOT TO DISCLOSE THEMATERIALS TO ANY SEALANT (TYP.). ISLAND FORM OTHER PARTY AND FURTHER AGREES (TYP.) NOT TO MAKE COPIES OF THE Q, MATERIALS. THE RECIPIENT AGREES TO ONLY FOR THE SLOPE a PLUGGED 6-tom SLOPE USE THE MATERIALS LIMITED PURPOSE FOR WHICH BP HAS �-- a TEST MADE THE MATERIALS AVAILABLE, AND PORT v RECIPIENT AGREES TO RETURN ALL :4 MATERIALS TO BP EITHER UPON ; v 4 ' 4 4. COMPLETION OF THE INTENDED n - PURPOSE OR UPON THE REQUEST OF v BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: a a 4 ,' 1-vz GALV UNIUN 170 1-1/2" GALV. TEE S---i 1-vz GALV. STEEL PPE 167 2' X 1-v2' 90 GALV, ELBOW 2' FRP BELL x MALE ADAPTER 2' SW F RP PPING � 2' DOUBLE ENTRY BOOT — 1 1/2' COAXIAL RISER ADAPTER 1 1/2' OR 2' DOUBLE ENTRY BOOT W/ REDUCER C117 DONUT (TYP.) o UNDER CCNTA 4vENT 84 DISPENSER SUMP (TYP.) VEEDER ROOT SUMP T79SENSOR (TYP) 1 1/2' OR 2' DOUBLE I� ENTRY BOOT W/ REDUCER DONUT (TYP.) ENV" 1VZ OR 2A GEGFLEX-D (,) P T11 1 1/2' OR 2' COAXIAL TEE (TYP-) 167 1-v2' PPE FRISM ENVRON 1 1/2' OR 2' 1 V2' COAXIAL T11SER CEOFLEX-0 (TYP) ADAPTER (TYP) ENNRON 1 1/2' OR 2' ENVRONCO JP 109 COAXIAL ELBOW (TYP) lATION DETAL. SECTION C-C WMILET�ON MATEFS SM5.11 M 12 RF # TBD SCALE: N.T.S. ALLIANCE Z&DM: JB DATE. 3102/05 BP REPM: LB DESIGNED BY: ALLIANCE PM:BEN JS DRAWN BY: PV PROJECT NUMBER: Ix CHECKED BY:BEN 003--198.00 DRAWING TITLE: DISPENSER DETAILS, WAYNE HARMONY BLENDER STARTER GATE CANOPY LAYOUT M.5.5.2 (PUMP CONTROL FROM DISPENSER IS❑LATI❑N RELAYS SWITCHED HOT C 120 ❑R 240 VAC. ) 3 Pi 1 PH PUMP IN (PI) FIE. PETR❑ 'IST—VFC' REMOTE CONTROL BOX 3 HP WIRING �RPTIHNAL SWITCH (S) PRESSURE j I SELECT ( �`y� SELECT (SWI) IFLil ±!NNEUEU TRAL GND� BLK TO MOTOR DRGfRED (SW3) NEUTRAL BUS ISOLATED FROM GROUND & ELECTRICAL PANEL BONDING SCREW REMOVED PER NEC 2P0-61(b) III( See 'Pump Control Wiring' and 'system description' TO for specific wiring connections and SUBMERSIBLE speed/dip switch settings. PUMP LLD MANUAL III I NO. 5761113-902 REV. 'H' OR HIGHER ELECTRICALLY ISOLATED GROUND BUS (INSULATED FROM THE PANEL VIA A NON-C❑NDUCTIVE MOUNTING) AC LINE RIGID CONDUIT NEUTRAL 15A 1120V L f- BREAKER r) LrD \/AE)IAPI P CPFKi TI Ii W/ q C-PH V lJI„ SENSOR THE SUBMERSBLE SUMP AT THE END OF THE TALK WLL HAVE THREE T CONDUIT PENETRATIONS # 1. T F� METAL CONDUIT WITH SUBMERSIBLEPUvP MOFiTOR WIRING ROUTED FROM EACH SUBMERSIBLE PUMP TO THE BULDING POWER WREWAY, SEAL OFF REQUIRED AT BOTH ENDS OF CONDUIT, #2, T WAD METAL CONDUIT WITH LEVEL GUAGE, TANK INTERSTITIAL AND FLL SUMP SENSOR CABLES ROUTED FROM THE SUBMERSIBLE SUMP TO TI-E HYDROSTATIC AWJLAR SPACE SUM', SEAL OFF REQUIRED AT BOTH ENDS OF CONDUIT, #3, T RIG[) METAL CONDUIT WITH ALL SENSOR CABLES ROUTED FROM THE SUBvERSSLE SUMP TO THE BUILDINGN-TFWICALLY SAFE WREWAY, SEAL REQUIRED AT BOTH ENDS OF CONDUIT, TYPICAL TURBINE WIRING METALLIC CONDUIT, DO NOT ROUTE THROUGH AC TROUGH NON —HAZARDOUS AREA ICALLY TLS-350R M❑NIT❑R INTRI WIREWAY SAFE RIGID CONDUIT (SEE NOTE 7) Q7 0 ® ® ® ❑ ❑ ���eeeeaeeeeee • _—_——_..__—_ o .... . .. • ®e 9 e 9 e e e e e e 9 ,-I�L/IY DIIM Mom.[ ® s e e eMIMI e' win MORI O . ® i • eeeBeeaese 1 ➢lIWM£ I�uc i I wniuw nnluw r ,•T• r;t ,fir; �— • 9eeeaaeeeeeeeeee �wrs LW uwc CIMM II i • eeee�®ease Loc wx rlrr ACE i • WAY W ee a s e s ® ,-11 _ ® -----.--_—_ --_` _ ® Rd © 0 0 ® RIGID CONDUIT SEE NOTE 10 BELOW OPTIONAL AUDIBLE HORN RIGID CONDUIT FROM EACH T POWER WIREWAY TYPICAL MASTER IST WIRING DIAGRAM nTroE-nlcG'17 I-RfIV SUMF DIS DISPI I, 1' INTERCOM C❑NDUIT 1' M❑NIT❑RING C❑NDUIT Si [HAZARDOUS AREA 51D CONDUIT FROM DISPENSERS SENSOR LOCATED WEATHERPROOF J-BOX IN DISPENSER SUMP TYPICAL AT wHNe r-----1 i------ ENSER WEATHERPROOF J-BOX +-WHILE DISPENSER DISP SUMP SENSOR MAC PROBE LOCATED IN FILL _SUMP - TANK 1 LEVEL GAUGING SENSOR LOCATED OF J-BOX IN FILL SUMP __-- LEAK wHNe—--- DETECTION ------- - FILL SUMP SENSOR LOCATED WEATHERPROOF J-BOX IN TURBINE SUMPLEAK +. WffE r ------ I DETECTION TURBINE -- o SUMP �r BLACK SINGLE FLOAT SENSOR IN HYDROSTATIC WEATHERPROOF J-BOX RESERVOIR HITz LEAK-- -� �'—�---� DETECTION e r HYDROSTATIC . _� - _ RESERVOIR PLLD SENSOR WEATHERPROOF J-BOX IN TURBINE SUMP PRESSURE +, WHITE �--- — - LI N E LEAK r---- -—� M-T-� DETECTION --_ ------ —u------ TURBINE SUMP EACH DISPENSER REQUIRES THREE CONDUITS FOR FIELD WIRING #1 C❑NDUIT - 1' RIGID CONDUIT HOME RUN PER DISPENSER FOR AC POWER & CONTROL WIRINGI FOLLOW MANUFACTURER'S SPEC FOR WIRE AND COMM CABLE, #2 C❑NDUIT - 1' RIGID C❑NDUIT FOR INTERCOM & CAT CABLES, MAXIMUM 6 DISPENSERS PER HOME RUN. FOLLOW MANUFACTURER'S SPECS FOR CABLE, # 3 CONDUIT - T WAD CONDUIT TO LEAD DISPENSER CNLY FOR SUMP SENSOR (DAISY CHARD TO ALL DISPENSERS), 2 WIRES PER FLOAT, 1 FLOAT PER DISPENSER PAN, LOOP DISPENSER PAN CONDUITS, WITH ONE HOME RUN PER BULDNG SIDE, OR MAXIMUM 6 DISPENSERS ON EACH HOME Ri CAI WrI is I Bi 0 TYPICAL DISPENSER WIRING SPARE) WIRING SHAiUCTOR INTRINSCALLY SAFE WIRING BELDEN CABLE 88760 FOR EACH SENSOR/PROBE (TYi TO ISTS _-D ELBOW T POWERMATA CONDUIT SUIVP SE HYDROSTA' TYPICAL AT TANK VEEDER—ROOT TLS-350 NOTES NOTES, 1, WIRING TO PROBES, SENSORS, & PLLD MUST BE SHIELDED MULTI —STRAND, GAS AND ❑IL RESISTANT SIZES FROM AWG #18 TO AWG #14, BARRIER GROUND WIRING MUST BE AWG #12 OR LARGER, 2, CONNECT THE BARRIER GROUND WITH #12 AWG (❑R LARGER) CONDUCTOR TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL, 31 DENOTES FIELD WIRING CONNECTION USING WATERPROOF CONNECTORS SUPPLIED WITH THE PROBE(S) AND SENSOR<S)I 4, INTRINSICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC ANS/NFPA 70, 2002, 5, TO MAINTAIN INTRINSIC SAFETY AND PROPER SYSTEM OPERATION, PROBE AND SENSOR WIRING MUST BE INSTALLED WITHIN SEALED CONDUIT, 6, ELECTRICAL RATING POWER INPUT — 120VAC, 50/60 1 600 WATTS MAXI 7, REFER TO 'SITE PREPARATION AND INSTALLATION INSTRUCTIONS,' MANUAL FOR ACTUAL LOCATION OF CONDUIT ENTRY INTO TLS-350 MONITOR. 8, REFER TO LINE LEAK DETECTOR 'SITE PREPARATION AND INSTALLATION,' MANUAL, 9, BONDING L❑CKNUTS AND ❑R BONDING BUSHINGS SHALL BE USED AT ALL CONDUIT ENTRANCES TO THE TLS-350R ENCLOSURE AND AT ANY JUNCTION BOX/WIRING TROUGHS IN THE NON -HAZARDOUS AREA TO ENSURE POSITIVE CONDUIT GROUNDING, 10, NO SPLICING OF PROBE/SENSOR WIRE EXCEPT AT THE DEVICE ITSELF. 11, CONTRACTOR MUST COMPLY WITH ALL THE TRAINING REQUIREMENTS OF VEEDER-ROOT. I ll1 Il w �- 1 LLI.I \ I I I TYPICAL_ CONDUIT LAYOUT AT TANKS 4 CENTERPOINTE DR. ROOM 474 LA PALMA, CA 90623 ;�� DEVELOPMENT (#COUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: RALF D. PORSCH (FL Reg. No.: 49309 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. GID C❑NDUIT HOME PER TANK PER IERSIBLE PUMP FO BUILDING SITE ADDRESS: 4) TITS l8 HIM it C, 4% SAIIi, FLMA 1' RIGID CONDUIT H❑ME RUN PER TANK PER SUBMERSIBLE PUMP FOR POWER RF SCALE: ALLIANCE Z&DM: N.T.S. JB DATE: 3/02/05 BP REPM: LB DESIGNED BY: ALLIANCE PM: BEN JS DRAWN BY: PROJECT NUMBER! PV ®A CHECKED BY: BEN . DRAWING TITLE: VEEDER ROOT & FE PETRO INTERFACE FIELD WIRING DIAGRAM (SINGLE MASTER) SHEET NO: Mo5m7al DRAWING I.D. NUMBER DRAWING TITLE 00 SHEET DESIGNATION AI SCALE ' SCAL E -SHEET NUMBER �-----DAWING SCALE —SECTION I.D. NUMBER SECTION DO Al SHEET VIHERE SECTION IS LOCATED SECTION I.D. NUMBER 00 ELEVATION A, SHEET MERE ELEVATION IS LOCATED REVISIONS ADDENDUM NUMBER REVISED AREA CLOUDED CEILING HEIGHT 10� �� ��-ABO EOFIINIISHED FLOOR KEYEKEYED NOTES O,-TON APPLICAB ENOIEJSHEErION FINISH MATERIAL P-1 _'~-CIOMMENTSDE, IFSIGNATION APPLICABLE /� TRIM ONLY--- DETAIL (ENLARGEMENT) AREA TO BE ENLARGED r- 00 ( i SECTION I.D. Al NUMBER SHEET MERE DETAIL IS LOCATED SECTION I.D. NUMBER DETAIL 00 Al SHEET WHERE DETAIL IS LOCATED ELEVATION HEIGHT 100,^ 0„ x � -..---- ELEVATION 51�T. S L A B --------REFERENCE POINT - SIZE, DESCRIPTION ® p 1 1 /2" W 0 18' A.F.F. & ELEVATION E UII MENT NUMBER 100 5EE PC. NOTE 1 & #2 EQUIPMENT NUMBER SEE PC. NOTE 1 1 -- REFERENCE NOTES DOOR NUMBER (D DE IG ATONER WINDOW WINDOW DESIGNATION Lfl DESIGNATION 1. APPLICABLE CW'R 2001 FLORIDA BUILDING CODE 2001 FLORIDA FUEL GAS CODE 2001 FLORIDA PLUMBING CODE 2001 FLORIDA MECHANICAL CODE 1999 NATIONAL ELEGIRICAL CODE 2001 FLORIDA FIRE PREE11TiON CODE 2. BUILDING DES09ff ATM CONSTRUCTION TYPE: VI (UNPROTECTED) USE GROUP: B (BUSINESS) ALLOWABLE AREA: 4,800 SQ. FT, ACTUAL AREA (GROSS): 4,224 SQ. FT. ALLOWABLE HEIGHT: 1 STORY ACTUAL HEIGHT: 1 IORY FIRE RATING OF EXTERIOR WALLS: 0 FLOOR LIVE LOAD: 100 psf ROOF LIVE LOAD: 3U psf WIND LOAD: BASIC WIND SPEED: 150 mph (3 SEC. GUSTS) WIND EXPOSURE EXPOSURE C WIND LOAD IMPORTANCE FACTOR: I = ONE HANDICAPPED ACCESSIBLE YES U VALUES WALLS 0.07 ROOF 0.05 FLOOR 0.05 3, BUILDING AREA TABULATION SALES AREA 2415 OFFICE/CASHIER 307 RESTROOMS 98 COOLER/FREEZER 588 BACK ROOM AREAS A�Q TOTAL (NET) 4058 4. OCCUPANCY AND EGRETS- EMPLOYEE: 6 MAXIMUM OCCUPANCY: 68 (BASED ON 2037 SO. FL USABLE SALES AREA) EXITS REQUIRED: 2 EXITS PROVIDED: 2 5. PLUMBING FIXTURES: REQUIRED: UNISEX: 1 WC, 1 LAV SERVICE SINK: 1 DRINKING FOUNTAIN: 1 (EXCEPTION) PROVIDED: MEN: 1 WC, 1 LAV WOMEN: 1 WC, 1 LAV SERVICE SINK: 1 DRINKING FOUNTAIN: WATER SERVICE IS PROVIDED DIRECTLY TO THE CUSTOMER SITE VICINITY INITY MAP ALLIANCE CORE TEAM 200 EAST RANDOLPH DRIVE MAIL CODE 6000 CHiCAGO, IL 60601 CONFIDENTiALITY STATEMENT THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP AMOCO, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP AMOCO. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP AMOCO HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP AMOCO EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP AMOCO, WHICHEVER COMES FIRST. partn4=o-%7rzi THE SYMBOL OF QUALITY AND SAFETY" � - I A D I !Eai 0 ]Nm'"F 1201 DUBLIN ROAD COLUMBUS, OH 43215-1026 T 614,22L0840 F 614,221.2404 inbox@wdpar-tners,com wdpartners,com (,GENEVA SANFORD, FL 3`0111. N. 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 - FAX 770 785-7967 R -E EVI WED Sant rod ire �Preyjljn 10 l Div. Date: E� � ti :S EP BUILDING PLUMBING- HEALTH DEPT.: NATURAL, GAS, ELECTRIC. WATER: FIRE: MECHANICAL, f GENERAL PROJECT NOTES A. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER, ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. B. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. C. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE NATIONAL SITE ADAPT CONSULTANT PRIOR TO COMMENCING WORK. D. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS, THE NATIONAL SITE ADAPT CONSULTANT SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH WORK. E. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. F. G.C. TO PROVIDE FIRE SPRINKLER SYSTEM (WHEN REQUIRED BY CODE) IN ACCORDANCE WITH NFPA 13 AND SHOWN HEREIN. FIRE SPRINKLER CONTRACTOR IS TO SUBMIT COMPLETE SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. G. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS, ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" ARE TO BE SUPPLIED BY GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. H. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SHOP DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 1. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES/SLAB DEPRESSIONS AND RAISED CURDS, ELECTRICAL AND PLUMBING STUBOUTS, AND ALL OTHER WORK UNDER THE SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED, K. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. L. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES- M. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. N. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN -CRATING, INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. 0. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLATE SCREWED ON. P. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. Q. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. R. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 'TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, S. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. - T. FINISH COLORS AND MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH SPECIFIED MATERIAL. CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN DRAWINGS FOR REVIEW BY NATIONAL SITE ADAPT CONSULTANT. u, G.C. 'To REFER TO BID DOCUMENT PACKET FOR OWNERS SCOPE OF WORK. SAID DOCUMENT TAKES PRECEDENCE OVER ANY SCOPE THAT MAY BE PRESENTED IN THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. DWG. N4. -- -- REV. /DATE ❑ M805-0.0.1 C-STORE TITLE SHEET - - ❑ MB05-5.0.2 SCOPE OF WORK - - STRUCTURAL. ❑ MB05-8.1.1 FOUNDATION PLAN - - ❑ MB05-8.1.2 FLOOR FRAMING PLAN - ❑ MB05-8.1.3 ROOF FRAMING PLAN - - ARCHITECTURAL.. ❑ M1306-AJI FLOOR PLAN - - ❑ MB05--A.1.2 FLOOR COVERING PLAN - - ❑ MB05-A.1.3 CEEIL.ING PLAN - - ❑ MB05-A.1.4 ROOF STANCHION PLAN - ❑ MB05-A.2.1 EXTERIOR ELEVATIONS - - ❑ M805-A.2,2 EXTERIOR ELEVATIONS - - ❑ MB05-A.2.3 INTERIOR ELEVATIONS - - ❑ MB05-A.2.4 INTERIOR ELEVATIONS - - CJ MB05-A.3.1 BUILDING SECTIONS - - ❑ M805-A.3.2 BUILDING SECTIONS - - ❑ MB05-A.5.2 DOOR, ROOM FINISH, CLASS SCHEDULES - - MILLWOF K ■ ❑ MB05-all EQUIPMENT PLAN - ❑ MB05-0.6.1 EQUIPMENT SCHEDULES _ PLUMBING ❑ M605-P.1.1 DRAIN, WASTE AND VENT PLAN - - El MB05-P.1.3 WATER SUPPLY PLAN - CI MB05-P.6.1 PLUMBING SCHEMATICS H.11A.C. - - ---- ❑ MBOS-ivi.1.1 HM A.C. PLAN - - ❑ MB05-M.6.1 H.V.A.C. ROOF TOP PLAN - - ❑ M605-M.6.2 EXHAUST HOOD DETAILS ELECTRICAL --- - - EI MB05-E.1.2 ELECTRICAL POWER PLAN ❑ MB05-E.1.3 ELECTRICAL LIGHTING PLAN ❑ MBO5-E.5A ELECTRICAL ROOF TOP POWER PLAN MB05-E.6.2 G.C. ELECTRICAL CONDUIT PLAN ❑ A9f'!`5-E- 5.3 SQUARE "D° WIRING SCHEMATICS ❑ MB05-E.6.1 ELECTRICAL PANEL SCHEDULES, DETAILS FIREWALL PLANS ❑ MB05-i-"WA0 FIRE; SEPERATION PLAN _ - ❑ MB05--FW.5.0 FIRE WALL DETAILS LEVEL 1 SECURITY 'BASIC' LEVEL LEVEL 2 SECURITY 'WATCH' LEVEL LEVEL 3 SECURITY 'ENHANCED' - TOILET OCCUPIED INDICATOR LIGHT - 15 SECOND DELAY WITH MAC LOCK ON DOOR #2 - BULLET RESISTANT (BR) ENCLOSURE ON CASH WRAP - OFFICE DEADBOLT -- 93 db EXIT ALARM DOOR #2 - MAC LOCK PUSH BUTTON ON DOOR #1 SAFE METHOD STATEMENT BUILDING ERECTION SEQUENCE 1 -Task Module Installation 2 Location Point of delivery - retail outlet 3 Personnel involved 1 field foreman, and 5 or 6 field erectors 4 Tools/Equipment Basic hand tools, gos metal arc welder, extension ladder 5 Protective Clothing Hard hats, safety glasses with side shields, and leather work boots are required at all times on construction sites. Hearing protection must be worn when noise levels exceed 85 dBA. In the absence of Sound Level Data, when normal conversation is difficult because of noise, assume noise levels exceed 85 dBA. Welders use leather protective clothing and an approved welding mask. 6 Sequence/method of work Field erectors climb a ladder to the top of a module and rig it for lift by a crone. The module is lifted off a low boy trailer and placed on aluminum building stands. P-traps are joined to plumbing connections with cement. The module is lifted off the stands and placed on pre installed footings. The sequence is repeated until all modules are in place. Roof, column, and floor frames are bolted together. Floor channels are welded together at the seam. Temporary columns and cross bracing are removed and placed on the trailer for return to plant. The building base frame is welded to the weld plates on footings. 7 Possible hazards (a) Contact with overhead utilities, (b) Fail from ladder, (c) Fall from roof, (d) Pinch/crush hazard, e Exposure to cement, (f) Welding hazards. 8 Precaution to reduce (a) The area is inspected prior to installation. If overhead utilities are present they are cleared or hazard de -energized prior to above ground work. (b) The ladder is held in place at the base by a second field erector and extends three feet beyond the module roof. (c) Erectors wear safety harnesses REVISI®N DATES that are secured to the roof, (d) Erectors are trained to avoid hazards during module rnoverrient and placement (e) Cement is applied outdoors where there is adequate ventilation. (f) All welding is done ❑ by trained and experienced welders using leather protective clothing and approved welding masks. Respiratory hazard is limited because welding is performed outdoors. The surrounding area is in a safe and secure condition prior to welding. 9 Details of any isolations Any overhead utilities are removed or isolated prior to work. 10 Disposal of surplus or No hazardous waste is generated by this task. Surplus that can be d contaminated materials reused is returned to Madison Industries. Waste is retained on site until erection is complete and then disposed of in accordance with local IjaIO_ Plan No �i'��" d �I ordnance. Approved .By FRED S. CARDWELL- SAFE METHOD STATEMENT BUILDING ERECTION SEQUENCE 1 Task 2 Location Finish Module Point of delivery - retail outlet ;�MO—dUi,317B 3 Personnel involved 1 field foreman, and 5 or 6 field erectors uilding Plans Examiner 4 Tools/Equipment Basic hand tools, manlift, boom truck Florida COF[MCWO SMP 004 5 Protective Clothing Hard 'hats, safety glasses with side shields, and leatherwork boots are required at all tirnes on construction sites. Hearing protection must be worn when noise levels exceed 65 dBA. In the absence of Sound Level Data, when normal conversation is diffucult because of noise, assume noise --AGE#-9CY61PPROVAL levels exceed 85 dBA rhe4e 6 Sequence/method of work The interior and exterior are finished at the same time. Electrical and plumbingmay be done during Y g pr 19?9s onstray w'th the Florida Ptiaoafactured CIIOWIng Construction Codes end adhere �it or after finishing. Exterior finishing includes installation of components to construct overhang, installing r�aT979 to tha follow(n0 sheet metal flashing, water heater vents, and vent extensions. H.V.A.C. and refrigeration units are cwlst.Type 'Vi set and secured to the roof. These are waterproofed using gutter and seam sealant. Aluminum IOCCUpallcyfD composite material and signage are installed. Interior finishing includes installing floor and ceiling tile where modules join, and installing ceiling and header at the coffee area. x'M)tivai)feNo. 7 Possible hazards (a) Contact with overhead utilities, (b) Fall from manlift, (c) Fall from roof, (d) Pinch/crush hazard. Of Floors 8 Precaution to reduce a The area is inspected prior to installation. If overhead utilities are present they are cleared or hazard deenergized prior to aboveground work. (b) Fall protection is installed on the manlift in accordance I40IindVelocity 3st1 with OSHA rules. (c) Erectors wear saftey harnesses that are secured to the roof. (d) Erectors Fire Ratt„gOf are trained to avoid hazards during material movement and placement. The manlift and boom CALINails 0 truck are isolated from traffic with caution cones and tape. --"- ' --------._. 9 Details of an isolations Y An overhead utilities are removed or isolated Y prior to work. The manlift and boom truck are isolated FieorLoad from traffic with caution cones and tape. A second erector is the ground to maintain traffic isolation APProvalDate and to assist elevated erector. 10 Disposal of surplus or No hazardous waste is generated by this task. Surplus that can be reused is returned to Madison p`=1 I�tittiaemv io, contaminated materials Industries. Waste is retained on site until erection is complete and then disposed of in accordance - -- ---.-_ with local ordnance. ISSUE DATES - 1 ❑ PERMIT ISSUE: 00-00-00 11 BID ISSUE: 00-00-00 ❑ CONSTRUCTION ISSUE: 00-00-00 SEAL. NAME, ROGER S. LINGERFELT, RE, LIC. NUMOER, 35677 SHEET NUMBER: MBU0!"'5 Aphk G.0.1 1 32 JOB No. HAND W30356 SHOWN m 1. GENERAL CONTRACTOR SHALL POUR ALL FOOTINGS TO LOCATION AND ELEVATION REQUIRED AND EXCAVATE AS REQUIRED FOR PLUMBING (SEE DRWG. No, 5.1.1) 2. GENERAL CONTRACTOR IS TO PROVIDE SITE ACCESS FOR DELIVERY OF THE BUILDING, SUBJECT TO THE BUILDING SUPPLIER'S INSPECTION. 3. GENERAL CONTRACTOR SHALL CONNECT BUILDING SEWER TO SITE SEWER (SEE DRWG. No. 11.1.1 & P.1.3) 4. GENERAL CONIRACTOR SHALL CONNECT BUILDING WATER SUPPLY TO POTABLE WATER SYSTEM (SEE SHEET P.1.3 FOR LOCATION) 5. GENERAL CONTRACTOR SHALL CONNECT BUILDING GAS PIPING TO GAS FURNISHED IF REQUIRED (SEE SHEET P.1.3 FOR LOCATION) 6. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL WATER METER AND PRESSURE REDUCING VALVE WHEN REQUIRED BY LOCAL CON011IONS 7. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED SERVICE ENTRANCE EQUIPMENT, CONDUITS AND GROUNDING AS REQUIRED TO MEET LOCAL CODES AND CONDITIONS. 8. BUILDING IS DESIGNED AT 22,000 AMPS RMS (OPTIONAL 65,000 AMPS RMS AVAILABLE. GENERAL CONTRACTOR TO VERIFY ACTUAL AMPS RNS AT THE JOBSITE. WHEN FAULT CURRENT EXCEEDS DESIGN AMPS RMS, GENERAL CONTRACTOR MUST FURNISH AND INSTALL A MAIN FUSED DISCONNECT WHICH LIMITS THE FAULT CURRENT TO THE DESIGN AMPS RMS. (SEE DRWG. No, E:.6.1) 9. THE SERVICE ENTRANCE DIAGRAM SHOWS MINIMUM REQUIREMENTS AS REQUIRED BY THE "N.E.C.". SIZE FOR SERVICE ENTRANCE CONDUCTORS AND CONDUITS MAY VARY, DEPEIIDING ON LENGTH OF CONDUCTORS. GENERAL_ CONTRACTOR SHALL CALCULATE: VOLTAGE DROP AND MAKE ADJUSTMENTS AS REQUIRED. GENERAL CONTRACTOR SHALL REFER TO OWNER FURNISHED SITE SPECIFIC PLANS FOR ALL REQUIRED ON SITE ELECTRICAL SEE CHART FOR PROPER CONDUCTOR DUE TO VOLTAGE DROP (SEE DRWG. No. E:.6.1) 10, GENERAL CONTRACTOR SHALL INSURE THAT WATER HEATER IS COMPLETELY FILLED WITH WATER BEFORE POWER IS TURNED ON 11. GENERAL CONTRACTOR SHALL PERFORM "REQUIRED" ON SITE TESTING OF PLUMBING SYSTEM AND SHALL INCLUDE THE COST OF TESTING IN HI 3 BID 12, GENERAL CONTRACTOR SHALL FURNISH AND INSTALL A LABELED JUNCTION BOX FCR ALL OUTLINE UaIfING AND SIGNS WITHIN SIGHT OF SUCH LIGHTING AND SIGN IT CONTROLS (SEE DRWG. No. LI.2, E.1.3 & E.5.1) 13. GENERAL CONTRACTOR SHALL INSTALL SITE CONTROLLER (SEE URWG. No. L6.1) 14. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL "THE DATA DISTRIBUTION BOX FOR THE DISPENSERS (SEE DRWG. No. F.6.1) 15. GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PLUMBING INSTALLATION PERMITS FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS 16. GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED ELECTRICAL INSTALLATION PERMITS FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS 17, GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED H.V.A.C. INSTALLATION PEE;MITS FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS 18. GENERAL CONTRACTOR SHALL CONNECT ALL WATER SUPPLY LINE CROSSOVERS AT BUILDING MODULE LINES (SEE DRWG. No. 11.1.3 & P.6.1 FOR NUMBER & LOCATION) 19. GENERAL CONTRACTOR SHALL MAKE ALL PLUMBING CONNECTIONS BELOW BUILDING TO DESIGNATED SEWER LINES. (SEE DRWG. No. P.1.1 & P.6.') 20. GENERAL CONTRACTOR SHALL LOCATE AND MAKE ALL ELECTRICAL CONNECTIONS AT MODULE LINE CROSSOVERS (SEE DRWG. No. F.1.2 THRU E.6.1) 21. GENERAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ROOF MOUNTED EQUIPM_NT (SEE BRING. No. L5.1) 22. GENERAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CONDUIT PRIOR TO MODULAR BUILDING SETTING. (SEE DRWC. No. L5.2) 23. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING THE BUILDING ONCE IT HAS BEEN DELIVERED BY THE BUILDING SUPPLIER. 24. GENERAL CONTRACTOR SHALL INSTALL ALL LIGHT FIXTURES AT MODULE LINE AREAS WHERE NOT INSTALLED FOR SHIPPING (SEE DRWG. No. L:.1.3) 25. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOXES, CONDUIT AND WIPING AS REQUIRED TO EXTEND CIRCUIT FOR EXTERIOR SOFFIT L ICHTS AI`D INSTALL ONLY THE LIGHT FIXTURE (SEE URWG. No. F.1.3) 26, GENERAL CONIRACTOR SHALL FURNISH AND INSTALL CONDUIT, WIRING RECEPTACLES AND COVER PLATES AS REQUIRED TO EXTEND CIRCUIT No. C--1, C-3, C -5 (CASH REGISTER RECEPTACLES) (SEE DRWC. No. 1.1.2) 27. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT, WIRING RECEPTACLES AND COVER PLATES AS REQUIRED TO EXTEND CIRCUIT No. C-8, C-10, I;-12 (SAFES) (SEE DRWG. No. 1:.1.2) 28. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT, WIRING RECEPTACLES AND COVER PLATES AS REQUIRED TO EXTEND CIRCUIT No. C-17 (SAFE DRINTER) (SEE DRWG. No. L.1.2) 29. GENERAL CONIRACTOR SHALL FURNISH AND INSTALL CONDUIT, WIRING RECEPTACLES AND COVER PLATES AS REQUIRED TO EXTEND CIRCUIT No. E-8 (LOTTERY MACHINE) (SEE DRWG. No. L1.2) 30. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT, WIRING RECEPTACLES AN) COVER PLATES AS REQUIRED TO EXTEND CIRCUIT No. E-10 (CONVENIENCE RECEPTACLES) (SEE DRWC. No. L:,1.0 & E.6.0) 31. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOXES, CONDUIT, WIRING AND PHONE JACKS AS REQUIRED TO EXTEND CIRCUIT PHONE JACKS (SEE DRWG. No. 1:.1.2) 32. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOXES, CONDUIT AND WIRING AS REQUIRED TO EXTEND CIRCUIT No. L-19 (BUILDING SIGNAGE) AND INSTALL ONLY THE COVER PLATE (SEE DRWG. No. 1:.5.1) 33. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOXES, CONDUIT AND WIFING AS REQUIRED TO EXTEND CIRCUIT No. L-21 (BP SIGN) AND INSTALL ONLY THE COVER PLATE (SEE DRWG. No. E.5.1) 34. GENERAL CONTRACTOR SHALL INSTALL EMERGENCY ISLAND SHUT DOWN AND RESET BUTTONS, JUNCTION BOX AND CONDUIT AS REQUIRED PER CONTROL BOX DETAIL (SEE DRWG. No. F.1.2) 1. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CAPPUCINO MAKERS (SEE DRWG. No. Q.1.1) 2. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COFFEE GRINDER (SEE DRWG. No. Q.1.1) 3. EQUIPMEN T CONTRACfOR SHALL FURNISH AND INSTALL COFFEE CUP HOLDER (SEE DRWG. No. 0.1.1) 4. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CUP SLEEVE HOLDER (SEE DRWG. No. Q.1.1) 5. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL HOT WATER DISPENSER (SEE DRWG. No. Q.1.1) 6. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL TRASH RECEPTACLES (SEE DRWG. No. 0.1.1) 7. EQUIPMEN f CONTRACTOR SHALL FURNISH AND INSTALL HAND SINK (SEE DRWG. No, 0.1.1) 8. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COFFEE CABINET (SEE DRWG. No. 0.1.1) 9, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL DUAL SOFT HEAT BREWER (SEE DRWG. No. Q.1.1) 10. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL DUAL DRIP TRAY KIT (SEE DRWG. No. Q.1.1) 11. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL FAUCET COVERS (SEE DRWG. No. Q.1.1) 12. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COFFEE CONDIMENT ISLAND (SEE DRWG. No. Q.1.1) 13. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SINGLE SOFT HEAT STAND (SEE DRWG. No. Q.1.1) 14. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SINGLE SOFT HEAT SERVER (SEE DRWG. No. 0.1.1) 15. EQUIPMEN T CONTRACTOR SHALL FURNISH AND INSTALL ONE POSITION DRIP TRAY KIT (SEE URWG. No. Q.1.1) 16. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL REACH IN REFRIGERATOR (SEE DRWG. No. Q.1.1) 17. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL THERMAL SERVER RACK (SEE DRWG. No. 0.1.1) 18. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COFFEE MERCHANDISE SHELVING (SEE DRWG. No. Q.1.1) 19. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COFFEE CONDIMENT HOLDERS (SEE DRWG. No. Q.1.1) 20. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL NAPKIN DISPENSERS (SEE DRWG. No. Q.1.1) 21. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL THERMAL SERVER COFFEE BREWER (SEE DRWG. No. 0.1.1) 22. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL THERMAL SERVER BOOSTER (SEE DRWG. No. Q.1.1) 23, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL WILD BEAN TEA CENTER (SEE DRWG. No. Q.1.1) 24, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SURFACE MOUNTED PAPER TOWEL DISPENSER (SEE DRWG. No, 0.1.1) 25, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SOAP DISPENSER (SEE DRWG. No. Q.1.1) 26. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL GOURMET ICE SYSTEM (SEE DRWG. No. Q.1.1) 27. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL FOUNTAIN DISPENSERS (SEE DRWG. No. Q.1.1) 28, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL FOUNTAIN ICE MAKERS (SEE DRWG. No. Q.1.1) 29. OPEN 30, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL ICE MAKER REMOTE CONDENSERS (SEE DRWG. No. Q.1.1) 31. EQUIPMENT CONTRACTOR SHALL FURNI5H AND INSTALL FOUNTAIN CUP AND LID DISPENSERS (SEE DRWG. No. Q.1.1) 32. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL ICE SYSTEM CUP DISPENSER (SEE URWG. No. Q.1.1) 33. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SLATWALL MERCHANDISER (SEE DRWG. No. Q.1.1) 34. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL FOUNTAIN CABINTRY (SEE DRWG. No. Q.1.1) 35. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL LETICULAR DISPLAY BOARD (SEE DRWG. No. Q.1.1) 36. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL ICE SYSTEM LID AND STRAW MERCHANDISER (SEE DRWG. No. Q.1.1) 37. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL TRASH RECEPTACLES (SEE DRWG. No. Q.1.1) 38. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CASHIER CABINETS (SEE DRWG. No. Q.1.1) 39. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CASH REGISTER/POS (SEE DRWG. No. Q.1.1) 40. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL INTERCOM TO FUEL POSITIONS (SEE DRWC. No. Q.1.1) 41. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL UNDER COUNTER CIGARETTE MERCHANDISER (SEE DRWG. No. Q.1.1) 42, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SAFES (SEE DRWG. No. Q.1.1) 43. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL LOTTO 71CKET DISPENSER (SEE URWG. No. Q.1.1) 44. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL LOTTO DISPLAY UNIT (SEE DRWG. No. Q.1.1) 45. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL TANK MONITOR EQUIPMENT (SEE DRWG. No. Q.1.1) 46. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CIGARETTE MERCHANDISER (SEE DRWG. No. 0.1.1) 47. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SMOKELESS TOBACCO MERCHANDISER (SEE DRWG. No. Q.1.1) 48. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CASHIER CABINET (SEE DRWG. No, 0.1.1) 49. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CIGARETTE PRICING SIGN (SEE DRWG. No. Q.1.1) 50. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL LOTTO FORM HOLDER (SEE DRWG. No. Q.1.1) 51. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL UNDER COUNTER SCRATCH TICKET DISPENSER (SEE DRWG. No. Q.1.1) 52. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL INTERIOR DISPLAY CASE (SEE DRWG. No. Q.1.1) 53. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COOLER SHELVING SYSTEM (SEE DRWG. No. Q.1.1) 54, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STORAGE PLATFORMS (SEE DRWG. No. Q.1.1) 55. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL E-COMMERCE HARDWARE (SEE DRWG. No. Q.1.1) 55. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SHELVING UNIT WITH CASTERS (SEE DRWG. No. Q.1.1) 56. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL MANAGERS DESK (SEE DRWG. No. Q.1.1) 57. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SHELVING ABOVE DESK (SEE BRING. No. Q.1.1) 58. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL LOCKING STORAGE CABINET (SEE DRWG. No. Q.1.1) 59. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COMPUTER SYSTEM (SEE DRWG. No. Q.1.1) 60. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CCTV -RECORDER VCR/MONITOR (SEE DRWG. No. Q.1.1) 61. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SATELLIIE INTERFACE (SEE DRWG. No. Q.1.1) 62, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL FILE CABINET (SEE DRWG. No. Q.1.1) 63. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL MANAGERS CHAIR (SEE DRWG. No. Q.1.1) 64. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL LOCKERS (SEE DRWG. No. Q.1.1) 65. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL WIRE SHELVING (SEE DRWG. No. Q.1.1) 66. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL UPS BATTERY BACK-UP (SEE DRWG. No. Q.1.1) 67. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL PRINTER (SEE DRWG. No. Q.1.1) 68, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COAT RACK (SEE DRWG. No. Q.1.1) 69, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL BULK CO2 FOR POST MIX (SEE DRWG. No. Q.1.1) 70. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COOLER CORNER SHELVING (SEE DRWG. No. Q.1.1) 71. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL DRYING RACK (SEE DRWG. No. Q.1.1) 72. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL BAG-N-BOX (SEE DRWG. No. Q.1.1) 73. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SHELVING (SEE DRWG. No. Q.1.1) 74. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SURFACE MOUNTED PAPER TOWEL DISPENSER (SEE DRWG. No. Q.1.1) 75. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SOAP DISPENSER (SEE DRWG. No. Q.1.1) 76. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL MOP RACK (SEE DRWG. No. Q.1.1) 77. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL ICE MERCHANDISER (SEE DRWG. No. Q.1.1) 78. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL PROPANE EXCHANGE (SEE DRWG. No. Q.1.1) 79. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL REGISTER SYSTEM AND CASH DRAWER (SEE DRWG. No. Q.1.1) 80. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL WARMING DRAWER (SEE DRWG. No. Q.1.1) 81. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL KITCHEN PRINTER (SEE DRWG. No. Q.1.1) 82, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL RECEIPT PRINTER (SEE DRWG. No. Q.1.1) 83. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SANDWICH UNIT 60" (SEE DRWG. No, Q.1.1) 84. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SOUP WARMER / COOKER (SEE DRWG. No. Q.1.1) 85. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL WARMING BOX (SEE DRWG. No. Q.1.1) 86. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL COLD BEVERAGE DISPENSER (SEE DRWG. No. Q.1.1) 87. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL REFRIGERATED WORKTABLE 48" (SEE DRWG. No. Q.1.1) BB, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CHICKEN DRAWER (SEE DRWG. No. Q.1.1) 89, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL MICROWAVE (SEE DRWG. No. Q.1.1) 90. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL 21' SANDWICH UNIT (SEE DRWG. No. Q.1.1) 91. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL BREAD RACK (SEE DRWG. No. Q.1.1) 92. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL TOASTER (SEE DRWG. No. Q.1.1) 93, EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CAPITAL COMPUTER ORDERING SYSTEM BP (SEE DRWG. No. Q.1.1) 94. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL SELF SERVE REFRIGERATED MERCHANDISER (SEE DRWG. No. Q.1.1) 95, EQUIPMENT CON I"RACTOR SHALL FURNISH AND INSTALL HAND SINK (SEE DRWG. No. Q.1.1) 96. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL STEAMER (SEE DRWG. No. Q.1.1) 97. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL WALK IN FREEZER SHELVING (SEE DRWG, No. Q.1.1) 98. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL REACH -IN REFRIGERATOR (SEE DRWG. No. Q.1,1) 99. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL WORK TABLES (SEE DRWG, No. Q.1.1) 100. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL OPEN BASE RETHERMALIZER (SEE DRWG. No. Q.1.1) 101. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL STAINLESS STEEL BAKERS PREP SHELF (SEE DRWG. No. Q.1.1) 102. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL CONVECTION OVEN (STACKED) (SEE DRWG. No. Q.1.1) 103. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL OVEN COMPUTER (SEE DRWG. No. Q.1.1) 104. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL STEAM VENT (SEE DRWG. No. Q.1.1) 105. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL PROOFER /RETARDER (SEE DRWG. No. Q,1.1) 106. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL PROOFER /RETARDER CONDENSER (SEE DRWG. No. Q.1.1) 107. EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL OVEN RACK (SEE DRWG. No, Q.1.1) [moil] 1-0111 11 1 LIN I 1. BUILDING SUPPLIER IS TO NOTIFY BP IF LOCATION OF OVERHEAD UTILITIES IS GOING TO CAUSE A PROBLEM WITH THE INSTALLATION OF THE BUILDING. 2. BUILDING SUPPLIER IS TO SURVEY THE SITE TO DEVELOP A BUILDING DELIVERY PLAN PRIOR TO THE DAY THE BUILDING IS DELIVERED ON SITE. 3. BUILDING SUPPLIER SHALL DELIVER AND SET BUILDING MODULES ON FOUNDATION 4. BUILDING SUPPLIER SHALL BOLT BUILDING MODULES 'TOGETHER AT COLUMNS AND ROOF FRAME (SEE DRWG No. S.12 & S.1.3) 5. BUILDING SUPPLIER SHALL WELD BUILDING BASE FRAME TO WELD PLATES ON FOOTING. IT IS THE RESPONSIBILITY OF THE BUILDING SUPPLIER TO INSURE THE SURROUNDING AREA IS IN A SAFE AND SECURE CONDITION BEFORE BEGINNING TO WELD 6. BUILDING SUPPLIER SHALL REMOVE ALL TEMPORARY COLUMNS THAT ARE INSTALLED AT MODULE LINES (SEE URWG No. S.1.2 & 5.1.3) 7. BUILDING SUPPLIER SHALL FURNISH AND INSTALL SHEET METAL FLASHING AS PER DRAWINGS TO WATERPROOF ROOF (SEE URWG. No. A.3.1 & A.3.2) 8. BUILDING SUPPLIER SHALL INSTALL FLOOR TILE AND CROUP AT MODULE LINE AREAS WHERE NOT INSTALLED FOR SHIPPING. BUILDING SUPPLIER SHALL LEAVE ONE BOX OF FLOOR TILES IN THE BUILDING (SEE DRWG. No. A.1.2) 9. BUILDING SUPPLIER SHALL SET HN.A.C. UNITS ON ROOF, SECURE TO BUILDING AND WATERPROOF AS REQUIRED (SEE DRWG. No. E,5.1) 10. BUILDING SUPPLIER SHALL SET REFRIGERATION UNITS ON ROOF, SECURE TO BUILDING AND WATERPROOF AS REQUIRED (SEE DRWG. No. E.5.1) 11. BUILDING SUPPLIER SHALL INSTALL P-TRAPS WHERE NOT INSTALLED AS SHOWN FOR SHIPPING (SEE DRWG. No. P.1.1) 12. BUILDING SUPPLIER SHALL FURNISH AND INSTALL VENT EXTENSION AT VENT THIRD ROOF LOCATIONS (SEE DRWG. No. P.1.1 & P.6.1) 13. BUILDING SUPPLIER SHALL INSTALL CEILING TILE AND GRID SYSTEM AT MODULE LINE AREAS WHERE NOT INSTALLED FOR SHIPPING. BUILDING SUPPLIER SHALL LEAVE ONE PACKAGE OF CEILING TILES IN THE BUILDING (SEE DRWG. No. A.1.3) 14, BUILDING SUPPLIER SHALL INSTALL ALL PITCH POCKETS AND WATERPROOF (SEE DRWG. No. M.6.1) MECHANICAL CONTRACTOR 1. MECHANICAL CONTRACTOR SHALL CONNECT ALL CONTROL WIRING FOR REFRIGERATION SYSTEMS TO INCLUDE 2 3.5h COOLER CONDENSERS ALL O P WITH (4) THREE 9,824 btuh EVAPORATORS, 2.0hp REACH -IN FREEZER CONDENSER W-111 (1) ONE 5,126 btuh EVAPORATOR, AND 1.5hp WALK-IN FREEZER CONDENSER WITH (1) ONE 7,689 btuh EVAPORATOR 2. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL LIQUID AND SUCTION LINES FOR ALL REFRIGERATION SYSTEMS FROM POINT SHOWN ON PITCH POCKET DETAIL, USE 15% SILVER ALLOY FOR BRAZING AND PROVIDE PROPER REFRIGERANT FOR EACH REFRIGERATION SYSTEM. SEE ATTACHED CHART FOR PROPER REFRIGERANT TO BE USED (SEE DRWG. No. S,0.2 FOR DETAIL) 3. MECHANICAL CONTRACTOR SHALL START AND ADJUST ALL REFRIGERATION SYSTEMS AND INSURE PROPER TEMPERATURES ARE ACHIEVED SEE ATTACHED CHART FOR PROPER SEFfINC 4. MECHANICAL CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR FURNISHING A NINETY DAY LABOR WARRANTY FOR ALL REFRIGERATION AND HN.A.C. SYSTEMS AND EQUIPMENT. THE NINETY DAY PERIOD WILL BEGIN THE DAY THE FACILITY OPENS TO THE PUBLIC 5. MECHANICAL CONTRACTOR SHALL CONNECT ALL CONTROL WIRING FOR H.V.A.C. UNITS TO INCLUDE (2) 8 1/2 TON ROOFTOP UNITS 6. MECHANICAL CONTRACTOR SHALL STARTUP ALL H.V.A.C. UNITS AND OPERATE IN BOTH THE HEATING AND COOLING MODES, AND VERIFY THAT AIR HANDLERS ARE OPERATING PER MANUFACTURERS RECOMMENDATIONS. 7. MECHANICAL CONTRACTOR TO PENETRATE FIELD ROOF WITH GAS PIPE AND MAKE FINAL CONNECTIONS TO EACH FIN.A.C. UNIT INCLUDING CAS COCK AND DIRT LEG WHEN GAS OPTION IS SPECIFIED (SEE DRWG. No. P.1.3 &. M.6.1) ■ 1. BP SHALL FURNISH GENERAL CONTRACTOR 2, UP SHALL FURNISH MECHANICAL CONTRACTOR 3. BP SHALL BE RESPONSIBLE FOR RELOCATING ANY OVERHEAD UTILITIES WHICH MAY INTEFERE WITH BUILDING INSTALLATION 4. BP SHALL SHALL FURNISH AND INSTALL WALL MOUNTED INTERCOM (SEE DRWG. No. EQ.1.0) AGENCY APPROVAL These prints corr:piy with file Florida Manufactured Building Act of 1979 Con,truction Codes and adhere to the following criteria: Const. Type _ vi Occupancy - T Allowable No. J Of rloors Wind Velocity _ -.__ ISO _ Fire Rating of 0 Ext. tljlhl!s Floor Load -_ H flo _ �- Approval Date _ 1/2304 PSI 1111odular Div'Sion �+^^ ALL WORK ON THIS SHEET TO BE DONE IN THE FIELD EQUIPMENT MANUFACTURER MODEL NUMBER REFRIGERANT TYPE DESIGN TEMPERATURE DEFROST CYCLE SETTING COMMENTS COOLER CONDENSING UNIT No, 1 HEATCRAFT MOH-032-X63C R-404A 34' F ONCE EVERY 8 HOURS COOLER CONDENSING UNIT No. 2 HEATCRAFT MOH-032-X630 R-404A 34' F ONCE EVERY 8 HOURS REACH -IN FREEZER CONDENSING UNIT HEATCRAFT MOH-025-L63C R-404A -10' F ONCE EVERY 6 FLOURS TIMES TO DEFROST: .3AM, 9AM, 3PM, 9PM WALK-IN FREEZER CONDENSING UNIT HEATCRAFT MOH-025-L63C R-404A A -10, F ONCE EVERY 6 FLOURS TIMES TO DEFROST: 3AM, 9AM, 3PM, 9PM 8 1/2 TON ROOFTOP UNIT LENNOX LOA-102FIFIIY / LCA-102HNlY R-22 72' F --- CLIENT, 8P ALX=, USA ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend Lease GlobalAffiance 20o EAST MMM-M DRIVE - MAT. CODE WWo CHICA00,1-111M 60001 aQlcN /MV MEMpER Tl/ZE} m "THE SYMBOL OF 9UALTr Aff-ADISON 1035 IRIS DRIVE. S.W. ' CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No, yy 30368 BLDG, HAND SHOWN SCALE, 1/4' = I'-0' MODEL, 4200BP905_V05.3 NO, DATE REVISION DESCRIPTION SEAL, NAME, ROGER S. LINGERFELT, P.E. LIC NUMBER, 35677 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY UP. AND ALSO, THAT THE MATERIALS CONTAIN PHIVILEDCED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY. DIE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS To BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF UP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT BIDE CSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCE Z&DM, CHECKED BY, BP REPM, DRAWN BY, G M ALLIANCE PM, VERSION, V05.3 PROJECT ND 01- 09-04 DRAWING TITLE, K SCOPE OF WORK SHEET NO, MB05 S.0.201", SHEET N01 SHEET NOI 2 32 n h NOTES 1. ASSUMED SOIL BEARING CAPACITY = 2000 P.S.F. LATERAL SOIL PRESSURE = 250 P.S.F. PER FOOT OF DEPTH CONCREIE = 3000 P.S.I. AT 28 DAYS REINFORCING = DEFORMED BILLET PER A.S.T.M. A615 GRADE 60 2. IT SHALL BE THE RESPONSIDILITY OF THE GENERAL CONTRACTOR TO PRO'IDE REQUIRED LOAD TESTS OR OTHER ADEQUATE PROOF AS TO T iE PERMISSIBLE SAFE BEARING CAPACITY OF THE SOIL. 3. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR [MODULE No. 1 12'-11 1/2" MODULE No. 2 13'-8" 4 T5 37 94'-9" o/c, STEEL. BUILDING MODULE No. 3 94'-3" o/o STEEL BASE FRAME MODULE No. 4 13'-8" MODULE No. 5 1 S-8" MODULE No. 6 MODULE No. 7 12'-11 1/2" TO ACCLRATELY POUR ALL FOUNDATION TO THE PROPER 12'-11 1/2" 26'-7 1/2" 40'-3 1/2" 53'--11 1/2" 67'-7 1/2" 81'-3 1/2" 94'-3" ELEVATICNS AS SHOWN ON THE APPROVED FOUNDATION PLAN AND SET ALL ANCHOR BOLTS AND / OR WELD PLATES TO PROPER DIMENSIONS AND ELEVATIONS. i� 4. BOTTOM OF ALL FOOTINGS TO BE CARRIED TO A MINIMUM _ _ 8'-2" 1'-10" 8" 3'--0" 11'-3" 2'-8" 1'-6" 3'-6" 6'-0" 1'-6" 11'-5 1/2" OF 1'-O' BELOW LOCAL FROST LINE. -- 4"0 TO SANITARY A,---- 4"0 TO SANITARY A SEWER BY G.C. SEWER BY C.C. - - >C- ._ ----------- - ---- rr, -- ---- ---` --I --------------------------' -- ---I -- I I _ _ _----------------- --- I ------ - ---- -------------- ---- I -_------- -- I -----_-------_--- - -------®----- ---1--------_--------------------- ---'1 -- I -------- BLOCKOUTI r IN FOOTING "D 6.17 k AFOOTING "D" FOOTING "C" FOOTING "C' "" CA FOOTING 'C' " FOOTING 5.31 k 19.93 k 19.94 k 19.52 k 19.94 k I eJ FOOTING C � 19.5E k _ -------, oi 6„5„ 3, 1„ 5,-7_1'_p„ � o I _cDI I `' I FOOTING A _ ' I 3'-8 3 4„ �. - 6" 2'- U° I 12.-N3kG , 2'-0" fl -r' 1'-8" 2'-0" S_0" A� cli I , o t BLOCKOUT IN ------_ <-, _ -----___---- I FLOOR FOR ELECTRICAL U ; - _ I _ ------- �.,, r 1 1/2" W SERVICE AAA �- I I ' FOR cal BUILDING I cv T , BLOCKOUT IN BUILDING - ----- I FOOTING " " BLOCKOUT �~- FLOOR FOR ELECTRICAL -+ -� '�I 2'-U' i� - 00 NG D „ „-- „ „ „ G.C. TO EXCAVATE A „ „ fu "---� 12.33 k QQ FOOTING C I FOOTING C IN BUILDING FOOTING 'C F0011NC 'C -- FOOTING C I - FOOTING C ----; - 19.00 k 19.00 k FLOOR FOR 19.00 k "� 19.00 k 19.00 k 2'- 0x 2'-0' SQ. x 16.09 k �,' 1 1 1 I 1'-O" DEEP HOLE FOR I I 4"0 TO SANITARY2" ELECTRICAL P-TRAPS ; SEWER BY G.C. BLOCKOUT IN BUILDING (TYPICAL 12 PLACES) q'-11 1/4" 2'_p" T 1�8 - i b I I FLOOR FOR ELECTRICAL 1 -0 ~ ------- a I in 1 A I I I - TS `. 41,0 TO 1�L' >_ _ I I � FOOTING „DI, I I I i 1 I � I � - -- �-------� , I / 12.33 k _ _ 2 0 .� CREASE - IN fF_RCF_PTOR J �] P i .. ____ _______ C,J � � -_ BY G.C. ,� I o V) FOOTING D FOOTING "C" FOOTING C FOOTING C -FOOTING "C' FOOTING C FOOTING "C' 19.00 k 19.00 k 19.00 k 19.00 k 19.00 k I 4"0 TO GREASE 4°0 TO SANITARY II ; INTERCEPTOR N SEWER BY G.C. _ _ _ _ o i o i i I SEE SITE PLAN FOR FINISH I BY G.C. - -- - - I D-0 i N j FLOOR ELEVATION 1'-8" 6'-3 1/2" 2'--0" 4"0 TO SANITARY I I SEWER BY G.C. C'J 1 � I fl 1 I _ >r BLOCKOUT IN - `T` I f I FOOTING "D" BUILDING FLOOR I I I „ j FOOTING "D" 12.33 k - FOOTING "C' FOOTING "C" FOOTING ' C" FOOTING ' C FOOTING C" FOOTING C 12.33 k FOR G.C. CONDUIT 19.00 k TRENCH FOR D.W.V.PIPE I 19.00 k 19.00 k 19.00 k 19.00 k 19.00 k I 4"0 TO SANITARY I G.C. TO DETERMINE TRENCH 1'-11 1/2" 2'_0" II SEWER BY G.C. r.:..:....:..:.:.:.:. I I I I 1 ..... cac.'..'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'�a'.'.'.'.'.'.'.'.'.'.'.:. I DEPTH (MINIMUM DEPTH TO - I I .............. .................. BE 2'-0") I Q........... ...:......................... :..... I _ L . '.'. " FOOTING ' D' .'.. '.'.'.'.'.'...'.'.'.'.'.. „ „ „ , „ " FOOTING B FOOTING B' FOOTING B " " FOOTING "D" O ............. w FOOTING C FOOTING ' C' .'' .'.'.... ' � 23.4 k 23.82 k 23.82 k I.'.'.'.'..'.'.'.................................................. 23.40 k 20.79 k I ..._.: 6.17 k:....:..:..:...:.:...:.:.....:......:......:..:.....:......... FOOTING „C" I I I I I ---- 6.17 k 20.79 k I hl ' i ........'.'............ _.......................' W ____________ __ ___ __ ---------- ----- _______ ______-._ _______ ________- ________ _____ ----- _________ ___..___ '____-__ ____....-_ _ ____ ____ ________ ________ __ _______ ____ - ____ _________.._______ ________ _ _ ____ __ ___-___ ______ _ ____ _ � _. .._.. 1-----440 TO SANITARY SEWER BY G.C. FRONT OF BUILDING NOMINAL TOP OF WELD PLATES ARE 12" (±1/4") BELOW 6'-7 3/4" „ STATED FINISH FLOOR ELEVATION, SEE SITE PLAN FOR _ 12 _ 8 FINISH FLOOR ELEVATION. ALL WELD PLATES TO BE AT f SAME ELEVATION- TIES TO BE A CLOSED HOOP FOUNDATION PLAN TIED AT CORNER DIMENSIONS ARE TO ORIGINATE FROM THE HEEL SCALE: 1 /4' = l'-O" 8"x 12"x 1 /4" STEEL WELD PLATE ALL PULL OF THE PERIMETER BASE CHANNEL 3/16°-4--1/2"0 x 8" LONG S• Q SEE SITE P-AN FOR FINISH FLOOR ELEVATION _ _�--- STEEL WALL ----- STEEL BASE FRAME - WELD PLATE ----_-.-- 4 4 'VERTICALS AT 18" SQUARE ..4 .d.. . . ° d . FROST LINE o (3) #4 TIES , ° I - -- ' ' d #4 RODS EACH WAY ; • �, 12" MA). SPACING .' '' ' d• I a I 4" HOOK ml 4'-0" FOOTING "B"- I In 7 -9" FOOTING "C" 0 CJ N V S-O" POUTING "D" a (V TYPICAL FOOTING DETAIL L W SCALE: 1/2" = l'-O" WELD PLATE DETAIL SCALE: 1 1/2" = 1'-0" SEE SITE PLAN FOR FINISH FLOOR ELEVATION STEEL BASE FRAME - -*-WELD PLATE------, d- L___ __ 4� ($) #4 VERTICALS ° °" ° ° ° a4' I. • d AT 24" SQUARE • : . 9'..°•p v°. ° r r4' ° FROST LINE (3) #4 TIES - • ° . . < r_•- _ • I : ° 4 'Q 17 #4 RODS EACH WAY ' ..: • ' . f•• I. •d I'4� 12' MAX. SPACING p o " a 8 HOOK 4'-6" FOOTING "A" TYPICAL FOOTING DETAIL SCALE: 1/2" = 1'-011 ABBREVIATIONS A(3ENCY APPROVAL ThuAct of prim; Comply with o Florida adhere fJulldln0 I B.S. = BUILDING SUPPLIER - MADISON INDUSTRIES Act of 1915 Construction Codes and adtl0ro tc'the iollotvin0 criteria: (:Oiist. Type M.S.C. = MADISON SITE CONTRACTOR Occupancy - -- O I G.C. = GENERAL CONTRACTOR Allowable No. 1 + FTC. = FOOTING Of Floor's a,0 i ELEV. = ELEVATION bviR? Velocity Fire Rating of SQ. = SQUARE Ext. Kills SCALE: 1/2" 1'-0" _ _ _ Moor Load i�0 - O/C - ON CENTER SECTION t Approval Date 1/7,10 i I C/C = CENTER TO CENTER PSI r7 SCALE: 1/2" = l'-O" S.i.t P,Iotttslar Divsion 0/0 - OUTSIDE TO OUTSIDE T.O.I. = TOP OF ISLAND SEE SITE PLAN FOR FINISH /FYp, SEE SHE PLAN FOR FINISH �- S FEEL WALL SEE SITE PLAN FOR FINISH - -STEEL WALL © = AT FLOOR ELEVATION 3/16" ji 4' LG. 0 72' O.C. FLOOR ELEVATION FLOOR ELEVATION - CENTERLINE ---------------- - -'------'------_ .. -------------- -- � = BUILDING LINE STEEL BASE FRAMES STEEL BASE FRAME TYP. STEEL BASE FRAME WELD PLATE -I WELD PLATE - 3/16 4 WELD PLATE - _ ✓ 3/16 N.S. = NEAR SIDE --�� AT MODULE LINES �� -� F.S. = FAR SIDE d ° ° '�, TYP. = TYPICAL d• d. S' STEELANGLE/ CLIP 4' I.G. .a a. d 4 I. ° a. ° TO FILL GAP SPACING d q .A. d ,. a • aA 4. - •�_ . q . e�. q DENOTES WORK TO RE DONE IN THE FIELD BY GENERAL CONTRACTOR TYPICAL FIELD WELDING AT MODULES DETAIL_ TYPICAL FIELD WELDING AT PERIMETER DETAIL ALTERNATE FIELD WELDING AT UNLEVEL FOOTING DETAIL BY MADISON FIELD ERECTOR SCALE: 1/2" = l'-O" SCALE: 1/2" = 1'-O" SCALE: 1/2" = l'-O" -MAT TO BE A CLOSED HOOP LAID ON HOOKS OF VERTICAL RODS AND TIED AT CORNER TYPICAL FOOTING REINFORCING DETAIL CLIENT, baft BP AMAOCO, U3A ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend Lea8e Global_A.11iance 200 EAST RANAOLPH DIRK - MAIL CODE 6000 DESIGN TcAM McMBE/,' I/TLF• m 'THE SAOOL OF VIIAUr( MADISON 1035 IRIS DRIVE, S.W. - CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No. W30368 BLDG. HAND SHOWN SCALE, 1/4' = 1'-0' MODEL, 4200BP905_VO5.3 NO, DATE REVISION DESCRIPTION SEAL, /I y NAME, ROGER S. LINGERFELT, P.E. LIC. NUMBER, 35G7-1 CONFIDENTIALITY STATEMENT', THE RECIPIENT OF 'THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. ANU ALSO, THAT THE MATERIAL'S CONTAIN PRIViLEDGEO AND CONFIDENTIAL BUSINESS INFORMATION OF OP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF TIIE MAIERIAL5. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILAD,IE, AND RECIPIENr AGREES TO RETURN ALL MATERIALS TO UP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF UP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT BIDE QBR SITE ABDRESS� ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL ss# ............................ DESIGNED BY, ALLIANCE Z&DMI CHECKED BY, BP REPMI DRAWN BY, G.M. ALLIANCE PMI VERSION, ~�/05.3 PROJECT NO, 01-0��/9l-e��04 DRAWING TITLE, FOUNDATION PLAN SHEET NO, MB05 sli SHEET NO, SHEET NO, 3 32 h h h h h r c� I 0 LO LO L,J - LLJ 7 .. cr) M CJ CJ CSJ I J I <Y n I =:r I J I / CJ 94'--9" o/o STEEL BUILDING MODULE No. 1 13'-2 1/2" MODULE No. 2 13'-8" MODULE No. 3 13'-8" MODULE No._4 13'-8" MODULE No. 5 13'-8" MODULE No, 6 138" MODULE No. 7 13'-2 1/2" _ i- 12'-8 /, l 2 „ „ „ 3„ 3 „ 3,,,_, r-,3' 13 -2 3 '� (�3 13' 2 3 �3 1:S -2' 3„�' r_.3" 13'-2" 3°-- �-3° 13 2„ I -- J® 8'-2" 1'-1U" 8" 3 O„ "6' II 1 5,1.2 C12x20.7 C12x20.7 C12x20.7 C1'L x 70.7 C12 x 2.0.7 ___ _ -05x6.7 _ _ _ ____ -- ---- ---- --- C12x20.7 «� I I II � II II BLOCKOUT IN Sx10 WBx10 I-FL-O-OR- W8 x 10 W8 x 10W8x10 ------------------------- -IIIIIIiIIIIIi G.C. USE I-____________________---_--___-- -------------------- ---------------- -------------------------- IIIIII IHIiIIIIItIII _---`fl- -FO-R_ --- _ IIIIIIiIII - \a IIIIIIII ' 5,-7, I II II II � II II WS x 10 W8 x 10 W8 x 10 II W8 x 10 x-10---- __ ___.-------------------------- --------------WB ---------- BLOCKOUT IN ii W8 x 10 BLOCKOUT IN ii ii w BLOCKOUT IN FLOOR FOR fFLOOR FOR it G.C. USE `_o FLOOR FOR f G.C. USE o II �- G.C. USE II C9 I� W8x10 W8x10 ;i W8x10 W8x10-� -__ __ ---- II W8x10 1 ---- -1 W8x10 ----------------------------------- _�� --------- ------------------- II II 6" 3'-8 3 4 / ---- - BLOCKOUT IN - 1'-0' 3, , 2 _..8 1 0, FLOOR FOR S, C.C. USE Q BLOCKOUT IN II � II WS x 10 �i W8 x 10 ii W8 x 10 ii FLOOR FOR - a;� W8 x 10 ii W8 x 10 II II ---------------------------------- 1 -------------------- H II W8 x 10 B.S. USE --'.F H- -- - _------__ ---------------------------------- I I I I II II II II II tl L-�T L- 2 I II I I II '.I II II II II �� I II 'I II II I I �I II II II II II � II II II W8x10 I W8x10 W8x10 W8x10 II I---------------------------------- II W8x10 W8 x 10 II I I II �I '3II II II N II II N N II '1 o N II Q 11 N II a N o N cat I II N N II II II x X x x x yx CA rJ I x N X N x N X N I x N U N N II N II N C.J N_ U W8x10 - - ----------------------- CJ - I I C) W8x10 ----_------------- - ___ CJ _ _---- I I V !i W8x10 II----------------------------_--- t? I I -------------- W8x10 I ii -__=----- W8x10 l l I W8x10 - ------_------------------------ .----_= - -------_-------- II ------_-------- W8 x 10 W8 x 10 W8 x 10 W8 x 10 W8 x 10 W8 x 10 II --------------=------------------ II ------------------------------------- -------_.- - - - - - - - - - - - - - - - II ------------_----_------------- II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------=- -------------------- - -- _. it II II I II I II II �I II II II it II II 22 GA. TYPE 'F' - STEEL FLOOR �\ DECKING. I II W8x10 i W8x10 ii W8x10 ii W8x10 W8x10 ii W8x10 I ------ -----------------.-------------.--•--------_ II -------------------------- II I I FASTEN TO EACH FLOOR ill " JOIST WITH # 14 x 1 1/2" LONG TYPE AB SELF TAP - II II II I I II II II 'li ;, PING SCREWS 0 12" O.C. W8x10 WBx10 W8x10 " W8x10 W8x10 W8x10 MAX. SPACING. II II II -- - - -' -------------------------------------------._------------------- ----- II ---------------------------- - - -.-- ;I it I CONCRETE FLOOR SLAB OVER TYPE 'F' DECKING. MIN. 3 1/2" THICK WITH 2500 psi MIN. COMPRESSIBLE STRENGTH I __ I C12 x 20.7 I C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 C12 x 20.7 1' 6" UNLESS NOTED Q(HERMSE 3" 12'-8 1/2" 3" 3" 13'-'L" 3" 3" 13'-2" 3"`- 3" 13'--2" 3 3" 1�-2" 3„ 3" 13'-2" ALL PULL DIMENSIONS ARETO OFIN ORIGINATE FROM FLOOR FRAMING PLAN PERIMETER BASE CHANNEL SCALE: 1 /4" = V-O" 3/16 2 1/2 - 36 C12 x 20.7 3/16 2 1/2 - 36 N.S. & F.S. FLANGE 3 x 2 x 3/16 (S.L.V.) SECTION SCALE: 1" = V-O" 5.12 N �- SECTION SCALE: 1" = 1' 0" 5.1.2 N SECTION SCALE: 1" = 1'-O" !�----------- --- ---------------- Cl 2 x 20.7 zi-4x3x1/4 �4x3x1/4 T.S.3x3x3/16 2 - 5 8'0 A307 MU.'s 2 - 5/8" 0 A307 MB.'s 2 3/4 - l 2 3/4" SECTION - PLAN Gs.5 SCALE: 1" = 1'-0" N SECTION SCALE: 1" = 1'-0" 20 GA. STEEL CONCRETE STOP co CHANNEL (BY MODULE LINE) ELEV. +0 -0" FIN. CONC. iw Ln - W8 x 10 --�_�� -1/2" DIA. X 1 1/2" A307 BOLTS TYP. 3 PLACES 21/2-36 3/16 43x4x1/4(S.L.V.) C8 x 11.5 V-3 3/4" 4'-6" SECTION SCALE: 1" = 1'-O" 2 k 4 x 3 x 1/4 2- 5/8"2 AJ07 M.B.'s T.S.3x3x3/16� - 3/16 44x3x1/4 G G12 x 20.7 C� I I p , N I a] I 2 N SECTION 0 PLAN SCALE: 1" = 1'-0" � S•1.2 10'-5 1/4" RECESSED FREZZER OPN'G C6 x 8.2 3'-2 1/4" N •- C12 x 20.7 --C6 x 8.2 I �� W8 x 1 I x-8.2 ---=------=------- ---- =----C6 II I ; - I I I I W8x101 I �• C6x8.2 I � � I ��LS (SLV) 3'x4"x1/4' r co X 11.5 ---C8 W8 x 10 10'-8 I j I RECESSED FREEZER OPENING I W8x10 I -------------- - - - - - - - - - - - - - --- I W8x10 ---------------------------------- I I '3I I I x I cal I U W8x10 I I I �I I I I I I W8x10 ----------------------------- --- I I I I I I I I I I W8x10 I I I I I I I I I W8x10 ------------------------------------ I I I I N I I I I I I I II I I IF SECTION SCALE: 1" = 1'-0" 3" . Z_ 3 x 4 x 1/4 (S.L.V.) - -C6x8.2 C6x8.2� C12 x 7.0.7 2'-5" 4" 3" C12 x 20.7 12'-8 1/2" 3" r-) :Ln N co '==r N I I 3 111�S.1.2 '� I d- CIA _ �) `-12 GA. PLATE WIND FRAME (TYPICAL) r� , "A r-- Q o N N x ,i x I I , ,I C12 x 20.7 C12 x 20.7 2 - 5 WO A307 MB.'s - - 2 - 5/8"0 A307 MU.'s 44x3x1/4-44x3x1/4 T.S.3x3x3/16-T.S.3x3x3/16 Z_3x2x3/16 43x2x3/16 2 3/4"- -2 3/4" _ .� SECTION -PLAN�_ SCALE: 1" = 1'-O" 5.1.2 ----;A(3[.N(;Y APK)OVAL 'these prints comply volt T the Florida Manufadured Buildi 19 Act efi 99l9 Cvnstruciiom Cude.; and adiTer+. tv the Iollovaimy criteria: CoHst. Type �.._ Tp Occupancy AllGv ik- No. Of Flours Wind velocity Fir; Ratim0 of $) Ext.'/Valls _ ----..- Floor LoadApproval Date 1/?3/04 -_ PSI IMIodularDNI/" )n CLIENT, bp ,Zi .... . .... . . HP AM000, USA ALLIANCE MANAGER, AGENT FOR BPI __00"mp. Bova Lend Lease Gl®balA 111ance 2U0 EAST RAHDOI PH DME - IAI I CODE 6000 CMAW,111t 10 WN VE570 7E4,V AQt,6ER T/TLE, m '1HE %am OF QumP' MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 - FAX 770 785--7967 MADISON JOB Na. W J ®3 V 8 BLDG. HAND SHOWN? SCALE, _1/4' = I'-U' MOBELI 4200BP905_V05.3 NO. DATE REVISION DESCRIPTION SEAL, /V y NAME, ROGER S, LINGERFELT, P,E, I H: NuMyi [I 3 77 f;ONEILIENTIALITY STATEMENT, THE RECIPIENT OF THE5E MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY OP, AND ALSO, THAT THE MATERIALS CONTAIN PRIHLEDCED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PART/ AND AGREES NOT TO MAKE COPIES OF FURTHER THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENTI MODULAR(NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BYI ALLIANCE Z&DMI CHECKED BY, BP REPM, DRAWN BY, G.M. ALLIANCE PM, VERSIIOON,, V05.3 PROJECT NO, 09-04 DRAWING TITLE, FRAMING PLAN SHEET NO, MB05 S.1.2 SHEET NO, SHEET NOI 4 32 D i' G m 0 cc I MODULE No. 1 13'-2 1/2" —3„ 12'-8 1/2" M x R.9 Tn� = 1V-n 1/9" ROOF FRAMING PLAN SCALE: 1/4" = V-0" MODULE No. 2 13'-81, 13'- 2„ PC v R? T n C - 11'-n 1 /9" T I n ., z ., (N' A3/4 N.S. ) SECTION SCALE: 1" = 1'-0" 4 4 x 4 x 1/2 LIFTING CLIP (STAGGERED) 0 18'-0" O/C MAX. W/ 3 - 3/4"0 A325 H.S.D.'s (TACKWELD NUT TO FLANGE OF CHANNEL) C15 x 33.9 - � 3/16 —�1 S4x7.7 S4x7.7 S4x7J C8 x 11.5 SECTION r4 SCALE: 1" = 1'--0" MODULE No. 3 13'-8" 13'-2" rF v R 7 T n C — 11'—n 1 /7" 1 1/2" 01 . , 1N5 8 0 A307 M.B. � , zx 3x2x3/16 1/4x3xU'-T3/4 ) �' T.S. 3 x 3 x 3/16 LIFTING PLATE 3 16 ' 3 x 2 x 3/16 / f-- - --- 3 16 -- '�--- - - - ------------ I C6 x 6.2 ------ C / c.J I ______________ '_--� __-___.___..___. �r .} - - _ :'i i�r-=; =_-___ _2 ---- - _ r - --- - - �i ---- z� 2 1/2 x 2 x 3/16 �c� 2 1/'2 x 2 x 3/16 --- - - ---- ---`-------------- T. S. 3 x 3 x 3/16 T.S. 3 x 3 x 3/16 C " Q --- - - 00 2­5/8 0 A:307 M.B.S +; SECTION ; PLAN 1 SECTION SECTION - PLAN 2 SECTION eS1 SECTION - PLAN 3 SCALE: 1 ' = 1'-0' s.t.3 SCALE: 1" = V-0' S.t,3 SCALE: I" = 1'-0" 13 SCALE: 1 = 1 -0 SCALE: 1 = 1 0 S.1.3 6„ 1-11A.C. UNIT—­1 3 1/2" x 1 1/2" x 4" WIDE CANT. CAULK —� 12 GA. GALV. ROOF CURB 160A. CLIP ANGLES (6 PER UNIT) - #14 x 3/4" TYPE AD 5M SCREWS (FIELD INSTALLED) WITH WASHERS 4 PER CLIP 2 PER --------------- CONNECTION b� WIREWELD WATERTIGH IT CONT. CAULK z DECK TO CURB & DECK SEAMS I SHIPPING HEIGHT (10'-8" MAX. -------------------____-_ 1/2"0 x 1 1/2" LG, MACH. DOLTS FIELD DRILL & FASTEN 0 16" O.C. AND ENDS. 20 GA. GALV. STEEL ROOF 1 FIBER UOARD INSULATION DECKING WITH INTERLOCKING 12 GA. GALV. ROOF CURD7 W/ INSULATION STICK CLIPS STANDING SEAMS AT 16" O.C. (MODULE LINE INSTALLED) FASTEN DECK TO CURB WITHHVAC SUPPORT CHANNEL #14 x 3/4" TYPE A SM SCREWS WITH WASHERS 0 8" U.C.. SECTION �v e SCALE: 1" - 1'-0" Building Of Floors Allowable 94'-9" o/o STEEL BUILDING MODULE No. 4 1.3'-8" 33" 13'-2" II 3 S.1.3 ('F v A 9 T n C 11'—n 1 /9" MODULE No. 5 1.3'-3" 3"cif .3" 13'-2" Pk v R 7 T n 1; = 11'—P 1 /7" MODULE No. 6 13'-B" Y , f3Y 13'-2" m x 8 7 T.r1 -= 11,-0 1 /7" MODULE No. 7 13'-2 1 /2" �3° N fr) 7CJ 0 I zr) ` N �o �12 GA. PLATE WIND FRAME (TYPICAL) C8 x 11.5 4 2 1/2 x 2 x 3/16 4 2 1/2 x 2 x 3/16 T.S.5x3x3/16 2-5/8"0 AV M.B:s 2-5/6*0 A607 M.B: s 1 1 /2" �-- - 1 1/2" ELEV. +11' 1 ' ELEV. +11'4' o.s. T.O.S. C6 x 8.2 `,' r, C15 x 33.9 C8 x 11.5 ELEV. I-10'-6" - ELEV. +11'-6 1 2' I C6 x 8.2 T.S. 3 x 3 x 3/16" --\ I COLUMN ELEV. +10'-2" 4-3 x 3 x1/4 --%� TYP. BOTH SIDES—1-5/8"0 A307 M.B. SECTION 3/16 SCALE: 1" = 1'--0" bp ............ AGtE'Y A P'RC}eIAE_ � These r os n'rs comply 4vith the 'rIc)rida 'lanu actured A.cf of 1979 CDnstructiun Curios and aciherq fa the iDllov)in9 criteria; I;Unsi. Type Ucrupancy (Vc1. 3 'JIPi(IsiVelocity Fite RsJIncl of U > r.8. ti'jalts - --.. Ff+D+Jr Load ,",ppratJtal[laze i PSP11ndlst 1r Di lsi(�n USBovis GlobalAffiance A MADISON - 01-09-04 O MB05 S.1.3 FRAMING GLIENTI BP AaAQCO, ALLIANCE MANAGER, AGENT FOR BPI Lend Lease CW LriV I I Y11VN1..1 1 r UWE I141+1. VV4M 1/1IVY CHCAQA, LiWO1S 8t)BDi DESIGN TE4M MEMBER T/TLE.• o 'I 'TIiE SYMBOL OF WA;JTT" 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-1401 •FAX 770 785 -%967 MFlDISON JOB No. Y''!lnne,,�o368 BLDG, HAND SHOWN MppE-I I 4200BP905_V05.3 N0, DATE REVISIDN DESCRIPTION SEAL, W �y� NAME, k[iGFR S. LINGERFE.LT, P.E. I IC, NUMBER, 35677 (,T)t�F DFNTIAI..ITY S'1-ATE9ENL THE RECJAIENT OF h1E5E MATERIALS UNDERSTANDS THA( CUPYRIGHF IN THE MATERIALS IS U4MEU DY LIP, AND ALSO. THAT THE MATERIALS CONTAIN PRIViLc`DGED AND CONFIDENTEAL BUSINESS VNFURMATION OF OF. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFfDENCE AND AGREES NOT TO DISCLOSE "THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT 7U MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR 1MTi1CH DP HAS TO THE MATERIAlS AVAILA9�=, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO DP EITHER UPON COMPI FHDN OF THE INTENDED PURPOSE OR UPON '[HE REQUEST OF 9P. YhIIC:IEVER COMES FIRST. DEVELOPMENT INFORMATIDNI MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD SEAM CAFE ASS RIGHT SIDE S- R SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL DESIGNE➢ BYI ALLIANCE Z&IIMI CHECKED BYI BP REPMI I]RAWN BY, GM ALLIANCE_ PM, VERSION, Vo5.3 PROJECT NClI DRAWING TITLE, ® ROOF PLAN SHEET NNI SHEET NGI SHEET NJI GLIENTI BP AaAQCO, ALLIANCE MANAGER, AGENT FOR BPI Lend Lease CW LriV I I Y11VN1..1 1 r UWE I141+1. VV4M 1/1IVY CHCAQA, LiWO1S 8t)BDi DESIGN TE4M MEMBER T/TLE.• o 'I 'TIiE SYMBOL OF WA;JTT" 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-1401 •FAX 770 785 -%967 MFlDISON JOB No. Y''!lnne,,�o368 BLDG, HAND SHOWN MppE-I I 4200BP905_V05.3 N0, DATE REVISIDN DESCRIPTION SEAL, W �y� NAME, k[iGFR S. LINGERFE.LT, P.E. I IC, NUMBER, 35677 (,T)t�F DFNTIAI..ITY S'1-ATE9ENL THE RECJAIENT OF h1E5E MATERIALS UNDERSTANDS THA( CUPYRIGHF IN THE MATERIALS IS U4MEU DY LIP, AND ALSO. THAT THE MATERIALS CONTAIN PRIViLc`DGED AND CONFIDENTEAL BUSINESS VNFURMATION OF OF. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFfDENCE AND AGREES NOT TO DISCLOSE "THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT 7U MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR 1MTi1CH DP HAS TO THE MATERIAlS AVAILA9�=, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO DP EITHER UPON COMPI FHDN OF THE INTENDED PURPOSE OR UPON '[HE REQUEST OF 9P. YhIIC:IEVER COMES FIRST. DEVELOPMENT INFORMATIDNI MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD SEAM CAFE ASS RIGHT SIDE S- R SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL DESIGNE➢ BYI ALLIANCE Z&IIMI CHECKED BYI BP REPMI I]RAWN BY, GM ALLIANCE_ PM, VERSION, Vo5.3 PROJECT NClI DRAWING TITLE, ® ROOF PLAN SHEET NNI SHEET NGI SHEET NJI D n D D D D D D M o U a A.2.2 , co i w MODULE No. 1 'IS-3 1/2" 1(C A.2.2 94'-11" o/o BUILDING MODULE No, 2 1:S'-8" MODULE No. 3 13'-6" MODULE No. 4 13'-a" MODULE No. 5 13'-8" MODULE No. 6 13'-B" , MODULE No. 7 13'--3 1/2" ^i 35'-4 3/4" SHEAR WALL (SEE DETAIL DRWG. No. A.1,1) _ F FLOOR PLAN SCALE: 1/4" = 1'-0" 4"'� L— \J U v nuv vL (I1F11I J L L;I } f 1— I — _______ I ---- — I �- -- ---------v_----_---------- f �------------------� --.__.._-------------"-- - - �- - _ ^- -----_-,--.----/-- -_�.-_._-»---__.-_.-..-.-.-----, ,-_..---------------_---..-_.._--_... _._----_. ----- ------------------ -_. -- /1 J u V2L ROOF FRAME CHANNEL ROOF FRAME CHANNEL �x 'x A 14 x 3/4" TYPE AB �ASTENERS @ 8" 0/0 -� FASTENERS s`� 8" O/C Q B x (TYP. 0 T&B OF EACH PANEL) x (TYP. 0 T&B OF EACH PANEL) �- 2 ;x #14 x 3/4' TYPE AB FASTENERS ;x #14 x 3/4" TYPE AB FASTENERS !�J 0 18 0 C RIB TO RIB " irife � gf � �� / � 18 0/C RIB TO RIB p (TYP. 0 EACH RIB) (TYP. @ EACH RIB) Final In , Datei_ - - - ��� 1�_ __ n " I WALL PANEL W/ 3„ r C� WALL PALL 3" RIBS RIBS 0 16" 0/0 016° 0/C /C I x x HiLTI SHOTS 0 8" 0/C i 3 - 3/16"O S.S. POP y yVl r ; x x� f RIVETS PER PANEL , FLOOR FRAME CHANNEL FLOOR FRAME CHANNEL TYRI ,& SHEARWALL FASTENING DETAILS SCALE: N.T.S. tL Ix r ELI s V) 7 1 /'2" ir) AGENC Y APPROVAL -----_. _I These prints comply viltil the Florida uInUfactured Building Act of 1919 Construction Cods)e art;, adhere to the following criteria: COriSt. Type - v1 �. ILI Occupancy Allowable NO. +� Of Floors 130 Vinci Vetocity _ Fire Radily Of Ext. Waft Floor Load AppTBvai Date _ 1/23/04 PSI Modular D1vsioI I I E NG SQUARE FOOTAGE 4,200 SQ. FT. DENOTES WQHIK TO BE I�NE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp BP A, USA ALLIANCE MANAGER, AGENT FOR BP, BOVIS �en r Lease G1obalAlllance WO EW RANDOLPH OWE - MAIL CODE WW CHICAQ0, LLN018 WW DESIGN 7FArt/ ME118£R Ir. 'THE Smu_ OF WO-urr MADIS ►N 1035 IRIS DRIVE, S,W. • CONYERS. GA 30094 770 483-4401 • FAX 770 785-7967 MA131SON JOB No, — BLDG. HAND SHOWN SCALE, 1/4' = I'-0' MODEL, 4200131'905_V05 NO, DATE REVISION DESCRIPTION I SEAL, NAMEI ROGER S, LINGERFELT, P,E, ICNUMBER, 35G77 ONFID NTIA TY STATEMENT: 'IHE RECIPIENT OF IHESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MAIERIALS IS OWNED DY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIV•LEOGEO AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, T"iE RECIPIENT AGREES TO RETAIN 'THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIM.TEO PURPOSE FOR WHICH BP HAS MADE THE MATERIA.S AVAILAULE, AND RECIPIENT AGREES TO RETURN Ail MATERIALS TO RP EITHER UPON COMPI_RON OF THE INTENDEO PURPOSE UR UPON JuE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR sI'I'E ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNE➢ BY, ALLIANCE Z&DM, CHECKED DY, 3P REPM, DRAWN BY, G.M. ALLIANCE PM: VERSION, r 053 PROJECT NO, 01-09-04 DRAWING TITLE, =L OO R R'L.AN SHEET NO, MB05 All SHEETNDI SHEET NG, 6 32 h D a Ur 5 FLOOR COVERING PLAN SCALE: 1/4" = 1'-0" NOTE: TILE AT MODULE LINES OF BUILDING TO BE INSTALLED AT THE JOBSI iE. FLOOR COVERING COLOR SCHEDULE T1 12" x 12" CERAMIC TILE, COLOR: ROCKS ALPI MANUF: FLOR GRES, OBTAINED FROM IMPO GLAZTILE T2 12" x 12" CERAMIC TILE, COLOR: ROCKS ATLANTE MANUF: FLOR GRES, OBTAINED FROM IMPO CLAZTILE T3 OPEN 74 SEALED CONCRETE — MOORE'S SILICONE ACRYLIC CONCRETE STAIN No. 078, COLOR: GREY T5 INSULATED FLOOR PANEL — FREEZER MANUFACTURER T6 6" x 6" QUARRY TILE, DALTILE RED SURETREAD No. 081 SEALED CONCRETE — MOORE'S SILICONE ACRYLIC CONCRETE STAIN No. 078, COLOR: GREY GROUT COLOR SCHEDULE SALES AREA : 1/4" MAPEI 42, "MOKA" BACK ROOM : 1/4' GREY (09) BY MAPEI OFFICE 1/4" MAPEI 42, "MOKA" RESTROOMS 1/4" MAPEI 42, "MOKA" FLOOR COVERING COLOR SCHEDULE T1 LEGEND 11 12" x 12" CERAMIC TILE, COLOR: ROCKS ALPI T2 LEGEND rd12" x 12" CERAMIC TILE, COLOR: ROCKS ATLANTE ALL. Jlnni POINT TERRAllO STRIP BY TILE CONTRACTOR CERAMIC TILE CERAMIC TILE SECTION SCALE: 3" = 1'-0" A•1.2 AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1919 Construction Codes and adhere to the lollosving criterta� Cost. Type I �^ I occupancy AflOmble No. i Of Flours - wind Vd, Dotty Fire Rating of U Ext. lalJalls Floor Loacl __- 100 - - Approval Date 1/23/04 P51 Modular Divsion i DENOTES WORK TO BE DONE IN THE FIELD — BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp . . . . . . . . . . . . ALLIANCE MANAGER, AGENT FOR DPI Bovis Lend Leme GlobalAllldnce 200 EAST RAIDOLPH DVE -14i1A1_ CODE 6000 CFICAW, ILLMIS 60601 DESIGN 7E411 MEMBER T1TL� m '➢1E SYYaOL OF CUXIY MADI ON 1035 IRIS DRIVE, S.W. - CONYERS. GA 30094 'RO 483-4401 • FAX 770 785-7967 W30368 MADISON JOB No. SHOWN BLDG. HAND a SCALE, 114' = V-0' MODEL, 42009P9US-VD5,3 NO. DATE REVISION DESCRIPTION SEAL, v v� NAME, ROGER S. LINGERFELT, N.E. LIQNUMBER, 35G77 CONFrjDENTjAIjTY STATEMENT, THE RECIPIENT OF IHESE MATERIALS UNDERSTANDS ITIAT COPYRIGHT IN THE MATERIALS IS OWNED BY DP, AND ALSO. THAT THE MATERIALS CUNTNN PRIVIL EDGEU AND CONFIDENTIAL BUSINESS INFORMATION of UP. ACCORDINGLY, THE NECIPIFJJT AGREES TO RETAIN RIE5E MATERIALS IN SWICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MAIERIALS TO ANY OTHER PARTY AND FORIFIER AGREES NOT FO MAKE COPIES OF T}iE MAIERIALS. THE RECIPIENT AGREES TO 1-15E THE MATERIALS ONLY FOR IHE L1MI(ED PURPOSE FOR 'WHICH DP HAS MADE THE MATERIALS AVAII.AULE, AND RECIPIENT AGREES TO nEIURN ALL MATERIALS TO BP EIIHER UPON COMPLETION OF TTIE INTENDED PURPUSE Olt UPON THE REQUEST OF DP. 'AHICHEVEH COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCE ZaDM, CHECKED BY, DP REPM, DRAWN BY, G M ALLIANCE PM, VERSIGN, V05.3 PROJECT NOS 01-09-04 DRAWING TITLE, FLOOR COVERING PLAID SHEET NO, MB05 A.1.2 i SHEET NOI SHEET NOI 7 32 n n n VI n 1'-0 7/8" 1'-0 7/8" �V-4"�V-4"11'4' CEILING LAYOUT SCALE: 1/4" = 1'-0" 2'-0" 2'--0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'--0" 1'-2" 3'-9 5/8" co I — — t— I I- I I I I I �] "..� I :' f I I � I I W I I — T '-- t—._—_..__ I� I I I I I I I I I I —---I I I I I I __I._______ I I I I I I I I I ----_-I - _ I I I I �- `�--I- I I I - I--- .____-}-____-_ -I I I I I _--__-_} _ _----____r __ _ I-------_-.- i-_--------_-i----__.- _----_-_----- 7__-_ -- I I I - _ -- -_ --- _- -_ - - -- I I I I I I I I I I----_- _ - I I - --- ---_ _ - ---------------------_ --_._. _— —_—.__---_-- ----_----_-r-----.—__.-.-- ---- — — — — 11 3 8" 11 3/8" 1'-4" 1'-4" 1'-4" ([1'-11 5 8" 4'-0" 4'-0" 4'-0" 4'-0" CEILING HEIGHT AND TYPES ; SALES: 9'-6" WITH USG No. 455 "FROST" 2'-0" x 4'-0" x 3/4" (WHITE) SUSPENDED ACOUSTICAL CEILING PANELS GRID: DONN DX 15/16" EXPOSED GRID SYSTEM (FLAF WHITE) CASHIER: T-6" WITH USG No. 455 "FROST" 2'-0" x 4'-0" x 3/4" (WHITE) SUSPENDED ACOUSTICAL CEILING PANELS GRID: DONN DX 15/16" EXPOSED GRID SYSTEM (FLAT WHITE) HALL: 9'-0" WITH USG No. 455 "FROST" 2'-0" x 4'-0" x 3/4" (WHITE) SUSPENDED ACOUSTICAL CEILING PANELS GRID: DONN DX 15/16" EXPOSED GRID SYSTEM (FLAT WHITE) QSR: 9'-6" WITH USG No. 3270 "CLIMAPLUS VINYL" 2'-0" x 4'-0" x 1/2" (WHITE) WASHABLE SUSPENDED CEILING PANELS GRID: DONN DX 15/16" EXPOSED GRID SYSTEM (FLAT WHITE) BACKROOM: 9'-6' WITH USG No. 32.70 "CLIMAPLUS VINYL" 2'-0" x 4'-0" x 1/2" (WHITE) WASHABLE SUSPENDED CEILING PANELS GRID: DONN DX 15/16" EXPOSED GRID SYSTEM (FLAT WHITE) OFFICE: 9'-0" WITH 20 GA. STUCCO EMBOSSED SHEET METAL CEILING PANELS PRE -FINISHED WHITE RESTROOM: 8'-0' WITH 20 GA. STUCCO EMBOSSED SHEET METAL CEILING PANELS PRE -FINISHED WHITE COFFEE: 9'-6" WITH USO No. 455 "FROST" 2'-0" x 4'-0" x 3/4" (WHITE) SUSPENDED ACOUSHCAL CEILING PANELS GRID: DONN DX 15/16" EXPOSED GRID SYSTEM (FLAT WHITE) COOLER: 7'-6" WITH SIUCCO EMBOSSED SHEET METAL CEILING PANELS PRE -FINISHED WHITE FREEZER: 7'-6" MANUFACTURE STANDARD FINISH 4'-0" 1 4'-0" 1 4'-0" 1 4,'-0" 1 4'--0" 1 4' 0" 1 4'-0" METAL CEILING 1) METAL CEILING SHALL HAVE WASHABLE SURFACE. SURFACE BURNING CHARACTERISTICS PER ASTM E84; FLAME SPREAD = 0 TO 25 SMOKE DEVELOPED = 0 CLASS 'A' BUILDING MATERIAL COLOR : COOLER - WHITE 2) SUPPORTS - CEILING PANELS SHALL BE FASTENED TO ADJACENT WALLS WITH SHEET METAL SCREWS AND/OR 1/8" DIAMETER BLIND RIVETS. SUSPENDED CEILING 1) SUSPENDED CEILING SHALL BE AS LISTED ABOVE SURFACE BURNING CHARACTERISTICS PER ASTM E84; FLAME SPREAD = 5 SMOKE DEVELOPED = 0 CLASS 'A' BUILDING MATERIAL COLOR - WHITE 2) SUSPENSION SYSTEM SHALL BE DONN DX 15/16" EXPOSED GRID SYSTEM (FLAT WHITE) WITH MAIN TEES AT 4'-0" O.C. AND CROSS TEES SHALL BE INSTALLED AT 2'-0" O.C. PERPENDICULAR TO MAIN TEES. J) SUPPORTS SHALL BE # 12 GA. GALVANIZED ANNEALED WIRE FIXED TO MAIN TEES AND ROOF STRUCTURAL MEMBERS AT 4'-0" O.C. MAXIMUM SPACING. 4) LIGHT FIXTURES SHALL BE FASTENED TO METAL GRID SYSTEM WITH ONE 1/8" DIAMETER BLIND RIVET AT EACH CORNER, EACH CORNER OF LIGHT FIXTURE SHALL BE SUPPORTED FROM ROOF STRUCTURAL WITH # 12 GA. GALVANIZED ANNEALED WIRE, 4'-0" I 4'-0" 1 4'-0" LEGEND 2'-0" x 4'-0" LIGHT FIXTURE WITH" x 4'-0LIGHT FIXTURE WITH PARABOLIC IC LENS 1' x 4'-0" LIGHT FIXTURE WITH PARABOLIC LENS ® ACCENT LIGHTING C ACCENT LIGHTING ACCENT LIGHTING Q ACCENT LIGHTING CD ACCENT LIGHTING ACCEN i LIGHTING FLEX TRACK LIGHTING 4'-0" 1 4'-0" 1 3'-11 1/4" MISC. NOTES 1) SECURITY CAMERAS FURNISHED AND INSTALLED BY G.C. I AONOY APPROVAL y These prints comply with the Florida Manufactured Building ACt of 1919 Construction Codex and adhere to the following criteria: Coast. Type V1,-- Occupancy Allowable No, 7 Of Floors €�O Wind Velocity- FireR`rI Rating of Ext, Walls Floor Load 163U Approval Date 1/•�3/O�b � — PSI Modular GivGior9 DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp BP AMOCO, UBA ALLIANCE MANAGER, AGENT FOR BP, Bovis ,I -end Lease GlobalAlnancc 200 EAST RgW-M DWE - MA! (:ODE goon CHICA00. M INW WW DESIGN 7F1M M£M©£R 17/1E. -TRE svum OF WALIr MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 30368._-_ MADISON JOB No. y d SHOWN BLDG. HAND SCALE, 1/4' = 1'-0' MODEL, 4200BP905_VO5 NO. DATE REVISION DESCRIPTII7N SEAL, Y� NAME, ROGER S, LINGERFELT, P.E. LIC. NUMBER, 35677 CONEIDENTIALTTY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS 15 OWNED DY UP, AND ALSO, THAT THE MATERIALS CONTAIN PRIMLEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF OP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO UP EITHER UPON COMPLETION OF IHE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE CSR RIGHT SIDE C SR SITE ADDRESS, ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCE Z&➢M, CHECKED BY, BP REPM, DRAWN BYI G.M. ALLIANCE PM, VERSION, V05.3 PROJECT NO, ®l-09-04 DRAWING TITLE, CEILING LAYOUT SHEET NO, MB05 A.1.3 SHEET NO, SHEET NO, 8 32 23 —8" ROOF STANCHION PLAN SCALE: 1/4n = 1._0" LADDER STAND—OFF BRACKET �� �� —_---_ ,— —_ —_--� ----. ---- -- --------------------- °�1 �''-----------_--___^_—__ — _—___—_^--- '—'—^ __ — — �—~--^^— r--~- —J L_ -- _ ~_~_~--- ----- �.. -__-__ _-_.._-__-- _____-_ ___-_------------ -- - - ___- ________- ____-------------------------------------------------------- --�-- - D—RING CONNECTOR 1 1/2" TALL PITCH POCKET FILLED WITH OSI AFTER STEEL PLATE HAS BEEN FASTENED TO SHEET METAL PANFI S 1/4" STEEL PLATE --� SET IN BED OF OSI FASTEN PLATE TO DECK WITH (4) 12 X 24 2" TEK SCREWS SHEET METAL ROOF PANELS TOP OF D—RING CONNECTOR 11'-10" A.F.F. (MAXIMUM—) CENTERLINE OF ANCHOR STANCHION INSTALLATION NOTE: 1. LOCATED ANCHOR STANCHION POINTS AS INDICATED ON DRAWING. 2. APPLY A BED OF OSI AS SHOWN ON DETAIL. 3. PLACE ANCHOR STANCHION SUPPORT ON BED OF OSI AND FASTEN WITH (4) 12 X 24 X 2" TEK SCREWS AS SHOW IN DETAIL. 4. INSTALL SHEET METAL PITCH POCKET AND FILL WITH OSL LADDER STAND—OFF BRACKET FASTEN LADDER STAND—OFF BRACKET TO MODULAR BUILDING W/ (4) A307 M.B. 12 GA. SHEET METAL PLATE IN WALL FOR LADDER STAND— OFF BRACKET SUPPORT AGENCY APPROVAL These Prints Comply with the Florida Manufactured building Act of 1979 Construction Codes and adhere to the following criteria: Cont.Type __ VI _ occupancy — .---- Allowable No. $ Of Floors lNlnd Velocity _ ISO . Fire Rating of 4 Ext. Wails _ Floor Load ._.._..____ _199-..__..___.__...M. Approval Date 1 /2 3041 PSI Modular Divvion � CLIENT,bp ajgS:. 8P AMOCO, USA ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Leese Globa1A111anc 200 EAST RNOOLPH DRVE - MAC. CODE ONO CHCAOO, ILLWOIS OW DESIGN TEAM MMY R TITZE. hNE SYWOL Of WAUTr MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 - FAX 770 785-7967 MADISON JOB No. W 30368 DLDG, HAND SHOWN SCALE, 1/4' = 1`0' MODEL, 420013P905_VO5.3 NO. DATE REVISION DESCRIPTION SEAL, NAME, ROGER S. LINGERFELT, P,E. IIr NUMBER, 35077 CCINFIDENTIAI iTY STA"rEMENT, THE RECIPIENT OF IHESE MATERIALS VNDERSTANUS THAT COPYRIGHT IN THE MAIERIALS IS OWNED Ely UP, AND ALSO, THAT THE MATERIALS CONTAIN PRIMLEUCED AND CONFIDENTIAL UUSINE5S INFORMATION OF UP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NO"r To MAKE COPIES OF THE MAIERALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMI IED PURPOSE FOR WHICH UP HAS MADE THE .MATERIALS AVAILADL, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO UP EITHER UPON COMP,FHON OF THE INTENDED PURPOSE OR UPON IHE REQUEST OF DP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE ADDRESS, — -- ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED BY, ALLIANCE ZaDM, CHECKED BY, DP REPMI DRAWN DY, GM, ALLIANCE PMi VERSIONI I/ ®5.3 PROJECT N0, 01-09-04 DRAWING 'TITLE, ROOF STANCHION PLAN SHEET NO, MB05 A.1.4 SHEET NO, SFIEET NO, 9 32 n n n n n n n n _3" 13'-2" 13'-10" ELEVATION A SCALE: 1 /4" = 1'-0" A.1.1 13'-2" 13'-2" CENTER SIGN ON ENTRANCE 13'-2" 13'-2' 3„ 1 ��;�1r.•er fAPra,,V*aE E9 E9 These prints cornpty iwith tile e Flhl,n!,f Act Df 137J I, crul ed Buifd criteria: r Dnstrucion Code; and adiTere to the follow' fog Coast. TYPO vi Occt,pancy -_ _- AUowawe uo. - - - - r I )r rf I Mild i/OfOCIiy I . � � E5 • • � _o � Fire h,a.INcJ E8 E2. l=Xk.lAlaits - I1=lour Load Q0 I - — I Approval LT�Tt,, cn fJ:C. Modular uivsio , ... ......... _.__._ ---.._..—..----- .—.- 1 •— :::ii•:•ii::.(:,7,.j;: ?:::•i::•i:irii�.:i•:?i: i::fir:•:•:ii:•::ici:r::iiici:c........ i..........�...... ::::.: � ii:•::i::,:::':•:':!:.:•.......::........................... ............... I.......... :.iiiiii::.:ii: cXJ ::::ii:`:i E1 :.............................................................II::••••• I .......................... ;:>::: u 13'-10" ELEVATION SCALE: 1/4" = 1'-0" 3'-- 4" E4 30'-10 1/2" EXTERIOR WALL COVERING COLOR SCHEDULE E1 EIFS (EXTERIOR INSULATION FINISH SYSTEM) COLOR : "DARK PEARL" SHERWIN WILLIAMS No. SW-2205 SEMI --GLOSS E� LIFS (EXTERIOR INSULATION FINISH SYSTEM) COLOR : "PEARL" SHERWIN WILLIAMS No. SW -BP PEARL (MATCH RAL 1013) SEMI -GLOSS E� 20 GA. SMOOTH SHEET METAL FASCIA PRE -FINISHED BP GREEN E4 REVLAL PRE -FINISHED BLACK E5 PIGMENTED OPAQUE PLASTIC OR FORMED ALUMINUM BULLNOSE WITH NO LLD LASER LIGHT. WITH FLAT RETURNS COLOR : YELLOW PIGMENTED OPAQUE PLASTIC OR FORMED ALUMINUM BULLNOSE WI -RI LED LASER LIGHT. WITH FLAT RETURNS COLOR : YELLOW E7 SHEET METAL CUTTER 20 GA. SMOOTH SHEET METAL PANELS PRE -FINISHED BP PEARL WHITE E8 SIGNAGE BY G.C. CD 20 GA. SMOOTH SHEET METAL PANELS PRE -FINISHED LIP PEARL WHITE DENOTES WORK TO RE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp UP AWW, USA ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend lease Gl®balAllla_rtce MO EAST F+W"-TH DIVE - M& COM soon 0-ICAO0, UAW 80601 DESIGN &4M MEMHER T/TLc; lmml -mE SYMBOL OF WAUTY' MADISON 1035 IRIS DRIVE, S.W. - CONYERS, CA 30094 770 483-4401 - FAX 770 785--7967 30368 MADISON JOB No, y y SHOWN BLDG• HAND SCALE, 1/4' = 1'-0' MODEL, 4200BP905_VO5.3 NO. DATE REVISION DESCRIPTION SEAL, J NAME, ROGER S. LINGERFELT, RE. LIC• NUMBER, 35677 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS 15 OWNED BY BP. AND ALSO, THAT THE MATERIALS CONTAIN PROALEDOED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERALS, THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE UMITEO PURPOSE FOR WHICH DP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON ON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP WHICHEVER COMES FIRST DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONIC CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNE➢ BY, ALLIANCE Z&DM, CHECKED BYI BP REPM, DRAWN BY, G.M. ALLIANCE PMi VERSION, V05.3 PROJECT NO; 01-09-04 DRAWING TITLE, EXTERIOR ELEVATIONS SHEET NO, MB05 A-2.1 SHEET NOI SHEET NOI 10 32 TOP of ARCII CD I =r- 6 1 /2" ELEVATION SCALE: 1/4" = 1' ELEVATION rD SCALE: 1/4" = 1'-0" A.L1 29'-2" S-4" 9'-2 1 /2" - TlD /117 DI III FMI/` J A T UVIY14JI VV I PAINT TO MATCH EXTERIOR (TYPICAL 7 PLACES) AGiENCY APPROVAL These prints comply with the Florida IManufaciured Building Act of 1979 Coastraction Code-, and adhere to the following criteria: Const. Type Occupancy — Allowable No. 1 Of MOTS livind Velocity i C7V Fire Rating of _xt. Walls Floor Load Approval Date _ _ 1123104 PSI ModUkIr D1VS10tT EXTERIOR WALL COVERING COLOR SCHEDULE C1 EIFS (EXTERIOR INSULATION FINISH SYSTEM) COLOR : "DARK PEARL" SHERWIN WILLIAMS No. SW-2205 SEMI —GLOSS E2 EIFS (EXTERIOR INSULATION FINISH SYSTEM) COLOR : "PEARL" SHERWIN WILLIAMS No. SW —BP PEARL (MATCH RAL 1013) SEMI -GLOSS 20 GA. SMOOTH SHEET METAL FASCIA PRE —FINISHED BP GREEN E4 REVEAL PRE —FINISHED BLACK (I DO PIGMENTED OPAQUE PLASTIC OR FORMED ALUMINUM BULLNOSE WITH NO LED LASER LIGHT. WITH FLAT RETURNS COLOR : YELLOW C6) PIGMENTED OPAQUE PLASTIC OR FORMED ALUMINUM BUI I NOSE WITH LED LASER LICHT. WITH FLAN RETURNS COLOR : YELLOW CD SHEET METAL GUTTER 20 GA. SMOOTH SHEET METAL PANELS PRE —FINISHED BP PEARL WHITE SIGNAGE BY G.C. 20 GA. SMOOTH SHEET METAL PANELS PRE —FINISHED BP PEARL WHITE DENOTES WORK TO BE DONE IN TRF FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp ....... ....... . . ..... ..... BP AMOCO, USA ALLIANCE MANAGER, AGENT FOR DP, ovi Lend Lease GlobalAi.liance 200 RF RANoa.PH M - ► & COM WW CMA00, UNM 60801 OTSIGN [MY MTM®TR TITLE,• -nIE 5MUL of QUAUTr MADISON 1035 IRIS DRIVE, S.W. • CONYERS, CA 30094 770 483-4401 - FAX 770 785-7967 MADISON JOB No. 303Y-V Y ➢LDG. HAND SHOWN SCALE, 1/4' = 1'-0' MODEL, 4200BP905_V05.3 N0. DATE REVISION DESCRIPTION SEAL, y NAMES ROGER S. LINGERFELT, P,E. LIC NWMBER, 35677 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT !N THE MATERIALS IS OWNED BY BP, AND ALSOTHAT THE MATERIALS CONTAIN PRIMLEDOED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS 04LY FOR THE LIMITED PURPOSE FOR WHICH DP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO OP EITHER UPON COMPLETION OF THE INTENUED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST, DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT BIDE CSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL 1919 # ............................ DESIGNED BY, ALLIANCE ZYDM,� CHECKED BY, BP REPM, DRAWN BY, G M ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01-09-04 DRAWING TITLEt EXTERIOR ELEVATIONS SHEET NO, MB05 1®s 2 SHEET NOt SHEET NO, 11 32 Q0 I a� n n h n G17K G17 ! i C17 I ( 5/8 ' i E I SHEETROCK ' pFt I I I : E i ! j / I I i I i - r—! i W1 - P F -- - - W-, �CJ 6" 13'-2" 6„ 13'-2„ 13'-1 3/4" 13'-2" 6" 13'-2" 6" 13'-2" �. 81'-2 3/4" _ --- SECTION E SCALE: 3/8" = 1'-0" is I 6 SECTION eA SCALE: 3/8" = 1'-0" 3'-10 6/4" SECTION SCALE: 3/8' = 1'-0" A.i.t 4 1 /4" 6'-2 1 /'2" 12' 6" (WALL TILE) SECTION SCALE: 3/8" = 1'-0" 39'-1 1 /2" WALL COVERING COLOR SCHEDULE W1 SHEET METAL WALL PANELS PAINTED ZOLATONE GG-1 4-C PRINTED GRAPHIC FILM WP-1 WALL PAPER L-1 COLOR: BORATAPETER No, B679 WOOD LAMINATE COLOR: WILSONART FUSION MAPLE (7909-60) (W 6" x 6" DALTILE CERAMIC TILE COLOR - CD-43 30864 MULTI -COLOR PAINT COLOR: CUSTOM GRAPHIC BY GRADY McCAULEY FURNISHED AND INSTALLED BY G.C. FURNISHED AND INSTALLED BY G.C. FURNISHED AND INSTALLED BY G.C. COLOR - SEMI-�-GLOSS BISCUIT (K175) �Wu2 SMOOTH SHEET METAL WALL PANELS PRE -FINISHED WHITE L-2 METAL LAMINATE SHEET METAL PANELS PAINTED COLOR: WILSONART GREY WITH CUSTOM FINISH (D92J60) WT2 6" x 6" CERAMIC TILE W3 „ 1/2 WATER RESISTANT SHEETROCK FURNISHED AND SHERWIN WILLIAMS No, SW 1663 COLOR :"YELLOW BANANA" FURNISHED AND INSTALLED BY G.C. DALTILE COLOR - SEMI -GLOSS CHAMOIS (K180) INSTALLED AT JOBSITE BY B.S. SHEETROCK TO BE TAPPED, MUDDED AND SANDED SMOOTH TO ACCEPT DECAL GRAPHICS BY G.C. L-3 COLOR LAMINATE COLOR: ABBETT LAMINATE No. BLUE (1025) NOTE: W4 1/2" SHEETROCK FURNISHED AND INSTALLED AT FURNISHED AND INSTALLED BY G.C. GROUT: 1/4" WHITE (00) BY MAPEI TO MATCH JOBSITE BY B.S. SHEETROCK TO BE TAPPED, MUDDED AND SANDED SMOOTH TO ACCEPT DECAL GRAPHICS BY G.C. W5 STUCCO EMBOSSED, SHEET METAL WALL PANELS, PRE -FINISHED WHITE COVE SASE COLOR SCHEDULE vB-1 4" VINYL BASE COVE ROPPE COLOR - No. 772, CHAMPAGNE AGENCY APPROVAL These prints comply with tire Florida Manufactured 'Build Act of 1919 ConStnlctlon Codes and adhere to the follow criteria: vd Const. Type B Occupancy _ w Allowable NO. 1 Of Floors $;fT 'Vind Velocity Fire Rating of a1 Ext. Walls I-loor Load Approval Date PSI Modular Divaion DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, BP AMOCO, LGA ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend Lease GlobalAll iance NO EMT RAIU01-PH DF9YE -• WILL CODE 6000 IG MCAGO, LLtM 60601 DESIGN 7EAN NENDE-7r T/Tl-E.- m 1HE bmv- of 911NIIY MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No. W30303 BLDG, HAND SHOWN _ SCALE, 3/9' = I'—D' MODEL, 4200BP995_V05,3 NO, DATE REVISION DESCRIPTION SEAR W itV ly NAME, ROGER S, LANGERFELT, P.E. LIC NUMBER, 35677 (;QNFIDENTI&IT):Y STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEOGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCL05E THESE MATERIALS TO ANY OTHER PARTY AND FURIHER AGREES Nor To MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE THE MATERIALS AVAILAOLE, AND RECIPIFNT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATIONI MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SITE A➢DRESSI ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BYI ALLIANCE Z&DMi CHECKED BYI BP REPMI DRAWN BY, G M ALLIANCE PMI VERSIONt 905.3 PROJECT NO, 01-09-04 DRAWING TITLE INTERIOR ELEVATIONS SHEET NO, MB05 A.2.3 SHEET NO, SHEET NOj 12, 32 I (1) ELEVATION SCALE: 3/8" ELEVATION SCALE: 3/8" = Ka" ELEVATION SCALE: 3/8" 1'-1 7/8" or - 11 181 - 4 ELEVATION SCALE: 3/810 = 11-01, OPEN T OPEN EN CG12 3 10 3/4" 7'-1 5/8" 3 3'- 10 3/4" ELEVATION SCALE: 3/8" = V-O` IVA KIN2 1 1/2"0 x 42' GRAB BAR WITI-I 1 1/2" WALL CLEARANCE, PROVIDE BACKUP IN WALL TO SUPPORT 300 Ibs, R4B 2'- 6 5'- 10 3/4" ELEVATION SCALE: 3/8" = 1'-0" NO 11: COOLER ACCESS DOOR PANEL TO BE PAINTED SIN 2059 SAND By B.S. CO 5 VOwl 6 1/2" -- 3'-2 5/8" 3/8" 6'-3 1/2" 10'-2" ELEVATION SCALE; 3/81, = 11-01, I-LEvA,ri0N (� SCALE: 3/8" = 1'-0" m 14'-6 3/4" CC 1 1/2"0 X 36" GRAB BAR -- W111-1 1 1/Z WAIL CLEARANCE, PROVIDE BACKUP IN WALL TO SUPPORT 300 Ibs. 6". 1 s-o" R4A ELEVATION SCALE: 3/8" = 1'-0" R5 ow� CK) To" Non�- i (D04 (Doi' 81, 3'- 4" 5-2 1/2" 5" 12'-11 1/2" ELEVATION SCALE: 3/8" = 1'-0" (01. 1) (W­ 7'- 7 .1 /2)' ELEVATION SCALE: 3/8" - 1 Y, CD I - C0 0— @ ELEVATION SCALE: 3/8' = 1 1-011 AGENCY APPROVAL These printS comply With the Florkb ldianufacturul 8ulldin!j Act of 1979 reU5truCtjGIj cGIje5 and adhere to the following criteria: vi Const. Type Allowable No. of Floors 1�,Jirld Velocity Fire rkalifig of 0 Ext. Walls Floor Load 100 1/' 13/04 Approval Daie . PSI Modular Division DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENTi OP AMOW, WA ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease GlobalAffiance -M EM WMUfi DIM - WJL CODE WW CHIGAW, U" WW Or -SIGN TEAM YEUM-R TITIE- "THE SUED. OF QUAUIY* MADISON 1035 INS DRIVE, S.W. - CONYERS, CA 30094 770 483-4401 - FAX 770 785-7967 W30368 MADISON JOB No, SHOWN BLDG. HAND SCALE, 3/8' = I'-U' MODEL, 420UBP905-VO5.3 NO. DATE REVISION DESCRIPTION SEAL , NAME, ROGER S. LINGERFEU, RE, LjQ_j,UaEF,_ 35677 Q,[�J,E. DENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY UP, AND ALSO. THAT THE MATERIALS CUNrAJN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION or op. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES Nor TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS' THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE THE MATERIALS AVAILA13LE ANU RECIPIENT AGREES TO RETURN AH MATERIALS TO U� EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF OP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SIR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED BYt ALLIANCF7L&DM, DRAWN BYri G.M. ALLIANCE PM; VERSION, vo5.3 PROJECT NO, 01-09-04 DRAWING TITLE, INTERIOR ELEVATIONS SHEET NO, M Af..07 SHEET NOT SHEET NOT 13 32 L 6" 1'-d" VARIES 1'-6 1 /Z" TO S-9 13/16" 16 GA. SHEET METAL ZEE I b 7 Vj 20 GA. SHEET METAL PARAPE ASSEMBLIES. 20 GA. SHEET MEDAL PANELS SHEET METAL REVEAL PRE —FINISHED BLACK 411 2 rT' SECTION r3 ALI SCALE: 3/4" = V-0' 9 20 GA. SHEET METAL PANELS SHEET METAL REVEAL PRE —FINISHED BLACK +'these A G ; E N GY AP PE? 0 vA prints A ;. with tile Florida Manufactured p Id- !119 't of 1� 19 cuiluiruGtion co'je�j criteria: �'jld adpoia to me'ro owfaq II const. Type vt 1 Occupancy Alloviable No. Of Flours Y'Vind Velocity 15 0 Fire Rjt;iIy of Wall;; 0 Floor Load Approval Date 1/2304 PSI 1113oduhr Divsiol, DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENTI bp EIP AMOCO, WA ALLIANCE MANAGER, AGENT FOR BP1 Bovis Lend Lease GlobalAffiance W0EmRk0OLmm_MAIL CODE m CWAQ0, UfM M fjFSICIV IE4# #C9861? LI&F -W SWOOL OF JJAUT( MADISON 1035 IRIS DRIVE, S.W. - CONYERS, GA 30094 770 483-4401 - FAX 770 785-7967 W30368 MADISON JI1B No. SHOWN BLDG, HAND SCALE, 3/4' = V-0' MODEL, 4200BP905_V053 NO. DATE] REVISION DESCRIPTION F F_ SEAL, G� NAMEt REGER S. LINGERFELT, P.E. QUNFIDENTIAI-ETY STATEMENT, THE RECPiENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT iN THE MATERIALS tS OWNED BY UP, AND ALSO. THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMAT10N OF 8P. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FUHIHER AGREES Nor To MAKE COPIES OF THE MATERIALS. THE REGIMENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH ap HA3 WADE THE MATERIAL:; AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIAL,' TO UP EIIIIER UPON COMPLETION OF THE INTENUEO PURPOSE OR UPON THE REQUE5T OFF UP. M�CHEVEH COMES, FIRST. DEVELOPMENT INFORMATIHN, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE I VFE ADDRESS, ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD, FL 138 # ............................ 1JESiGIED BYt ALLIANCE Z&DMi CHECKED BY, JP REPM, DRAWN dYi G.M. ALLIANCE PM, VERSION V05.3 CT N91 PROJECT N91 01-09-04 DRAWING TITLE, BUILDING SECTION SHEET NO; MB05 A.3.2 SHEET NO, SHEET N(li 15 32 n DOOR No. : DFt (ONE REQUIRED) DOOR No. DF2 ONE REQUIRED DOOR No. : DF3 (ONE REQUIRED) DOOR :No.�-D (ONE REQUIRED) co i QQ SALES r n EXTERIOR I SLIDE SLIDE DOOR No. : DF5 (ONE REQUIRED) ICLASS No. : Cl uj HALL MEN 13'-2" COAT HOOK (N.S.) KICKPLATE (B.S.) HARDWARE : OFFICE HARDWARE - -- BACKRUOM • SIZE : 3'-0" x 6,4' • SIZE : (1) 13'-2" x 7-6" (FURNISHED & INSTALLED BY BESAM) • TYPE : 1 3/4" 18 GA. HOLLOW METAL DOUR • TYPE : BESAM POWER GLIDE AMD-2-NS FIXED SIDE LIGHT Ell -PARTING, FULL a • FRAME : 3" SINCLE RABBET FRAME HALL BREAKOUT AUTOMATIC SLIDING DOOR WITH FULL 1/4' TEMPERED SAFETY GLASS CASHIER / SALES • LUCK : SCHLAGE No. DP50PD-RHO LESS (GLASS FURNISHED & INSTALLED BY BESAM) CORE (625 FINISH) BEST GREEN CONSTRUCTION CORE • FINISH : CLEAR ANODIZED ALUMINUM (626 FINISH) • HINGES : 1 1/2 PAIR BALL BEARING BUTT HINGES • GLAZING : USE CEMENT GLAZING IN LIEU OF WITH N.R.P. RUBBER GLAZING �� • CLOSURE : LCN No. 1461 (HEAVY DUTY) • LOCK : DEADBOLT (BEST GREEN CONSTRUCTION CORE) o • HOLD OPEN : HAGER No. 270C-S1 • THRESHOLD : PROVIDED WITH DOOR �o 0" • VIEW : (12- x 12') 1/4' TEMPERED ONE WAY GLASS • DETECTOR : WIDE ANGLE LOW PROFILE MOTION w KEY N.S. it (FACING TO CASHIER AREA) `� aRS--4" DETECTOR EXTERIOR AND INTERIOR o •STOP : IVES No. 436 BY BESAM w o� • KICKPLATE : 8" x 34" 18 GA. STAINLESS STEEL (BOTH SIDES) • MISC: DOOR START-UP AND ADJUSTMENT BY BESAM KICKPLATE (B.S.) •ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE 3+ I KICKPLATE • FINISH : SHERWIN WILLIAMS No. SW2059 SAND DOOR No. : DF6 (ONE REQUIRED) HARDWARE: • SIZE : 3'-O" x 6'-8" • TYPE : 1 3/4" 18 CA. HOLLOW METAL DOOR • FRAME : 3" SINGLE RABBET FRAME • LOCK : SCHLAGE No. 040S-RIIO (625 FINISH) • HINGES : 1 1/'2 PAIR BALL BEARING BUTT HINGES WITH N.R.P. • CLOSURE : LCN No. 1461 (HEAVY DUTY) STOP : IVES No. 436 N_ • KICKPLATE : 8" x 34" 18 GA. STAINLESS STEEL (BOTH SIDES) �� a • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE Ln • FINISH : SHERWIN WILLIAMS No. SW2059 SAND 0 EXTERIOR HALL DOOR No. : DF7 (ONE REQUIRED) HARDWARE: • SIZE : S-O" x 7'-0" • TYPE : 1 3/4" PRIMED HOLLOW METAL (INSULATED) • FRAME : 4" SINGLE RABBET FRAME • LOCK : SARGENT 5800 • MISC.: DOOR BUZZER ACTIVATED WHEN DOOR IS OPENED VIEW FROM (N.S.) • HINGES : 1 t/l PAIR BALL BEARING BUTT HINGES (N.R.P.) • CLOSER : LCN No. 4040 (HEAVY DUTY) n • HOLD OPEN : HAGER No. 270C-Sl • THRESHOLD : PEMCO 254A ADA � `n CL • MISC.: WEATHER STRIPPING W/ BOTTOM DOOR SWEEP a • GUARD : CLYNN/JOHNSON No. LP12-US32D N - KICKPLATE (N.S.) . KICKPLATE : 18 GA. STAINLESS STEEL PUSH SIDE ONLY. • VIEWER : 200' WIDE ANGLED PEEPHOLE • FINISH : SHERWIN WILLIAMS No. SW2059 SAND (HALL SIDE) PAINT TO MATCH EXTERIOR (EXTERIOR SIDE) EXTERIOR HALL HARDWARE: • SIZE : 3'-O" x 7'-0" • TYPE : 1 3/4" PRIMED HOLLOW METAL (INSULATED) • FRAME : 4" SINGLE RABBET FRAME • LOCK : SARGENT 5800 • MISC.: DOOR BUZZER ACTIVATED WHEN DOOR IS OPENED VIEW FROM (N.S.) • HINGES : 1 1/'L PAIR BALL BEARING BUTT HINGES (N.R.P.) • CLOSER : LCN No. 4040 (HEAVY DUTY) • HOLD OPEN: HAGER No. 270C-SI • THRESHOLD : PEMCO 254A ADA • MISC.: WEATHER STRIPPING W/ BOTTOM DOOR SWEEP • GUARD : CLYNN/JOHNSON No. LP12-US32D KICKPLATE (N.S.) • KICKPLATE : 18 GA. STAINLESS STEEL PUSH SIDE ONLY. • VIEWER : 200' WIDE ANGLED PEEPHOLE • FINISH : SHERWIN WILLIAMS No, SW2059 SAND (HALL SIDE) PAINT TO MATCH EXTERIOR (EXTERIOR SIDE) DOOR No. : DF8 (ONE REQUIRED) BACKROOM rr- a HALL G ¢ I - f^- KEY N.S. w KICKPLATE HARDWARE : • SIZE: 3'-0" x 6'-B" -'TYPE: 1 3/4' 18 CA. HOLLOW METAL DOOR FRAME: 3" SINGLE RABBET FRAME • LOCK: SCHLAGE No. DP50PD-RIIO (626 FINISH) HINGES: 1 1/2 PAIR BALL BEARING BUTT HINGES WITH N.R.P. ° CLOSER: LCN No. 4040 WITH HOLD OPEN ARM (CLEAR FINISH) ° STOP: IVES No. 436 • KICKPLATE : 18 GA. STAINLESS STEEL (BOTH SIDES) • FINISH: SHERWIN WILLIAMS No. SW2059 SAND HARDWARE: • SIZE: 3'-O" x 6'-8" - TYPE: 1 3/4" 18 GA. HOLLOW METAL DOOR • FRAME: 3" SINGLE RABBET FRAME • LOCK: SCHLAGE No. DP50PD-RHO (626 FINISH) • HINGES: 1 1/2 PAIR BALL BEARING BUFF HINGES WITH N.R.P. • CLOSER: LCN No. 4040 WITH HOLD OPEN ARM (CLEAR FINISH) • STOP: IVES No. 436 • KICKPLATE : 18 GA, STAINLESS STEEL (BOTH SIDES) • FINISH: SHERWIN WILLIAMS No. SW2059 SAND HALL C� B WOMEN COAT HOOK (N.S.) o — O co -c W D KEY F.S. 0 KICKPLATE (B.S.) HARDWARE : • SIZE : 3'-0" x W-8" • TYPE : 1 3/4" 1B GA. HOLLOW METAL DOOR • FRAME : 3" SINGLE RABBET FRAME • LOCK: SCHLAGE No. D40S-RHO (625 FINISH) • HINGES : 1 1/2 PAIR BALL BEARING BUTT HINGES WITH N.R.P. • CLOSURE : LCN No. 1461 (HEAVY DUTY) • STOP : IVES No. 436 • KICKPLATE : 8" x 34" 18 GA. STAINLESS STEEL (BOTH SIDES) • ALLOWANCE : ALLOW CLEARANCE FOR 3/8" TILE • FINISH : SHERWIN WILLIAMS No. SW2059 SAND CLIENTS bp BP AMOCO, USA ALLIANCE MANAGER, AGENT FOR BP, B o v iS% Lend l ea.8e GlobalAlliance 200 EW HN W-M DME - MAIL CODE 6000 CHICAUO, LLfM 60601 DESIGN TEAM MEMBER Tl/LE. • •nf MLa or wAurr MAl�ISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No. YV30368 BLDG. HAND SHOWN SCALE, 1/4' = 1'-U' MODEL, 4200BP905_V05.3 NO, DATE REVISION DESCRIPTION n n n n n n n n 4-TIER 4-TIER\. ,. 1808, 18x48 �k--�Rs � 481 z S�, HALL R9 R10 R3 R2 R7 R5 MEN ' R4A R4B R1 EQUIPMENT PLAN SCALE: 1 /4" = 1'-0" 7 R4A WOMEN R8 I ODT)( R6 ;R4 ABOVE)L,T)i (ABOVE)f,)1 (ABOVE) I I I A22 \—Lj—/ BELOW I I I ( (ABOVE)(,)) (ABi-0VE) (2) 83 I TAKE 1 FOUNTAIN B7 B6 DISPLAY Z SHOPPINGB14B9 `BASKETS r-- - WB131 I (BELO J ❑ i015 L _ �__-__� 183 _ ----_ -_-__-- - --~ --- _-------__ --.- --_.__..-_----__.-----__-...._--------_--_--_-_-_----�----------------------- --- ------ _------_.-_----_------------__----- - ---`- a h ' c17 G17A G17K I 0 CX7 5-TIER (ABOVE) (ABOVE) (Z) (ABOVE) ,AGENCY APPROVAL These - These prints comply with the Florida manufactured Building Act of 1979 Construction Codes and adhere to the following criteria: COns4. Type - V.1 Occupancy Allowable No. Of Floors ISO 'JVin,d Veloci'ry Fire RWng of U Ext, walls Floor Load 101) Approval UaEe 1 /23,'04 1 i�al PSoaltllar—D-1v'SI0 BUILDING SQUARE FOOTAGE 4,200 SQ. FT. DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp . . . . . . . . . . . . . BP AMOCO, USA ALLIANCE MANAGER, AGENT FOR DP, Bovis Lend Lease Glo balA_Ih a n c e 9W EAST RANDOLPH DWE — MAIL CODE 6000 CHICAGO, 60601 DESIGN 7F141 UFNIER T1TLE.- s 'ME SYWOL OF QUAD MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 - FAX 710 785-7957 MADISON JOB No. W,3n,0363 +� f 1 BLDG, HAND Q �!!! ! V SCALE, 1/4' = 1-0' MODEL, 4200DP905_ V 05,3 NO, DATE REVISION DESCRIPTION NAME, ROGER S, LINGERFELT, P.E. LIC, NUMBER, 35677 CONFIDENTIALJTY S�TI THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY DP, AND ALSO, THAT THE MATERIALS CONTAIN PRIMLEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREE. TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE "IHE5E MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO U5E THE MATERIALS ONLY FOR THE LIMITED PURP05E FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF UP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL �e Sal # ............................ DESIGNED BY, ALLIANCE ZLDM, CHECKED BY, ➢P REPM, DRAWN BY, G M ALLIANCE PM: VERSION, V0 3 PROJECT NO, 01-09d9-04 DRAWING 'TITLE, EQUIPMENT PLAN SHEET NO, MB05 0.1.1 SHEET NO, SHEET NO, 17 32 4 4 -- -- S = SUPPLIED BY r=nl IIPR.Ar-KIT cZ� �r)1 11 P I = INSTALLED BY COFFEE KEY DESCRIPTION QTY, S I Al CAPPUCCINO MAKER - ARCOTO No. 2500S MCA = 24,0 AMPS (208V/10/60) 1 EQC EQC A2 SYRUP DISPENSER 1 EQC EQC A2A SYRUP DISPENSER 1 EQC EQC A5 COFFEE CUP HOLDER - ROYSTON CONVERTA CUP No. 8850 20 EQC EQC A5U CAPPUCCINO CUP DISPENSER 1 EQC EQC ^A6 HOT WATER DISPENSER - BUNN No. HW2 - BLACK MCA = 14.7 AMPS (120V/10/60) 1 EQC EQC A7A TRASH RECEPTACLE - 19 GALLON 14" x 14" x 24" 6 EQC EQC A9 COFFEE CABINET - SPECIALTY FIXTURES 1 EQC EQC A10 DUAL SOFT HEAT BREWER - BUNN No. DUAL SH - BLACK MCA = 28.9 AMP (120-208V/10/60) 2 EQC EQC AIOA DUAL DRIP MAY KIT - BUNN No. 27150.0000 2 EQC EQC Al0B FAUCET COVERS - BUNN No. 07181.0001 2 EQC EQC All COFFEE CONDIMENT ISLAND - SPECIALTY FIXTURES 1 EQC EQC Al2 SINGLE SOFT HEAT STAND - BUNN No. 1 SH STAND MCA = 0.8 AMP (120V/10/60) 15 EQC EQC A13 SINGLE SOFT HEAT SERVER - BUNN No. SH SERVER 15 EQC EQC Al3A ONE POSITION DRIP TRAY KIT - BUNN No. 2497.0001 15 EQC EQC A20 COFFEE COND, HOLDERS - CUSTOM 2 EQC EQC A21 TEA CADDY AND FOOD CONDIMENTS RACK - CUSTOM 2 EQC EQC A22 NAPKIN DISPENSER DOUBLE SIDED - HUBERT No, 85767 4 EQC EQC A50 DROP IN SINK - ADVANCE TABCO No. DI-1-10 W/ 6 1/2" DEEP BOWL, FAUCET No. K-148 W/ PAPER TOWEL DISPENSER AND SOAP DISPENSER 1 EQC EQC ra 4 n h FOUNTAIN KEY DESCRIPTION QTY, S I U2D 20' LINE KIT - MANITOWOC No. RT-20-R-404A 1 EQC EQC 03 FOUNTAIN CUP AND LID DISPENSER - SERVEND No. 1CD4UL - No. 1CDRUR 2 EQC EQC 06 FOUNTAIN CABINTRY - SPECIALTY FIXTURES 1 EQC EQC B7 LETICULAR DISPLAY BOARD - AXIS GRAPHICS 1 EQC EQC B9 TRASH RECEPTACLE - RUBBERMAID No. 2947 1 EQC EQC B13 6-VALVE ICE/BEVERAGE INTERNAL - SEVEND No. MD-150-IC 6PB QT MCA = 2.8 AMPS (120V/10/60) CARBONATER DISPENSER - KITS Ql/SL3/CL5/2700799 PUMP DECK MCA = 8.0 AMPS (120V/10/60) 2 EQC EQC U14 FOUNTAIN ICE MAKER - MANITOWOC No. IB-0624YC MCA = 1A AMPS (12OV/10/60) W/ AUCS No, 500739.) MCA = 0.3 AMPS (120V/10/60) 1 EQC EQC B14A ICE MAKER REMOTE CONDENSER - MANITOWOC No. CVD-0675 5009128 MCA = 9.6 AMPS (208V/10/60) RC21 QUIET QUBE LINE SET - 50097JO 1 EQC _ EQC 815 FOUNTAIN ICE MAKER - SCOTSMAN No. NME654RLS-1A MCA = 22.5 AMPS (120V/10/60) 1 EQC EQC B15A ICE MAKER REMOTE CONDENSER - SCOTSMAN No. ERC101-IA SERVEND No. 1CD4UL - No. 1CDRUR 1 EQC EQC CASHIER KEY DESCRIPTION QTY, S I Cl CASHIER CABINET - SPECIALTY FIXTURES WITH IMPULSE SHELVING-3 1 EQC EQC C1C CASHIER CABINET - SPECIALTY FIXTURES WITH IMPULSE SHELVING 1 EQC EQC C2 CASH REGISTER/POS - RADIANT STANDARD 2 EQC EQC C3 INTERCOM TO FUEL POSITIONS - 3M No. D-120V OR D-20V 2 EQC EQC C4 UNDER -COUNTER CIGARETTE MERCHANDISER - RJR 2 EQC EQC C5 SAFE - NKL V-2C CONTROLLER AUTOBANK 1 EQC EQC C6 LOFTO TICKET DISPENSER - SPECIALTY FIXTURES MCA = ? AMPS (12OV/10/60) 1 EQC _ EQC C7 TANK MONITOR EQUIPMENT - VEEDEROOT VR-TLS 350 MCA = ? AMPS (120V/10/60) 1 EQC EQC C9 CIGARETTE MERCHANDISER - RJR 1 EQC EQC C10 SMOKELESS TOBACCO MERCH. - US TOBACCO 1 EQC EQC C11 [CASHIER CABINET - SPECIALTY FIXTURES 1 EQC EQC C12 CIGARETTE PRICING SIGN - RJR 1 EQC EQC C13 LOTTO FORM HOLDER - GRADY McCAULEY/LOTTO AGENT 1 EQC EQC C15 UNDERCOUNTER SCRATCH TICKET DISPENSER SPECIALTY FIXTURES 1 EQC EQC C17A CUSTOM HEATED MERCHANDISING UNIT HATCO No. GRHW-1SGD W/ CUSTOM METRO UNIT W/ CASTERS MCA = 14.1 AMPS (12OV/10/60) 1 EQC EQC COOLER KEY DESCRIPTION QTY, S I D1 REACH -IN COOLER DISPLAY DOORS (SEE DRWG. No, M.6.1 FOR SPEC.) 13 B.S. B.S. 119A RFA/`N-IN rnry FR iwn AY RArvcz - P(1P R B.S. B.S. E-COIF DESCRIPTION QTY, S I EKEY E2 ATM -CASH ACCESS - DIEBOLD No. 10631X-PUTTY MCA = 2.5 AMPS (120V/10/60) i EQC EQC (JFFICE KEY DESCRIPTION QTY, S T- F1 MANAGERS DESK - SPECIALTY FIXTURES (12'-0" COUNTERTOP WITH LEGS) 1 EQC EQC F2 SHELVING ABOVE DESK - METRO 1236C 1 LOT EQC EQC F3 LOCKING STORAGE CABINET - ANDERSON HICKEY No. ANH572-2 1 EQC EQC F4 COMPUTER SYSTEM 1 EQC EQC F5 CCTV-RECORDER/VCR/MONITOR - SENSORMATIC 1 EQC EQC F6 SATELLITE INTERFACE - ARSTA 1 EQC EQC F7 FILE CABINET - ANDERSON HICKEY No. MH1621TL2 2 EQC EQC F8 MANAGER'S CHAIR - ENVIRONETX / STEELCASE No. 458-122 2 FQC EQC F9 LOCKERS - VOGEL PETERSON No. VOGTR6HMB 2 EQC EQC F11 UPS BATTERY BACK-UP 2 EQC EQC F12 PRINTER 1 EQC EQC F13 COAT RACK 1 EQC EQC BACK ROOM KEY r1 DESCRIPTION HUI K C07 FOR POST MIX - � QTY, 1 S EQC I EQC OUTSIDE KEY DESCRIPTION QTY, S I Jl ICE MERCHANDISER - STARRETT LEER 1 EQC EQC No, LP460AS FINISHES: STEEL DOOR MCA = 6.7 AMPS (120V/10/60) J2 PROPANE EXCHANGE - BLUE RHINO 1 EQC EQC RESTROOM KEY DESCRIPTION QTY. S I RI TOILET TISSUE DISPENSER - BOBRICK No. B-6857 2 B.S. B.S. R2 MIRROR - BOBRICK No. B-165 (18" x 30") 2 B.S. B.S. R3 COAT HOOK - BOBRICK No. B-6827 (MOUNT ON RESTROOM DOORS) 2 D.S. B.S. R4A 1 1/200 S.S. GRAB BAR BOBRICK No. B-6806 x 36" 2 B.S, B.S. R48 1 1/2"0 S.S. GRAB BAR BOBRICK No. B-6806 x 42" 2 B.S. B.S. R5 SOAP DISPENSER - BOBRICK No. B-2111 2 EQC EQC R6 SANITARY NAPKIN DISPOSAL - BOURICK No. B-210 1 U.S. B.S. R7 PAPER TOWEL DISP./WASTE RECEPTACLE - BOBRICK No. B-3944 2 U.S. B.S. R8 BABY CHANGING TABLE - KOALA CARE (VERTICAL) 2 B.S. B.S. R9 "MEN" RESTROOM SIGN 1 EQC EQC R10 "WOMEN" RESTROOM SIGN 1 EQC EQC 4 4 4 4 WILD BEAN CAFE - OSR KEY DESCRIPTION QTY, S I REGISTER SYSTEM AND CASH DRAWER - 1 EQC EQC FW01 NCR SYSTEMS OR AS SPECIFIED BY BUSINESS UNIT W84 RECEIPT PRINTER - 1 EQC EQC NCR OR AS SPECIFIED BY BUSINESS UNIT W05 SANDWICH MAKER MONITOR - RADIANT 2 EQC EQC MCA = ? AMPS (120/10/60) WB6 TOUCH SCREEN MONITOR - RADIANT 2 EQC EQC MCA = ? AMPS (120/10/60) WB7 _ REFRIGERATED MAKE-UP TABLE - WASSERSTROM CUSTOM 1 EQC EQC MCA = ? AMPS (12OV/10/60) MCA = ? AMPS (120V/10/60) W138 CHIP MERCHANDISER - SPECIALTY FIXTURES 1 EQC FQC W1310 WARMING BOX - HATCO No. FSHC--1 1 EQC EQC MCA = 14.4 AMPS (120V/10/60) WB11 MIGHTY MELT TOASTER NEMCO 117000-2PSS 1 EQC EQC MCA = 16.3 AMPS (120V/10/60) WB20 REFRIGERATED WORKTAULE 48" - BEVERAGE AIR No. WTR48 1 EQC EQC MCA = 4.5 AMPS (120V/10/60) W023A CHICKEN DRAWER TABLE WASSERSTROM CUSTOM 1 EQC EQC WB25 MICROWAVE - SHARP No. R-23GT 1 EQC EQC MCA = 15.0 AMPS (208V/10/60) WB26 27" SANDWICH UNIT - BEVERAGE AIR, No. SP27-8 1 EQC EQC MCA = 4.0 AMPS (120V/10/60) WB41 TOASTER - HATCO No. TQ--800H 1 EQC EQC MCA = 15.8 AMPS (208V/10/60) _ WB45 REFRIGERATED MERCHANDISING UNIT - BARKER #S-68-30 1 EQC EQC BLACK W/ (2) 1" MIRRORED ENDS, ELECTRONIC TEMP. SENSOR, LIQUID LINE HAND VALVE MCA = 3.0 (120/208/10/60) WB45A REFRIGERATED DAIRY MERCHANDISING UNIT 1 EQC EQC REMOTE CONDENSER KEEPRITE No. KH10OM6-HT3A MCA = 8.4 AMPS (208/10/60) W046 SELF SERVICE BAKERY MERCHANDISER - SPECIALTY FIXTURES 1 EQC EQC MCA = ? AMPS (120V/10/60) W849 STEAMER - ROUNDUP #MS-150 1 EQC EQC MCA = 15.9 AMPS (208V IO/60) WB54 WALK --IN FREEZER 1 B.S. B.S. - W054A WALK-IN FREEZER SHELVING - METRO No. 1848 W/"S" CLIPS 1 EQC EQC W058 REACII-IN REFRIGERATOR - RAETONE/MCCALL No. 4-4070 1 EQC EQC MCA = 13.3 AMPS (120V/10/60) - WB66 WORK TABLE - METAL MASIERS No, f3024SBC W/CASTERS 1 EQC EQC CLIENTi BP AMOCo, U9A ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend Lem GlobalA.lha nce 20o FAST Rmv4oLm DWE - MA! Cc>cr-- WO CMAW, IL1..T M WW 0-:510 TEAM MEMBER 11_6i m -1HE STML OF QUPJJ,T' MADISON 1035 IRIS DRIVE, S.W. - CONYERS, GA 30094 770 483-4401 • FAX TIO 785-7967 MADISON JOB No, W30368 BLDG. HAND SHOWN SCALE, 3/8' = 1'-0' MODEL, 4200BP905_V05.3 NO, DATE REVISION DESCRIPTION ' ' ~ ' ' ' ' ' ' ' ~ ` ° ' CONDENSATE DRAIN 11'-51�r 0 0^ l -6 '- T 40 Y 40BY �-CO 4O 8Y \ \ | L � | y 8yQ� | �^ C1 f-`' �� (� / | / / ' ] __ _------ -- -- -- -- -- -- - - ~ ' r _ _ _ __ +�_ __ _- - - -- - �r/-fr/- - - - ��r- � ' --BELOW BUILDING ON BUILDING "d 1 1/2" V BELOW BUILDING '---�- �--'-'`-' -f� ���� | --'--..Vo, � X | LCON0ENSk� | ' | HS & FUNNEL CID EVAPORATOR COOLER ROLL UP - ROLL UP HS G,C. CONNECTION IDWR BELOW BUILDING _`������-^ /fy | ------� | - \ / / ' --/--' -------����i���!�����------- / ^{ ------�� ---............ | 8yC� | � + DYQ�]_ | / / -- -- | ------- [- ' `-J FS(�) IELO" BUILDING . . . . . . . . . . . . � U i | GREASE | ' c, SkT[ MP D SINK TO m/cn^c /vv / DRAIN ' FURNISHED kNU| | "^ �- ��-- ---1 INSTALLED | | ,/ / N�@x FLOOR ~- WIT -'INDEPENDENT TO ' 8YQC | ----~^^ / �8�� AN CAP. X. | y* nu°��- 3-COMP.-/^ UU \| :k~SINK \ CONDENSATE DRAIN / ' } `-COOLER COOLER / EVAPORATOR EVAPORATOR COOLER E PO RATOR VAPORATOR EVAPORATOR | / -- -r---- ' 4� � ' \ � �\l/��v BELOW BUILDING C.O. BY L� ���� | | ' RYS1./ Qx ^- | / - � ' � / --------�`� FS Z 1\ |/Z J' 4 ^ Tp / �� / ��T / 1' | | | G.C. | / \ | / ' � I> l . cc)8YC� if �_" ]/4 CUNN[CUON ' | � � � � 00 ' 11�y TP | '- ` -------- | ~r '�-4^0 BY |NEL ' G.C.CA, & --------- | WC......... N....... .WC/ --------- � �-�^--^�'� | | f� | ^ | �-4% BY " � � | 4'� 0Y | -------� | G.C.' G.C.�8NNECT 'ON-' ' \-6'�C. BELOW BUILDING ----------- ---__-- --- -----___-_ --------------------------------------------------------------------------_------�R*�m� l ERECTOR TO INSTALL ALL _-____----------------------------------__-_- ----------------- ------ �� D'� ERECTOR T0 INSTALL -------------------�-�------------------------------------------DOWNSPOUT PRIOR TO OY�� DOWNSPOUT PRIOR TO ----------------------------------------- INSTALLING EXTERIOR I* With the Florl(Izi M�11`10fachirPtI Building ' . RN|SH TO 8U|U8NC | f T |NA0NC��|0K __________________________________�� . _ � | � FINISH 0 U|LO|NO - - - - - - - - - - - - - - - - - - - - - '` + ~" cy . / ________ � /� ----------------------------- f -- ______________/�_____________ �V4O UY C8B��0 G.C. 4^0 TO SANITARY r-----��� ` SEWER BY C.C. ":four Loati ALL PULL DIMENSIONS ARE TO ORIGINATE FROM THE HEEL OF THE PERIMETER BASE CHANNELS i Pni=mn SUPPLIED BY I INSTALLED BY KEY DESCRIPTION QTY. S I A WAT--R CLOSET — KOHLER No. K—J427, WHITE VITREOUS B.S. B.S. CHII\A, 1.5 CALLON FLUSH, SIPHON JET SYSTEM, RIGHT HAND FLU�;H CONTROL WITH LUSTRA No. 4670—C OPEN FRONT SEA' Al WAT-R CLOSET — KOHLER No. K-3427, WHITE VITREOUS B.S. U.S. GbA, 1.5 GALLON FLUSH, SIPHON JET SYSTEM, LEFT HAND FLU!;H CONTROL WITH LUSTRA No. 4670—C OPEN FRONT SEA 8 KOK-ER CHESAPEAKE LAVATORY No. K-1729, WHITE 2 B.S. B.S. VITREOUS CHINA, (20"W x 18 1/4"D), 4" FAUCET CENTERS, CORNLAIS SINGLE LEVER FAUCET C URINAL — KOHLER F r MAN No. 4989—T WALL HUNG RrSH 1 B'S. B.S. VITREOUS CHINA WITH 2"0 THREADED FEMALE OUTLET CON4ECHON, 5/4" TOP SPUD, AND SLOAN ROYAL FLU!;H VALVE No. 186-1, COLOR WHITE, INSTALL FLUSH D HAN) SINK — SELF RIMMING WITH GOOSENECK 1 C.C. C.C. FAU1',ET SET (PLUMBING ROUGH —IN BY B.S.) E HAND SINK — METAL MASTERS No. HSA-10—FALRS, W/ SIDE 2 B.S. B.S, AND BACK SPLASH GUARDS, No. J06495, 4" LEVER HANDLE GOO�ENECK FAUCET SET, MOUNTING BRACKET, 1 1/4" DRAIN, AND DRAIN STRAINER. PLUMBING FIXTURE SCHEDULE S ` SUPPLIED BY BY I = INSTALLED KEY DESCRIPTION QTY. S I F ONE COMPARTMENT SINK — METAL MASTERS No. B.S. B.S. 414-16-1-18R, N.S,F. APPROVED STAINLESS STEEL SINK KN54-6012 12" FAUCET, ONE (1) CRUMB CUP STRAINER 0 THREE COMPARTMENT SINK — METAL MASTERS No. B.S. B.S. 414-24-3-24, N.S.F. APPROVED STAINLESS STEEL SINK WITH DOUBLE INTERGRAL DRAINBOARDS, ONE (1) ENCORE No. KN54-8016 16" FAUCET, THREE (3) CRUMB CUP STRAINERS AND PRE_ RINSE SPRAY UNIT No. 300719 IT MOP SINK — FIAT MODEL No. TSBC 1610 WITH B.S. B.S. HOT AND COLD WATER FAUCET No. 830—AA, 3`0 TRAP AND DRAIN, No, 832—AA HOSE AND HOSE BRACKET, No. 889—CC MOP HANGER, No. E-77 VINYL DUMPERGUARD, AND VACUUM BREAKER I WATER HEATER — A.0, SMITH "CONSERVATIONIST" B.S. B.S. ELEMENTS TO BE WIRED SIMULTANEOUS i BOOSTER HEATER — EFEMAX No. EX8208T ELECTRIC B.S. B.S. WALL MOUNTED BELOW LAVATORY PLUMBING FIXTURE SCHEDULE SUPPLIED BY BY I INSTALLED KEY DESCRIPTION K MECHANICAL MIXING VALVE — SYMMONS No. 4-100, WITH 3/8' COMPRESSION CONNECTIONS AND IN —LINE CHECKS L "Y" STRAINER — WATTS No. S7715, CAST BRASS BODY WITH B.S, B'S. STAINLESS STEEL SCREEN, INSTALL HORIZONTALLY IN LINE CONNECTION AND AIR CAP FITIINC AND DRAIN N EXPANSION TANK — WATTS No. DET-5 WITH 2 CAL. TANK B.S. B.S. 0 WATER FILTER SYSTEM — SLL[CTO SCIENTIFIC No. MF2/620-5 1 U.S. DS, AUTOMATIC DRAINING, FREEZIEPROOF TYPE WITH NICKEL BRONZE COVER Q WATER HAMMER ARRESTER — JAY R. SMITH No. 5005 2 BS, B.S. R FLOOR SINK — JOSAM No. 49023-5 WITH 3"0 TRAP iDRAIN, 1 U.S. B'S. ALUMINUM INTERNAL DOME STRAINER, ANTI—TLT�ING SUPER—FLO 1/2 GRATE, AND PORCELAIN ENAMELED FINISH PLUMBING FIXTURE SCHEDULE SUPPLIED BY I INSTALLED BY DRAIN, ALUMINUM INTERNAL DOME STRAINER, ANII-111LTING SUPER—FLO 1/2 CRATE AND PORCELAIN ENAMELED FINISH AND DRAIN, 1/2" TRAP PRIMER INLET AND ROUND NIKALOY STRAINER U INDIRECT WASTE RECEPTOR — JOSAM No. 30003—A-50—F4 5 B.S. B'S. WITH 340 TRAP AND DRAIN, 1/2" TRAP PRIMER INLET, ROUND NIKALOY STRAINER, AND ROUND FUNNEL DRAIN, ALUMINUM INTERNAL DOME STRAINER, ANTI —TILTING SUPER—FLO 1/2 GRATE, PORCELAIN ENAMELED FINISH AND 1/2" TRAP PRIMER INLEf W OPEN X TRAP PRIMER VALVE — P,P,PINC. No. PR-500 WITH B.S, U. S. Y TRAP PRIMER VALVE — P.P.P. INC. No. PR-500 WHII 2 B.S. U.S. No. DU-4 DISTRIBUTION UNIT ORAIN-'/ ALLIANCE MANAGER, AGENT FOR DIP, Bovis Lend Lease , //an[!e WNEAFOAND0]M DImE'W& CODE WO || MAmSOwJOB No. omc, x:wo SCALE, 1, u^ MODEL, 420UBP905VO5.3 mu | uorc | ncVnsxow DESCRIPTION SEAb LIQ. NUMBER, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY UP. AND ALSO. THAT THE MATERIALS CONTAN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF UP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES 10 USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FORR WHICH UP HAS MADE THE MATERIALS AVAILABLE, AND ECIPIENT AGREES 10 RETURN ALL MATERIALS To EIP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF 8P. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR SITE 000ncxo | WC WATER CLOSET WIT WATER HEATER1 1/2" VENT HW HOT WATER ADDRESS US HWY 17-92 AND CW COLD WATER SIR 46A (GENEVA AVE) WW WARM WATER SANFORD, FL FW FILTERED WATER M3 MOP SINK HS HAND SINK FS FLOOR SINK DESIGNED Ily, ALLIANCE Z&DM1 F0 FLOOR DRAIN |0V0 INDIRECT WASTE RECEPTOR CHECKED By, BP REPM, CO CLEAN OUT TRAVN BY, ALLIANCE PM, TP TRAP PRIMERLAV b\0\T0RY Y|R VENT THROUGH ROOF 01-09-04 V8 VACUUM BREAKER DRAWING TITLE, DRAIN, WASTE AND VENT PLAN STANDARD PLUMBING SHEET NO, DENOTES WORK TO BE DONE IN -ME FIELD MB05 SHEET SECTION -( D.i BY MADISON FIELD ERECTOR - | 1�� ^�u� | ^�^� | | �� | | � SHEET SECTION -( D.i BY MADISON FIELD ERECTOR - | 1�� ^�u� | ^�^� | | �� | | � n . ON . n . n ft . MANUFACTURING RANI INSTALATION NOTES: (B.S.) * 1) J.S. SHALL FURNISH AND INSTALL ALL FIXTURES AND MATERIAL NECESSARY FOR THE OP 1/2" FW -TO DOUBLE 1/2° FWTO RETARDER/ COMPLETE PLUMBING SYSTEM WITHIN THE CONFINES OF THE MODULAR BUILDING, AS 3/4" CW FOR STACK OVEN (+IC) PROOFER FROM CEILING SHOWN OR NOTED ON PLANS. ALL WORK SHALL BE DONE IN A NEAT AND WORKMAN - FREEZE PROOF G.C, TO FURNISH UKE MANNER. HOSE BIBB W/ & INSTALL BACK- 1/2" FW TO OPEN 2) ALL WATERLINES BELOW THE FLOOR UP TO 3/4"O SHALL BE TYPE 'L' SOFT DRAWN •.••.•..-:.-.:_.---...----- :•:....` ......., FLOW PREVENTER BASE RETHERMALIZER COPPER TUBING WITH NO JOINTS WHERE BENDS ARE REQUIRED A TUBING BENDER -------------------- --- /AC DEVICE 1 ". i •"' ''', i USED; ALL WATERLINES BELOW THE FLOOR 1"O OR GREATER SHALL BE I ("h SHALL BE :I ! i )' S, t T• __ _ TYPE 'L' HARD DRAWN COPPER TUBING WITH WROUGHT COPPER OR CAST BRASS --- �� _ ___�__ ___� ::_...._...- • :......I ......:.........:}....... t FITTI G5 J01 TS S --_._ ; .- ....--- 1. : r. .. .; ,: : : : o .. ...7 r f 1 : 'r"r D LNG LEAD FREE FLUX AN OLDER : : •. 1 :Ji . :... i', ii::, •.. -, : ;I KING ,- . •. ........ _ _ •................... . .. : . .. :. :. >: ; •-,.• I I:;I ;: ;; = �- .; I I 3) ALL WATERLINES ABOVE THE FLOOR SHALL BE TYPE L HARD DRAWN COPPER TUBING :. ::...: I !- 1... :. TO HAND SINK ..:........ :..__.... \ if 1: r . I "X H WROUGHT COPPER OR CAST BRASS FITTINGS. JOINTS SHALL B� PROPERLY ..;,' MIXING I :,......I.......; :: :•;;;: ....11:.................................... .......................;;; I : r•; .� :Tr . I REAMED TO FULL BORE CLEANED, FLUXED AND SWEAT SOLDERED USING 'LEAD FREE' :: 1 ..- O I >. .................. .........:::::::�::; OVF ' 1 VALVE I :..::: :::,1 >' T2A�' PRIM I i ...:T ER.......I 11 k_, I VALVE AB FLUX AND SOLDER I:+ I I `' I' . \ CEILING I 4) COPPER TUBING SHALL BE SUPPORTED AT EACH FIXTURE AND AT INTERVALS NOT .......... *......::::;: :::::::;,{ 5:;;;__•.., i :::.:::. I ".'.'. - (RAP EXCEEDING 4'-O" FOR VERTICAL PIPING AND AT INTERVALS NOT EXCEEDING 6'-0" i:+ I PRIMER t.........`...........................:.:.. ( >,- 1 i....... d FOR HORIZONTAL PIPING. .1..............:.............. : :: I Cr LINE 5) ALL WATERLINES BELOW BUILDING, IN EXTERIOR WALLS, OR IN CAVITY ADJACENT TO :::_:, ........ CD I I : i ; .......... ; i I I G.0 (WFURNISHP&CINSTALLL I I I EXTERIOR WALLS SHALL BE INSULATED WITH ARMORFLEX PIPE_ INSULATION HAVING A I ,._.................................................::....................... :......:.............. : MINIMUM WALL THICKNESS OF ON INCH LINE N BE INSTALLED I I 1 /2° CW I °?:• j:::::BAC OW: PREVF R DEVICE I ` . I I E :: I O Ki`;'L , ,NTE I �' THICKNESS E HALF WATERLINES SHALL NOT 11 ii ' "' I I """ " IN OUTSIDE WALLS UNLESS SPECIFICALLY APPROVED BASED ON GEOGRAPHIC LOCATION , ........1:.::...........:.. I I I +, I iL — /"TI OF BUILDING. : 1/2 H4V „ .. ::::: .. --...__..........................................................<-.._...............................: . I ;.; ::::::; ::; ::; ;::;:::;:::;:::;:::; '>,.... ;.. �- _.-- I TO WATER HEATER __.l.__. ,....:.................................................: ..... ::::: . • -- - - -._ 6) COPPER WATERLINES PASSING THROUGH WALLS AND FLOORS SHALL BE PROTECTED -------- -- ... .............-......----.................___-----......... ti r--- Y- -- --- _ _....-------------- --- --- ---ml------ ^-- ........ .. ............. ._+ I tr • : I ::...:::: :: :: :: :. _._ AGAINST CORROSION WITH SLEEVES OF SUITABLE MATERIAL. PROPERLY SIZED ES - - - - :................. % I 11:.. { ; I,; :: ;_; :r MIXING CW & HW t I: ,, I" ". :':,• I ` 3/4„ CUTCHEON PLATES SHALL BE INSTALLED AT POINT of FLOOR AND WALL PENETRATIONS. } 1 ?s f I �.........................� ...�; ......a:, I; l ' I ..;::• :: VALVE �- �:.:, . - = TO MOP SINK I F F 1.~:': '. : PIPING SHALL D SCHEDULE 40 D.W.V. PVC CONFORMING I , : : „ ASTE, AND VENT I i l U F::::::,,:::::i,---:.:.::::::::::::.::::::::::::: } - t :a�:::: �'r I '` - - - / DRA 1 I I' CW &- I - f l' ,' ASTM D2665 & D3311, U.�. FEDERAL SPECIFICATION L-P-302-8, AND ANSI A119.1 & a : f; :------ ; , ' i� , �1n�� A I I-. O II F TO. I T F PRIMED, P OP RLY REAMED U ULL BORL CLEANED, �' I.. •er,rr A119.2. ALL JOINTS SHA__ B_ R E CL A r R H TER - .. ;I WA L L i P1 3 I = --- , :F:-<' " IAPlD'SINK•. _ �__ AND SOLVENT WELDED. DRAIN WASTE AND VENT PIPING SHALL BE SUPPORTED AT , , F._ F...>. I I ; [:::,^ T:::... ::::::::: iiiiiiiiii;:.. ENS • • f ''�:�-' ,,,�:,.,:,,,�:, 1/2 FW TU HOT VjATER DISP 'ER '' ��._, :I .. �fi4� � '[� - �-- , ::::::::_ I VERTICAL SUPPORTED .,n,`•., , ,, ;;,,..,, - EACH FIXTURE AND AT BASE OF VENT STACKS, AL PIPING SHALL UPP ;� ,,,. -:;;. •. i ''I, ------- -� " ATCSUFFICIENTLYNCLOSE INTERVALS AS TO KEEP IT IN ALIGNMENT AND LTOSPREVENT G C TO FURNISH N ALL I I .. ;•.'• ..... ... --- _ --- BACKFLOW PREVENRSTEUICE r'3r I �1 1/2 WATER .L..• : .;.;, ; :....... , r . ;,f::::....;i i;r,1�fiiiiiiiti�';i I •'1ti7;�'�'i,'•:,": %, u 5 , SUPPORTED CLOSE VA r I :' ;' : 'I :;•;:. :: ,.y .1-::i::::::: I - SERVICE BY G.C. INTERVALS L E• I I SAGGING HORIZONTAL PIPING SHALL BE SUPPO D AT SUFFICIENTLY OSE IN : --'il``::. — AS TO KEEP hr IN ALIGNMENT AND TO PREVENT SAGGhNG BUT NOT LESS THAN 4 -6 _ i ,, .�. - .'� i I I u°' 4. I- I -, I - 1 2 CW INTERVALS. <:.::• . >:. I / I :., : I �:: °° I t DRAINS AND HUB DRAINS SHALL HAVE PROPERLY INSTALLED TRAP ;. 11 .... 4 .t-J_ ) ALL FLOOR ,, �:T I '0 �I I I E:I. . ___, I 1/2" HW I I —j„t ;_ . I PRIMING DEVICE fft :• 1 GW11 z::::.........a L--------- --< •.- :�;;.--- -------------__------------- ------ -- -- t-T-.- -- ---I- -1 .. r :T,.'I:I::•: I _ I ;•o - ) ALL HOSE THREADED CONNECTIONS SHALL HAVE PROPERLY INSTALLED VACUUM ;; _ 9 ' JREAKER BACKFLOW PREVENTER. . I I i4T.S _ _ I I,pc::;�•I; �• I I I I I _ 110) VENT EXTENSIONS THROUGH THE ROOF SHALL BE A MINIMUM OF 3 INCHES IN DIAMETER, 3/4"' CW 3/4" CW 1 ° CW I;;;, . ''',', f .'1`";. —1— I — :-.. I I�I :- 4.......:::..:.:.- : - =- --- WHERE NECESSARY TO INCREASE THE SIZE OF THE VENT PIPE SUCH INCREASE SHALL BE - - ...--- . ,. ; B.S. TO PROVIDE 1/2" FW TO DUAL SOFT.. , ;;;:; I I ; d : ' " I 3 4' CW & HW F 1 INCHES BELOW THE ROOF LINE. VENTS SHALL TERMINATE A MINIMUM T ULE I •,.T., I / A MINIMUM 0 2 S NION A MOD t•...• : '' ;:, U �. 1 ,, li' .,� i '•Y ,{` HEAT BREWER � 1 :�}h �:, -- - TO 3-COMP. SINK [ 1 1, r ..I;l I I I i OF 12 INCHES ABOVE THE ROOF LINE, WHEN NECESSARY (DUE TO SHIPPING HEIGHT UM- . LINE CROSSOVERS ti G.C, TO FURNISH & I STALL k5,.# . ,, I I IIp, ° 3 4" GW & HW - I IB.S.f I INSTALLED - 1 I i . ;.' N 8�THALL PROVIDE VENT 'TERMINAL EXTEN�ION.D TO BE IN�TA__D AT JOB , I C.C. TO CONNECT k:,;,j.. / I rrnno •�) i ( 1` BACKFLOW PREVENTEf; DEVICE` e, TO 1-COMP. I I I ! ? ?' C�I:j?.;; I.. SITE. AT JOBSITE) `::'I:. `E [-.-::•: I �;[::: SINK.:' '. I'., '1 ;.T: I 11 CRAPS BELOW THE FLOOR THAT CANNOT BE HELD ABOVE BOTTOM OF BASEFRAME SHALL . ,.. I ) :: _. ;.; . '` _� Y ........:. ....... .i:......I ___ _... _ _ .. ._..... 3/4 CW : +,;.:.._,.-- - 1�� "CW Br�NW F_,_.: i BE DRY FITTED, PROPER,-Y NUMBERED, LABELED, AND SHIPPED WITH BUILDING TO BE IN- i <_? TO HAND SINK ; ; T I I I I I STALED AT JOBS, TE• I ' '' I I I 12) U.S. SHALL PROVIDE AND SHIP 4NTH BUILDING ONE CAN OF PVC PRIMER AND ONE CAN �' ;'' - -- -�- OF PVC CEMENT OF SUFFICIENT QUANTITY TO INSTALL TRAPS AND VENT EXTENSIONS. I I I 1) TESTING t-J1.3 I K =I. VALIVE �J, WASTE,ING VENT SYSTEM SHALL BE TESTED BY CLOSING OFF ALL OPENINGS EX I I DRAIN, � TRAP PRIMER ,T- TRAP I I' I I I O I I I CEPT VENT TERMINATIONS AT ROOF LINE, FILL ALL HORIZONTAL AND VERTICAL PIPING PRIMER I • WITH WATER AND CHECK FOR LEAKS. ANY LEAKS SHALL BE REPAIRED AND TEST "" " "" �'�E "" `' OVE 11 I REPEATED. POTABLE WATERLINES SHALL BE TESTED WITH A SINGLE CHARGE OF AIR VALVE AB \ ` CEILING I AT 100psi, PRESSURE SHALL HOLD FOR A PERIOD OF THIRTY MINUTES WFIHOU r ANY LOSS. 1.I-. I P �f }� 1 I I 11 FINAL TEST OF WATER SUPPLY SYSTEM U TRAP -J\ I Y TLj r: 1 ;i I F•.,<: ` `1 t I i 1" CW O t x j ..._ J' , AFTER FIXTURES ARE SET, WATER PIPING SHALL BE TESTED WITH A SINGLE CHARGE OF 3/4 CW FOR 1 PRIMER TRAP PRIMER : I I I I I. li >' it , I•i AIR AT 50psi, PRESSURE SHALL HOLD FOR A PERIOD OF THIRTY MINUTES WITHOUT ANY FREEZE PROOF LINE \ I I I h -JI`�7 � -- `' VALVEBOVG;` r"._:j �` } {': r_ - - I LOSS. HO SE BIBB W I E�� I /�'. \ CEILING I;J.;-­'1­- VACUUM BR R :> .. ,.":. , S ERECTOR) I ••. r R R I " I I JC)gSffE INSTAL�TI®N NOTES (R. ) Y : — - —1 2" CW & WW : ::::::: ; = 1/2 FW TO FOUNTAIN ' 3/4„ 3" `FW 1/`2" CW & WW-_ ~� .. [". - ICE M FW� I 1 PRIOR TO SETTING BUILDING ON FOUNDATION B.S. ERECTOR SHALL LOCATE AND IN- 1 TO LAVATORY, i0 LAVATORY i f G.C. TO FURNISH &INSTALL ) (( It. L. I -� I E 1 I BACKFLOW PREVENTER DEVICE I "' " ...... I STALL TRAPS BELOW BUILDING (TRAPS, PVC PRIMER, AND CEMENT ARE SHIPPED WITH ;`;; JU I ..: 1':, I I n — -..I BUILDING). TRAPS SHOULD BE DRY FITTED TO PROPER ALIGNMENT, REMOVED AND JOINTS ... ., 1/2 FW TO CARBONATOR i I CLEANED, PRIMED, AND SOLVENT WELDED. TRAPS BELOW THE FLOOR TO BE INSTALLED 1/2" CW TO G.C. TO FURNISH & INSTALL t : . •'�. — ' AT JOBSITE ARE LOCATED ON THE PLUMBING PLAN NUMBERED AND MARKED WITH A 34 CW- / 1/2" CW INSTANTANEOUS I I I BACKFLOW PREVENTER DEVICE I ' F., STAR'. TO URINE,L FOR WC WATER HEATER'- ' "' I `'' ) AFTER SETTING BUILDING ON FOUNDATION, B.S. ERECTOR SHALL LOCATE AND INSTALL 3/4" CW : * 1/2" FW TO FOUNTAIN : : : ; . — : :, DISPENSER • '• co VENT EXTENSIONS ABOVE ROOF LINE VENT EXTENSIONS PVC PRIMER, :..... --:-'::::.J. ..:::...... r-----•--,•-'r::.-::::-•+::......r I i:::::::.s,ri-.::::>..::_......, ;......---- ;._..... �..:.....::>.,.:,_..�. ; ....... ;,—[ �.:. • : - ; ; SHIPPED W11H BUILDING). JOINTS ARE TO BE CLEANED, PRIMED, AND SOLVENT WELDED.E G.C. TO FURNISH &INSTALL ' ; I -. ;i 1.[ I } s'. $ACKFLOW PREVENTER DEVICE .r`' . (GENERAL CONTRACTOR) ;i I - _. -- - -- :.• " i - + - k -- T - : FROM Loon -- 1. :'i ; t r i i ,' is .,, T ---- : ,. ... ........... r . NTR TOR HALL OBTAIN ALL REQUIRED INSTALLATION I 1/2 (W ' -_ I_ :.:..:........ AU fHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS. :• L_.,- _, _ _ ... -- - ---<�-`� "-- � � � • -- � �• .................. � � �� ��• '^� � GENERAL CONTRACTORS I STING 0 COMBING SYS FOR WC I `-`---_-___ - - - •....... �.......::...::::::::>�..- ���� '°, ;-------..._.>.. : •: -_-' --� i 1/L FW 2) HALL PERFORM REQUIRED' ON SITE TE F P - I `--- --- ,1 �" - ---- I TO FOUNTAIN TEM AND SHALL INCLUDE THE COST OF TESTING IN HIS BID, IN THE EVENT LEAKS ARE `I ICE MAKER (+102") DETECTED B.S. SHALL BE NOTIFIED FOR CORRECTION OF LEAKS. _______________________________-----__- �_-----` G.C. TO FURNISH &INSTAL -_-_- __- 3) GENERAL CONTRACTOR SHALL CONNECT BUILDING DRAIN TO BUILDING SEWER, BUILDING BACKFLOW PREVENTER DEVICE DRAIN STUBS ARE LOCATED ON PLUMBING PLAN. 4) GENERAL CONTRACTOR SHALL CONNECT BUILDING WAFER SUPPLY TO POTABLE WATER ---------------- ------ --- ---�-� SUPPLY SYSTEM, BUILDING WATER SUPPLY STUB IS LOCATED ON PLUMBING PLAN. Y G.C. O TO CSH & ,NTT 5) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL WATER METER, POTABLE WATER SUP - WATER SUPPLY PLAN G.C. FL FURNISH & INSTAL PLY PROTECHON, PRESSURE REDUCING VALVE, AND THERMAL EXPANSION VALVE, WHEN WATER eaUl I �Y I Lh1� BACKFLOW PREVENTER DEVICE SCALE: 1/4 - 1-0 — 1 1/2 CW 1-0 WATER REQUIRED BY LOCAL CODES AND/OR CUNUfIlON5, HEATER, SINKS AND *_ 6) GENERAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS OF WATER SUPPLY LINES THAT RES1/2" FW TO FOUNTAIN CROSS MODULE LINE, CONNECTIONS ARE LOCATED ON PLUMBING PLAN. DISPENSER 7) GENERAL CONTRACTOR SHALL INSURE THAT WATER HEATER IS COMPLETELY FILLED WITH NOTE: G.C. TO FURNISH & INSTALL WATER BEFORE POWER TO WATER HEATER IS TURNED ON• ALL PULL DIMENSIONS ARE TO 1" CW TO HOSE BIBBS BACKFLOW PREVENTER DEVICE 8) GENERAL CONTRACTOR SHALL ADJUST SETTING ON MIXING VALVE TO TEMPERATURE ORIGINATE FROM THE HEEL OF — WATER FILTER Oo COMPLYING WITH REQUIREMENTS OF LOCAL JURISDIC110N. THE PERIMETER BASE CHANNELS 9) GENERAL CONTRACTOR TO FOLLOW THE FOLLOWING INSTRUCTIONS FOR INITIAL START UP -- _ _ �, AND AFTER SERVICING THE WILKINS No. 975 BACKFLOW PREVENTER: a.) THE DOWNSTREAM SHUT-OFF SHOULD BE CLOSED. b.) SLOWLY OPEN UPSTREAM SHUT-OFF AND ALLOW THE BACKFLOW PREVENTER __ TO FILL SLOWLY. �' c.) BLEED AIR AT EACH TEST COCK. y ,I, ':�c� I'' d.) WHEN BACKFLOW PREVENTER IS FILLED, SLOWLY OPEN THE DOWNSTREAM SHUT-OFF AND FILL THE WATER SUPPLY SYSTEM. : : : NOTE: THIS PROCEDURE IS NECESSARY TO AVOID DISLODGING "O" RINGS OR ` ......:..:...................I..................... CAUSING DAMAGE TO INTERNAL COMPONENTS. , ...... ........................ ........... ::::::::::: (__ LABEL VALVE "HOSE BIBB .... .........:::::..I....::::::::...:.... SHUT-OFF" BACKF UW �� PREVENTER M i I Abi f— "Y' STRAINER ANION - 1 IUNIUN-- BY B•S, BY B.S. :::i::! rtL� =- I _ '� *_ ': `1.WATER METER FURNISHED AND <' ; INSTALLED BY 0.C. h .- BACKFLOW PREVENTER 1* /2" WATER J DRAIN, PIPE- TO FLOOR SERVICE BY G.C. DRAIN LABEL VALVE 13'-O" FROM HEEL "MAIN SHUT-OFF" r' OF BASE CHANNEL. ELEVATION r -,- SCALE: 1/2" - 1'-O" P.1.) 3 --- AOc. NC'Y APPROVAL These prints Comply Witli the Florida manufactuml Building I Act of 1979 Construction Coders and adhere to Eire following I critaria: V Const. Type _. _.. i 13 I Occupancy _- - �__ I Allowable No. a Of F€DOfo ______ I 1 UVind Velocity 10 I --.---------------•-------- __ Fife Rating of 0 1 i Floor Load — It) — I I � ,pprDvalDate - 1/2)3€14— i''ii I- - PSI fvlodula Div*lon --- . _----.._----- - DENOTES WORK TO RE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp .... _. ­. ;.. BP AMOCO, WA ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend Leaf G1oba/Affia rice NO W MNXLM DWE - M& CODE WW CHICAGO, U" wo VESICN Tfi1M MEM9ER TITM — -1HE SYIEOD. OF OUMTIY MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No,—YM_30368_--_ BLDG, HAND SHOWN SCALE, 1/4' I'-O' --- MODEL, 4200BP905-VO5.3 NO, DATE REVISION DESCRIPTION SEAL, l i I it I r/ �/ v NAME, RAJNI T, PARIKH, P.E. - LIC, NOMBFRI 0042260 _ Cf1NFi0FNT[A1 ITY $TQ,TF..MENT! THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED DY DP, AND ALSO, THAT THE MATERIALS CONTAIN PROALEUGED AND CONFIDENTIAL UUSINESS INFORMANON OF DP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MAIERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE IRE MATERIALS AVAILAULE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO OP ETHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF 9P< WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE CSR SITE ADDRESS, AID" DRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, F! ss# ............................ DESIGNED BY, ALLIANCE Z&DM, CHECKED BY, DP REPM, DRAWN BY, G H ALLIANCE PM, VERSION, V05.3 PROJECT N01 01-09-04 DRAWING TI-TLLE, WATER SUPPLY PLAN SHEET NO, MB05 P.1. SHEET NO, SHEET NO, 20 32 f DILL OI WATER HEATER 3" VTR , I I 1 1/2" V -\ EXPANSION p 3 VTR / TANK TL C.O. BY G.C. 1 1/4" 1 1/2" V I , 1 1/2" V FIS C.O. \ BY G.C. 1 1/2" V , C.0- V 1 1/2" BY G.C. ti . I V -' \ 4" BY ' - G.C. UPPLY ' - G.C. CONNECTION 4 BY C.O. 3" IDWR BELOW BUILDING 4" G.C. BY G.C. W/ TP G.C. \ I JALVE ` & FUNNEL r %� I - C.O. I I C.O. 3" VTR - BY G.C. BY G.C. 4' BY- G.C. CONNECTION 1 1/2' V BELOW BUILDING 3 1 1/2' V 3„ ' / G.C. CONNECTION ` 3" FS ' BELOW BUILDING - W/ TP 3" FD I �' 4" BY / ' 2" � '� W TP � � � , C.O. BY G.C. `-1 1 2" V / G.C. CONNECTION / _ 3" IDWR G.C. \' URINAL / BELOW BUILDING r / 3„ V lJ W/ 1P ` /li / 1 1/2 V - ROLL UP 45' - & FUNNEL (� \ / 1 1/4" ; \ C.O. BY G.C. / I LAV. ; C.O. ` V, FD I 3 \i� 3" I BY G.C. W/ TP 1 1 /4„ \� 1 / C.O.- /' I 3U LAV. BY G.G� 2„ 2° I , I ` 3" WC , ' 3" FD 3° W/ TP DIELECTRIC UNION -J WATI�R HEATER INSTALLATION DETAIL SCALE: I, f.S. 3/4" CW FOR FREEZE PROOF\ HOSE BIBB W/ VACUUM BREAKER 1/2' CW & WW 10 LAVATORY 3/4" URINAL 1" CW 0/ JO 2" CW R WC 1/2" CW \`\ FOR NC 3/4" CW In r n I SHUTOFF VALVE 1/2" CW & WW - TO LAVATORY 0 -1/2" CW TO INSTANTANEOUS WATER HEATER (UNDER WOMEN'S LAVATORY) WATER FILTER DETAIL SCALE: N.T.S. C.C. CONNECTION \ I BELOW BUILDING \ IDWR 3" FS 4" BY W/ TP W/ TP & FUNNEL --"1 G.C. CONNECTION ^ \' :S—COMP SINK TO DRAIN 1 1/2 V 1 1/4" INDIRECT AND INDEPENDENT TO BELOW BUILDING BY ,1' A° V HS FLOOR SINK WITH A 2' AIR GAT'. ; ; 1 1/2 V C. 3 -I - C.O. BY C.C. 3" WC \� C. O. -`� 1 1/2 V \ \ I 4" BY BY G.C. . 1 1/2" V 3" VTR - G.G. ` " V ROLL UP 45' JiF 1 1/2-" / N—G,C. CQNNECTION ; 3" IDWR W/ TP - .3', MS BELOW BUILDING -- - 1 1 4" ; & FUNNEL i / -� J HS ROLL UP 45'� \ " G.C. CONNECTION -' 1 1/2 V I ; I I / \ I \ 2 ; 1 1/2 V „ 1 -''�- BELOW BUILDING / I l 3 FS I 3" FS I G.C. \ / ` \ 1 1/2" V 3° FS i 1 1/2' V CONNECTION \ _ �\^ %K / 3 BELOW C.O. C.O. BY G.C. / ' 4" BY \ IN/ TP 2" j BUILDING - \ BY G.C.. - / / 3„ G.C. ![G.C. CONNECTION `\ �r C.O. 4 BY \ G.C©Y BELOW BUILDING 1 BY G.C. G.C, / 4 BY�.., 4" BY 3 IDWR 3„ L G.C. I ~ C.O. 1 G.C. CW W/ TP 3 I / \ BY G.C. ` & FUNNEL �J G.C. CONNECTION J f C.O. / 4" BY BELOW BUILDING BY G.C. / / /\ G.C. IF 4" BY G.C. / 4 BY G.C. CONNECTION �\ i G.C. BY G.C. ` BELOW BUILDING >K / � — — — — — — — — - GREASE INTERCEPTOR 4" BY, / FURNISHED & INSTALLED 3/4" CW i G.C. / / / / BY G.C. DRAIN, WASTE AND VENT SCHEMATIC 1/2" HW I �\ SCALE: N.T.S. / 1" CW 1/2„ CW i / / / 4"G.BY /1 1/2 FW TO PROOFER I / C.C. TO FURNISH AND INSTALL i �\ / I BACKFLDW PREVENTER DEVICE 3/4 CW I ' MIXING VALVE OK 4" 0 TO SANITARY / I If © i \ SEWER BY G.C. 1/2" FW TO DOUBLE STACK OVEN 3/4" FIN 1/2" FW TO OPEN BASE RETHERMALIZER J 1/2" FW TO CAPPUCCINO MAKER G.C. TO FURNISH & INSTALL BACKFLOW PREVENTER DEVICES �I 1/2" FW TO HOT WATER DISPENSER I �� C.C. TO FURNISH & INSTALL BACKFLDW PREVENTER DEVICE ` 3/4' FW TO CARBONATOR FW �. AND FOUNTAIN DISPENSER 3/4" FW TO CAPPUCCINO 1/2" FW TO DUAL ,.. MACHINE, PROOFER, SOFT HEAT BREWER \ DUAL SOFT HEAT BREWER, G.C. TO FURNISH AND y DOUBLE STACK OVEN AND INSTALL BACKFLDW FOUNTAIN ICE MAKER PREVENTER DEVICE 3/4„ FW \ . 3/4" FW SHUTOFF VALVES 1/2" FW TO FOUNTAIN / ICE MAKER (1-102") � � / � / 3/ 4 FW C.C. TO FURNISH & INSTALL 1" CW TO BACKFLDW PREVENTER DEVICE \\ i I / / WATER FILTER I \ ' �J I I 1/2" FW TO CARBONATOR i G.C. TO FURNISH & INSTALL BACKFLOW PREVENTER DEVICE J 1/2 FW TO FOUNTAIN / DISPENSER G.C. TO FURNISH & INSTALL BACKFLDW PREVENTER DEVICE _FILTERED WATER SCHEMATIC SCALE: N.T.S. VACUUM UHLAKER \_ 1 /2" CW & WW 3/4" CW -J '-- 1" CW I � I I �\ I � I � 3/4„ HW i I ' I. CW I 0 I TRAP PRIMER 3/4" CW & HW VALVE ABOVE i \TO 1—COMP. I CEILING r SINK I I 1/2" CW & WW- ' MIXING VALVE J (K i 3/4" CW & HW- TO HAND SINK �- \� TO 3-COMP. SINK � 11,, 3/4„ CW p ;5/4" HW \ 3/4' CW & HW� i J TO 3-COMP. SINK f, � TRAP PRIMER VALVE ABOVE CEILING 1 1/4" CW -\ HUSL HIM SHUT-OFF" ODACKFLOW —� PREVENTER \ "Y" STRAINER WATER METER -J FURNISHED AND INSTALLED BY C.C. SCALE: N.T.S. 1 1/4" CW & HW (AGENCY APPROVAL I I TO WATER HEATER These prints comply with the Florkie Manufactured Suildinq AU of i979 Canstrurtion Cados and adhere to 4he following I CriteYia: I V1 COITSt. Type _.------.."'-------...—.,.-__^'--- � C)s:cu}r+ncy Allowable No, T I Of Floors ISO I 'Wind Velocity l Fire haling of + Ext. Walls__ -- Floor Load TO MOP SINK Approval Dale __-1/2,304 PSI NIoowlar D i w 1011 LABEL VALVE "MAIN SHUT-OFF" —1 1/2" CW STANDARD PLUMBING SERVICE BY G.C. DENOTES WORK TO BE DONE IN THE RELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR CLIENT, bp BP AA,1000, U8A ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease GlobalA ll_J'a nce 200 EMT PAPDOI PH OWE - MA. CODE 6000 CMAGO, LINM 60801 DESIGN IMIV MEMBER TITLE.• 4 'RIE StynaL OF QUAUIr' MADISON 1035 IRIS DRIVE, S.W. - CONYERS, GA 30094 T10 483-4401 - FAX 770 785-7967 MADISON JOB No, W_30368 SHOWN BLDG, HAND SCALE, 1/4' = 1'-0' MODEL , 4200BP905_VO5.3 NO. DATE REVISION DESCRIPTION SEAL, I NAME, RAJNI r. PARIKH, RE, 1IQ NUMBER, 0042260 ---- CDNFIDENTjE14 jTY STATEMFfjL THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED UY UP, AND ALSO. THAT THE MATERIALS CONTAIN PRINLEOGEO AND CONFIDENTIAL EIUSINESS INFORMATION OF UP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR VMICH DP HAS MADE THE MATERIALS AVAILA91_, AND RECIPIENT AGREES TO RETURN ALL MAIEItIALS TO UP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF OP, NHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED BYL ALLIANCE ZS.DML CFIECKE➢ BY, BP REPM, DRAWN BY, G.M. ALLIANCE PM' VERSION. V06sg PROJECF NO, 01-09- 0 DRAWING TITLE, PLUMBING SCHEMATICS SHEET NO, MB05 P.6.1 SHEET NO, SHEET NO, 21 32 i"I Icmi. >I to 0 m Cu R W1 W IE L W 4"� PENETRATION �� I , EXHAUST __�~-� IN CEILING. UU I O N 1� I O ----- - . EXHAUST O ._......... ...... ....... ; ___—__ ;.....!.. 1 BB - 45U cfm ...._. ..:. .:r;.Y::::.;••. FAN •' /\ NOT SLEEVE. ...... .......................... 1' • • '..ROOF , O m f v- 0 z z CL: ,7:� � L U (--) 4" 0 PENETRATION IN CEILING, DO NOT SLEEVE. -I-.................... +60" TM O'"! / HALL rr' - . . O 60 cfm .: ,:, 6 FLEX rl: 1! i �......... ..... .. it � `:: CC 0 4 O PENETRATION -- I (C. EVAP. No 3)............ .....=---...-------- F::::---.• .. .s I! G (C. EVAP. No. 1) :" O „ :: :1 f (C. COND. No. 2 O EE it ; - it:...............................;..............----.........._.... __. _ IN CEILING, DO ) (C. COND. No. 1) cfm: +54 - ........ . .. •' ' 00 6 NOT SLEEVE. „ ,. u 3 m „ V ,i „ I. A ;; -`O 1. . O „ „ 225 f p : ............. ., B...+5'4r��fm 250 cfm :' - < I I Q 24b cfm: ! . . ............ .............................. ------------------- _-.- .._.................... -----_ ..- R/A' - T T ! O I 1 K Ii i 8U . !I F I ! I '" ------------------ ------------------------------------------- ---- -- --------------- ----- ----------- --- ---- �_-------- -- -- ---- ... ....... .................. ..... - ------..�C------- - -- ----�-------�- I I I I -• • ____-.__ t,l " I 8 FLEX 8 FLEX I, r I __ . . i , , . . -._�,_ . . I ,,, I I :,. 1 I 1 :: i i 7 , S" FLEX : : li •.� - -- - F-1 , .. T 1 r I TI , R - :1".•...,. _. .. .. ............................. ..................... _ 8 FLEx I --- ..III:: 1:I O 300 cfm `>;,' 1 If....__,. : I : ," .,__--- I(- - - -- _ '�Z-:1�i. : L..::.:..._}•,,,,: !. I I I , i! .... ,- ;......... 45 cfm; E ; :, I I'.............. 4---------------_ ................. ,. ---- __ 30 cfrn ___.._•__._ , ......................... ................... �.............. 0 „ 1 r - .. I I „ t , , , , , , „ .. _.. - - , _ '� ,.......J, It I I I I 1 II i—�,-�--I : 1 r 1:__.T..........._ - --- R i Kr,+ R ../ t,l `....... ...., „ v ---- L... _ -.1... _----•' 1 A 1 ,, 1! ' ;I 530 cfm i , i ., ! i i i O :... 1 _.... - :........................._ --- - cfrn) :• 1 ; ........... . O It FLE r 32 x 46 x 10 >K, 1. No. 1 ON RO F I 1 1 p , / N :......I; --1 RETURN I P1.I A Et PLENUM I I , 1.I1 ---T--------- II r----.... 10 FLEX _- , I ,- ... ;s:>....... ............. . . ....... - -- - ..;.:: - ...............-•---...... . 295 cfm ' : R A I ----------------- k I I •...---L; `•' 10 FLEX ... , -, , ;� 10. LEX I , I I , I ' I , r' -- I ' , — I , ----- �•F .. I F r .......... .................. ......................... -- ....... , . r r - ......... i 1 I ; ; 1 �I I -- ....:..........a I I -- a 1 :... r , 1 ! r.I • •, I J. I ---- , • • I ; I i . 1 I I • • • :I I' 1 . It A ,- -. I 1 :� " i : I 1I N.. •_-------••---......., t. J 1.____....,..... i 1 L.... __..:.... •- . ..................... . � w ..... ; ...... � " - --------- ...... )< ........, t I : .......... ..... I I I I I , V .1� AA O ' AA „ ; 11 z " , ,,:III ;! I , L. .............,........-0---------------------------t.........----......................���------..._-------._.---------0.................O.I - - - •, I I ! !! 10U cfm: ............ � ....... i-w-w- ............... W.-I". .. . /.� ..... ­__ ------- � IF 22x12 2x6 I I ;'I ,32x12 20x6 I , ---' 22x12 I 20 x 12 :! I 32 x 12 4x6 RS RS I 24x121 2 P I' I 1 !1 Zx1 Z 32x12 ' I - ; 12Ux6 20x12 ! C I I I v x 1`2' ` 11 24 -----...r............................................................................ 1 , , 1 O AA D S, 24 x 12 24x6 ,, 24x12 : 1 MObULE LINE- �' . D 1,' S `.I I I T I , I ........ .............................. ............... ........ _ �a............ }} 1; : , :; A O __ 1...... 11 O I - I IL__---•' - } CROSSOVER * I LE LINE F......1! I I ,, .. I I: 10"I FLEX-- ---,i_ BY ' S. 3Z" x 47 1' 2" x 12" ' I I " U I MUD �__. k__ _._.. - - _ -•--- ---- - --- _.....- - : I x 37 1 2" x 12: CROS,OVER _.........,_. .............. - - _- - _ - 10 : FL II I - -, .............-,._-_,-.__.-._.. ...._ _....,.__.r............. _ ..................r....._.. _..i ......... ............. ............ ........ ........ - : : I I I i! Y !A T'LENQW ; I • i1 450 cfm I : : ! - :....Y....:......: : . 21, BY 8.�. 1 �. 1 i= w r Y.............. ! I ? cfrn _ -- _ _-- . , , . , E ---- „ x I -- - T,, I 1 I I I I I I I I 1 -- -- i; ............... 400 cfm , , , , . . . . �. - - ---- ---- �.................... F* • f �' ,......T` I R i I i I ! 425 cfrn 300 cfm -/ -. 1 �" FLEX - !I . T ! O ! ! ! ®! �/ 6 F--X : d II: ,; - AA • : "10 ;FLEX I' `-' I IF O AAY H. ` A T V• C UNI :...._,',.........................>. ! No, 2 ON ROOF -...........:............................................................... ....._.. A . I I AA - 0 FLEX .. .........1. r' 1.......... : ! ! 1 I1 N I 1 x 18x12 18x6 + I /-> x «� 18 x 12 18 x 12 18 x 1L 18 x 12 FLEX' 18x6 18x12 - -- _- __- ._...,..__-' - T.............-............__..........---------................................_._' ..... --- ... . T t T ._,.....,. +.. .. .. , , 1 I .: I I , r -- - - .... .............................................. .. .; , .. „ T1 , _ . . , ,I 160 cfm r ,........_.,..._-_.. ,. , I ! t I: „ I .1 , � Y• . I , ' I: . I !: ' .._x....l L....1 1 I i . , . 16x12 16x6 `' �`/ „ I I MODULE LINE Tr:.l. .. 16 x 12 16 x 12 16 x 12 w x ; ; 8 FLEX ! _...._ .....--•---- �' 16x6 16x12 ! I CROSSOVE _ - !/ !! 11 ;: R ti•` I I I i _............................................................................... . BY B.S. S ! I Y �:: Y ! -- ..........;. O : O I� : _: C : .. 8 X 8 F , : FLE . . ............... 60 cfm : 13t ! °•..� ! 8 FLEk .r': ': „ „ � LEX „ I-Lf FLEX ! 8 F X: O -~ 8 FLEX ; I ! 'Z; T ; F®UN SIN �--� .. .�-- - ------ ..---....... ....... : : : N.-7- ....... . .... I ..... .... I 1 i !! I ,. , I ...._. J.....:..........:..._,....i „ 1 ....._«.............. .._....-.-. .__.._ . ,. - 1­ -I ..l_. u n 340 cfm II i O. : ,, : .: I. „325 cfm ! ; ... ' "325 cfm ; II I '-I I r ;1 ............... ......y--•-•' .........._..........--- `---!' i i I I 250 cfrn , .... ............... ...... . - , I, , „ , 1 I�: • cfm 100 cfm; ; 1 Q � 3 . ,. O : o I.I :.. !o I o� I P ' . iT L 1 ........................ ............ �---.....-....-----._..........-.;----..._......---....................._._.. 1.................. :..'.........:.... o ! ! : HY.A.C. PLAN SCALE 1/4" = 1'_0" . DD I •-- --... - . .. . � :• I ji ' - tr $i _ >� - ; I o`, , I I 1 I I I I I o I ,% I I I I I I I I l_ - 1 I ! I I I I 1 :v ! I I I I ! I I I ` -- ---I- - 1 I I I I I 1 do 1 ,o? I I I I I 1 I 1 _ 1 I ----_ - I I I o, I I I I I I -}-_sd I I 6-st 1 I i•ry•: 'o` I i" t• I I 1 I = I 1 -T 1 _ `I` 1 I -- F---'------ I I I �^' I .9 4i I 1 1 _ a-,,-t---- _ 1 1 I I 1 I 1 I I I I ! I I -_--i ---`- I I I I --------A-- I _I____._--------- I ! 1 I I I I I ------I______ I I I I I I I 1-_-�__-_ 1 1_-_.-- I I I f __-_�___- I I 1 1.__ ---- __ __ ,_-________1______- I I ______ - ----`_----- -_L____-_---_ 1 _______-__I_-_- -__ DENOTES WORK TO BE DONE IN THE FIELD MECHANICAL OUTSIDE AIR CALCULATIONS TABLE SPACE FLOOR AREA (SF) o. pCGU ANTS O.D. VENTILATION REQUIRED (CFM) TOTAL VENTILATION (CFM) RETAIL 2505 --- .3 cfm / SQUARE FOOT 752_ CFM FAST FOOD --- 2 20 cfrn /PER PERSON 40 CFM OFFICE - - - 1 20 cfm /PER PERSON 20 CFM STORAGE 396 - - - .15 cfm / SQUARE FOOT 60 CFM NET TOTAL B"l2 CFM 672 CFM REQUIRED OUTSIDE AIR. 900 CFM PROVIDED THRU MECHANICAL SYSTEMS. LEGEND _(R ) REMOTE SENSOR {S) SMOKE DETECTOR WITH SAMPLING TUBE (T) H.V. & A.C. THERMOSTAT -O% COOLER, FREEZER ALARM INDICATOR LIGHTS SUPPLY AIR DIFFUSER 171 RETURN AIR EXHAUST FAN F/A FRESH AIR S/A SUPPLY AIR e R/A RETURN AIR I CFM CUBIC FEET/MIN, B.S. BUILDING SUPPLIER - MADISON INDUSTRIES #14 THHN - --- G.C. GENERAL CONTRACTOR MATCH COLORS 1/2" METAL FLEX < TO H.V.A.C. UNIT No. 1 .- AIR BALANCE SCHEDULE T:QUIPMENT KEY OUTSIDE RETURN SUPPLY EXHAUST PRESSURE PERCENT AIR AIR AIR AIR OUTSIDE AIR O"_/ H.V,A.0 UNIT ON ROOF No. 1 450 2950 3400 - - - +450 13.2% OA H.V.A.0 UNIT ON ROOF No. 2 450 2950 3400 - - - +450 1:5.2% O RES (ROOM EXHAUST FAN - - - - - - - - - 85 -85 - - - © RESTROOM EXHAUST FAN ___ - - - - - - 85 -85 --- OV FOOD PR=P EXFIAUST FAN _ — - - - — 11 --- - - -] 450 -450 --- I - TOTAL +280 O �_ THERMOSTAT UNIT 1 cm) E3 r.• RC RED - GREEN C G Y1 YELLOW © Y2 ORANGE BLUE X REMOTE WHITE SENSOR Wz BROWN T WHITE T T RED T * BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR NOTE; SMOKE DETECTORS TO BE LOCATED KITE IN SUPPLY AIR DUCT 'EEN 2 Z RED 3 3 ILUE 6 6 NGE 7 No. 1 7 UNIT No. 2 12 OWN 13UNIT TERMINAL TERMINAL LOW BOARD BOARD 13 'PLE 18 18 21 21 ' a o 00 a� J--BOX IN ELECTRICAL CLOSET El ___] r------------•----•-------- CROSSOVER TAPS i RELAY i CROSSOVER TAPS IN H.V.A.C. UNIT RED 1 e ,,r ! RED IN H.V.A,C. UNIT (FIELD WORK) 2 CONDUCTOR GREEN TAPE ( ) I � � 71 1 ,2 CONDUCTOR (BLUE TAPE) (FIELD WORK) - - WHITE 1 1 WHITE- - - --- - - T- BLUE ! 4 11 I I c_ 4" x 4" J-BOX I 2 10 ! i 1 4" x 4" J-BOX ABOVE CEILING 11 .WHITE WHITE ABOVE CEILING (MODULE UNE) RED 1 I RED (MODULE LINE) __ ___ ____ 5 CONDUCTOR (BLACK TAPE), I BLUE d E ; CD I YELLOW - c J ! 15 CONDUCTOR (WHITE TAPE) - O CID C1] 11 L---.-_ __.____-_----__._____J W.---. `� k' Q H o YELLOW a 24 VOLT m INSTALL JUMPER J �'� 120 VOIT � � � r INSTALL JUMPER 15 a 1a 2 . 1s D -- CKT. No. E-42 15 3 14 2 11 19 '0 9 10 618 _ s m D 18 SMOKE DETECTOR w �-TRANSFORMER _ _ SMOKE DETECTOR a _ UNIT I O ¢ o � w m iz aJu Cam? L� UNIT 2 0 J (-' � `. 3 w � s T 3 6 M L Ln =_ .3 3 O Z 1 BLACK RED � E� 2 I BLACK 4 4 RED MULTI -SIGNAL TEST STATION 7 BLUE ,/ �e H.11.A.C. WIRING SCHEMATIC WITH MULTI- SIGNAL , BLUE 8 WHITE TEST STATION WHITE 6 GREEN MULTI -SIGNAL TEST STATION 6 GREEN 5 ORANGE SCALE: N.T.S. 5 ORANGE 8 CONDUCTOR 8 CONDUCTOR (YELLOW TAPE) PURPLE TAPE)' I ---- #14 THHN MATCH COLORS - -1/2" METAL FLEX TO H.V.A,C, UNIT No. 2 (�-) HERMOSTAT U UNIT 2 ur) RFD RC , GREEN RH - YELLOW G ORANGE Y1 Y2 BLUE X WHITE W1 BROWN W2 T W T REMOTE SENSOR r1 rl NOTE: ALL SUPPLY AND RETURN AIR GRILLES TO BE INSULATED WITH FOIL BACKED FIBERGLASS INSULATION, El HN.A.C. EOUIPMENT SCHEDULE S = SUPPLIED BY I = INSTALLED BY KEY DESCRIPTION QTY. S I A LENNOX HIGH EFFICIENCY PACKAGED TOTAL ELECIRIG ROOFTOP 2 B.S. B.S. UNIT (8 1/2 TON) MODEL No. LCA-102HN1Y, & ECONOMIZER V41H DIFFERENTIAL ENTHALPY CONTROLS, COOLING = 105,000 HEATING = 11.3 kw AT 208 VOLTS EER = 11.0 (208V/30/60) MCA = 58 MUCP = 60 AMPS B HONEYWELL T-7300 PROGRAMMABLE THERMOSTAT No. 37L54, 2 B.S. B.S. WITH SUB -BASE No. 3./L55, 2 HEAT/2 COOL, W/ SELECTABLE STAGING, INDICATOR LED's, & AUX. RELAY FOR ECONOMIZER. UNEYWELL T 7147 ROOM TEMPERATURE REMOTE SENSOR Z B.S. B.S. No. 86G67, W/ 3 HOUR OVERRIDE & SETPOINT ADJUSTMENT. D INNOVAIR No. DFI100ACDCI, DUCT SMOKE DETECTOR WITH 2 B.S. B.S. No. ST-3 SAMPLING TUBE, OR EQUAL F H.V,A,C. DUCT DETECTOR ALARM - TO CONSIST OF 2 B.S. B.S. (1) 4" x 4" BOX, (1) SYSTEM SENSOR No. SSK451, MUL I- SICNAUNG ACCESSORY PANEL WITH KEY TEST AND RESET, AUUIBL_r ALARM, POWER, R, LIGHTS,TROUBLE &ALARM SYSTEM SENSOR N - 0 0. PS24LOW, ADD -ON STROBE, AND SYSTEM SENSOR No. PS12/24SLENSW, SMOKE LENS OPTION F HEATCRAFT No. MOH-032-X63C, 3 h.p. COOLER CONDENSING 2 B.S. B.S. UNIT HERMETICT - MOTOR STANDARD FEATURES R 404A SYSTEM, ELECTRIC DEFROST TIMER, LIQUID LINE FILTER DRYER, SIGHT GLASS, SHUT-OFF VALVE, SUCTION FILTER, AND SUCTION ACCUMULATOR. COOLER DESIGN TEMPERATURE : +34' F. MCA = 29 AMPS MOCP = 30 AMPS (208V/30/60) G CLIMATE CONTROL No. TLF090, COOLER EVAPORATOR WITH 4 B.S. B.S. ELECTRIC DEFROST & FACTORY INSTALLED EXPANSION VALVE. MCA = 10,5 AMPS EA. MOCP = 15 AMPS (208V/10/60) H HEATCRAFT No. MOH-025-L63C, 2 h.p. FREEZER CONDENSER 1 B.S, B,S. WITH HERMETIC MOTOR STANDARD DARD FEATURES, R-404A SYSTEM ELECTRIC LEC RIC DEFROST TIMER, LIQUID LINE FILTER q L ER DRYER, SIGHT GLASS, SHUT --OFF VALVE, SUCTION FILTER, AND SUCTION ACCUMULATOR. FREEZER DESIGN TEMPERATURE : -10' F. MCA = 21 AMPS MOCP = 25 AMPS (208V/30/60) I CLIMATE CONTROL No. TLF054, FREEZER EVAPORATOR WITH 1 U.S. B.S, ELECTRIC DEFROST AND FACTORY INSTALLED PRE -ASSEMBLED KIT CONSISTING OF : IN SOLENOID, AND THERMOSTAT. r MCA =87 - AMPS MOCP _ 1J AMPS (208V/10/60) J HEATCRAFT No. MOH--025-L63C, 2 h.p. FREEZER CONDENSER 1 B.S. B.S. WTTH HERMETIC MOTOR, STANDARD FEATURES, R-404A SYSTEM, ELECTRIC DEFROST TIMER, LIQUID LINE FILLER DRYER, SIGHT CLASS, SHUT-OFF VALVE, SUCTION FILTER, R, AND SUCTION ACCUMULATOR. FREEZER DESIGN TEMPERATURE : -10' F, MCA = 21 AMPS MQCP = 25 AMPS (208V/30/60) K CLIMATE CONTROL No. TLF090, FREEZER EVAPORATOR WITH 1 B.S. B.S. ELECTRIC DEFROST AND FACTORY INSTALLED PRE -ASSEMBLED KIT CONSISTING OF : 1XV, SOLENOID, AND THERMOSTAT. MCA = 10.5 AMPS MOCP = 15 AMPS (208V/10/60) L PENN EXHAUST FAN No, Z511 WITH 6"0 DUCT, SINGLE 8" O 2 B.S. B.S. WYE TRANSITION, AND SINGLE 8" ROOF CAP. [85 CFM1 M COOLER - 0 E THERMOMETER -- COOPER O E No. 7112-01 3 2 1/2" 1 B.S. B.S. N TITUS MODEL No. TMS-6-24"x 24"-3-26, 24" x 24" TYPE 3 3 B.S. B.S. LAY -IN MOUNT SUPPLY AIR DIFFUSER WITH 6" 0 NECK, 4-WAY BLOW PATTERN, AND WHITE FINISH. 0 TITUS MODEL No. TMS--8-24"x 24"-3-26, 24" x 24" TYPE 3 5 U.S. B,S. LAY -IN MOUNT SUPPLY AIR DIFFUSER WITH 8" 0 NECK, 4-WAY BLOW PATTERN, AND WHITE FINISH. P TITUS MODEL No. TMS-8-24"x 24"-3-26-0, 24" x 24" 4 B.S. B.S. TYPE 3 LAY -IN MOUNT SUPPLY AIR DIFFUSER WITH 8" 0 NECK, 3-WAY BLOW PATTERN, AND WHITE FINISH. Q TITUS MODEL No. TMS-8-24"x 24"-3-26-2S8, 24" x 24" 2 B.S. B.S. TYPE 3 LAY -IN MOUNT SUPPLY AIR DIFFUSER WITH 8" 0 NECK, 2-WAY BLOW PATTERN, AND WHITE FINISH. R TITUS MODEL No. TMS-10-24"x 24'-3-26, 24" x 24" 9 B.S. B.S. TYPE 3 LAY -IN MOUNT SUPPLY AIR DIFFUSER WITH 10"O NECK, 4-WAY BLOW PATTERN, AND WHITE FINISH. S TITUS MODEL No. TMR-6-26, 11 1/8" ROUND SURFACE 2 B.S. B.S, MOUNT SUPPLY AIR DIFFUSER WITH 6"0 NECK, 4-WAY BLOW PATTERN, AND WHITE FINISH. T OPEN V TITUS MODEL No. 350R-L-F1-48"x 24"-3-26, 'TYPE 3 2 B,S, U.S. LAY -IN MOUNT 48" x 24" STEEL RETURN AIR GRILLE WITH WHITE FINISH AND 1" FILTER POCKET, LESS FILTER. W OPEN X -TITUS MODEL No. 35OR-L-F1-24"x 12"-1-26, TYPE 1 1 B.S. B.S. SURFACE MOUNT 24' x 12" STEEL RETURN AIR GRILLE WITH WHITE FINISH AND 1" FILTER POCKET, LESS FILTER. Y CONKLIN No. 702, 6" 0 TWIST -IN COLLAR WITH BEAD, NOT 5 B.S. B.S. CRIMPS. ADJUSTABLE DAMPER INCLUDED. Z CUNKLIN No. 702, 8"O TWIST -IN COLLAR WITH BEAD, NOT 12 B.S. B.S. CRIMPS. ADJUSTABLE DAMPER INCLUDED. AA CUNKLIN No. 702, 10"0 TWIST -IN COLLAR WITH BEAD, NOT 9 B.S. B.S. CRIMPS. ADJUSTABLE DAMPER INCLUDED. BB CAPTIVE*AIRE No. 4824-VH1, 36" W. x 48" D. x 24" H., 1 B.S. B.S. No. 304 STAINLESS STEEL EXPOSED EXHAUST HOOD W/ SWITCHES, FILTER, AND 10" HIGH FIELD WRAPPER. CC EXHAUST FAN - CAPTIVE AIRE MODEL No. DU-33HFA, 1 B,S, B.S. 1/3 hp, 450 CFM 0 0.7 S.P., 1275 R.P.M. MCA = 4.4 MOCP = 15 AMPS 115V/10/60 DID BERNER No. MAX-2-72, AIR CURTAIN WITH NO HEAT 1 B.S. B.S. 115V/10/60hz MCA = 5.3 AMPS MOCP = 15 AMPS EE ANTHONY "HUMIDISTAT" ENERGY SAVER CONTROL. 1 B.S. B.S. (SUPPLIED WITH ANTHONY COOLER DOORS) FF MANITOWOC REMOTE ICE MAKER CONDENSER No. CVD0875. 1 D.P. B.S. MCA - 11.7 AMPS MOCP - 20 (208v/10/60) HIT SCOTSMAN REMOTE ICE MAKER CONDENSER No. ERC101-1A, 1 B.P. G.C. SERVEND No. 1CD4UL - No. 1CDRUR. 11 DAIRY MERCHANDISER REMOTE CONDENSER - KEEPRITE No. 2 B.P. G.C. KH100M6-HT3A MCA = 8.4 AMPS EAR MOCP = 15 AMPS (208V/3-, -- AGENCY APPROVAL --- rheeo prints comply vrith Ulu Florida manuPaCitNed 1311ilding Act of IW9 Construction Cod,3s and ad4ere- to the tollowinp Criteria: Cousf.'rypu ._.-._______-'/ ____ oGrupausV -------- Alloviable No. 1 I,50 wind viilocrb/ ___ __ Fir. Raring Of 0 Ext. Wall,; _-,_ ____._-.. _ — Floor Load . _ _ i q . _ Appoval Date _ 1/2304 - - PSI Modular 0hision CLIENT, bp ..., .-.-.-!: .....w., .._..., ,.. .,.-.. 11 .... ... ... .. .. ",­­ - 11,.. ­., .,;. OP AMOG'O. USA ALLIANCE MANAGER, AGENT FOR BPI 1. Bo A.") Lend Leme Gl®fbalAlliancc 200 EA8T PAND0+L9 l DWE - I6 & CODE WW OES/CAI 64Y W, WER TITLE,• 'THE mm % WKITY MADISON 1035 IRIS DRIVE S.W. CQNYERS, GA 30094 770 483-4401 . FAX - - Ax 770 796/ 785 W3 0 3 6 8 MADISON JOB No. SHOWN BLDG, HAND SCALE, 1/4' = V-0' MODEL, 4200BP905_V05 NO, DATE REVISION DESCRIPTION -..E---- SEAL, 1 Q� 2 NAME, RAJNI T, PARIKH, P,E, Un , NUMDER, 0042260 (:CINFIJIFNTIAI ITY STATEMFNI', THE RECIPIENT OF THESE MATERIALS UNUERVAND5 THAT coPYRIGHr IN RIE MATERIALS IS OWNED BY UP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEOGED AND CONFIDENTIAL BUSINESS INFORMATION OF OP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN IHE5E MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE IHE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO REIURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REgUEST OF BP, YWIICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE QSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENRVA AVE) SWORD, FI SS# ............................ DESIGNED BY- ALLIANCE Z&DM, CHECKED DY, 11P REPMI DRAWN HYI G,M, ALLIANCE PM: VERSIONt V05.3 PROJECT NO 01-09-04 DRAWING TITLE, HVAC LAYOUT SHEET NO, MB05 M.1. 1 SHEET NO, SHEET NOI 22 32 n n COOLER CONDENSER No, 2 PITCH POCKET (RAIN HOOD BY AA AI)I C'MI m-I n rnrn-mn\ 1----------- i I I FAN EXHAUST MUST BE 10'-0" AWAY OR EXHAUST 2'-0" ABOVE ANY FRESH AIR INTAKE 0 EQUIPMENT. (TYPICAL) L�1 I H.V.A!v. ROOF TOP PLAN SCALE: 1 /4" = 1'-0" FREEZER SALES FDl FD2 5-2 1 /4" ANTHONY MODEL 101 (2) FREEZER DOORUNIT * 30" x 75" DISPLAY DOORS WITH 1 5/16" NARROW DOOR RAIL * THREE -PANE HEATED TEMPERED SAFETY CLASS * SMOOTH BRIGF T SILVER FINISH DOOR AND FRAME * SLIMLINE BLACK HANDLE FULL LENGTH 'ELS' LIGHTING SYSTEM WITH m LAMPS - BALLAST - SHIELDS ANTI -CONDENSATE DOOR AND FRAME HEATERS * SHELF STANDARDS (POST) WITH BRACKETS & LEVELERS * STANDARD SHELVING (BLACK EPDXY COATED) WITH BLACK PRICE TAG MOLDING [SEVEN 27" DEEP SHELVES PER DOOR] N, * BLACK EPDXY POSTS m * REVERSIBLE HINGE DESIGN N' * DOORS -TO HA'/E FACTORY INSTALLED CYLINDER LOCKS CC * EXHAUST FAN FOR EXHAUST HOOD I I I I MANUFACTURING 1) 2) PLANT INSTALLATION NOTES: (B.S.) B.S. SHALL FURNISH AND INSTALL DUCTS, DIFFUSERS, EQUIPMENT, AND CONTROLS FOR THE COMPLETE H.V.A.C. AND REFRIGERATION SYS- TEM AS SHOWN OR NOTED ON PLANS. METAL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL WITH A MINIMUM THICKNESS AS SPECIFIED IN TABLE M-1. THE DUCT CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARD, LATEST EDITION, 3) WHERE METAL DUCTS PASS THROUGH ANY FIRE RATED ASSEMBLY, U.L. LISTED FIRE DAMPERS SHALL BE PROPERLY INSTALLED. 4) ALL DUCTWORK JOINTS AND SEAMS SHALL BE SECURELY FASTENED AND �J MADE SUBSTANTIALLY AIRTIGHT. WHERE TAPE IS USED FOR SEALING JOINTS, IT SHALL NOT BE MORE COMBUSTIBLE THAN FLAMEPROOF FABRIC. 5) ALL DUCTWORK SHALL BE INSULATED WITH A MINIMUM OF 2" THICK, 3/4 0 POUND DENSITY FOIL FACED FIBERGLASS INSULATION, OR 1" THICK, 1 1/2 TOR) POUND DENSITY LINER, HAVING A FLAMESPREAD RATING OF NOT OVER 25, ki A SMOKE DEVELOPED RATING NOT OVER 50, AND AN R-VALUE OF NOT LESS THAN 5 . 6) METAL DUCTWORK SHALL BE SECURELY SUPPORTED, HUNG, OR SUSPENDED BY META,- STRAPS AND HANGERS. 7) ALL DUCTS INSTALLED OUTSIDE OF BUILDINGS SHALL HAVE INTERNAL IN- SULATION AND SHALL HAVE ALL JOINTS AND SEAMS SOLDERED OR OTHER- WISE SEALED SO AS TO BE WEATHERTIGHT. 8) FLEXIBLE DUCTS AND CONNECTORS SHALL CONFORM -TO THE REQUIREMENTS OF U.L. 181 AND BE LABELED AS CLASS 0 OR CLASS 1 FLEXIBLE AIR DUCT. 9) FLEXIBLE DUCTS AND CONNECTORS SHALL NOT PASS THROUGH ANY WALL, FLOOR, CEILING, OR ANY FIRE RATED ASSEMBLY. 10) FLEXIBLE DUCTS AND CONNECTORS SHALL NOT BE INSTALLED WITHIN 6 FEET OF A HEATING ELEMENT. 11) H.V.A.C. THERMOSTAT SHALL BE CAPABLE OF BEING SET FROM 55' F. TO 85'F. AND SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND COOLING IN SEQUENCE. 12) WHERE FLEXIBLE FIN.A.C. DUCTS CROSS A MODULE LINE, B.S. SHALL SECURE DUCTWORK FOR SHIPMENT AND FIELD INSTALLATION, JOBSITE INSTALLATION NOTES_: (S.S. ERECTOR) 1) AFTER BUILDING IS SET ON FOUNDATION, B.S. ERECTOR SHALL IDENTIFY AND RE --INSTALL ALL SECTIONS OF FLEXIBLE DUCT WHICH CROSS MODULE LINES, B.S. ERECTOR SHALL FASTEN DUCTS TO COLLARS WITH TIE WRAPS, INSULATE, AND TAPE JOINTS. - 3) B.S. ERECTOR TO SET (2) H.V.A.C. UNITS AND (2) COOLER CONDENSERS 4) ON BUILDING ROOF, B.S. ERECTOR TO SET (2) FREEZER CONDENSERS ON BUILDING ROOF. 5) B.S. ERECTOR TO SET (1) ICE MAKER CONDENSER ON BUILDING ROOF. 6) B.S. ERECTOR DRYFIT PITCH POCKET RAIN HOODS ON ALL PITCH POCKETS, 7) B.S. ERECTOR TO INSTALL STEEL CAP FOR HOOD EXHAUST FAN. 8) B.S. ERECTOR 'TO SET HOOD EXHAUST FAN. 9) B.S. ERECTOR TO INSTALL CONDENSATE DRAIN LINE FROM H.V.A.C. UNIT TO 'TO GUTTER. JOSSITE INSTALLATION NOTES: (GENERAL CONTRACTOR) 1) CONTRACTOR SHALL OBTAIN ALL REQUIRED INSTALLATION PERMITS DAIRY MERCHANDISER FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR ANY REQUIRED CONDENSER *- INSPECTIONS. PITCH POCKET (RAIN HOOD BY JOBWE INSTALLATION NOTES: (MECHANICAL CONTRACTOR) %{�---..--. MADISON FIELD 1) CHECK ALL ROOF MOUNTED H,V,A.C. UNITS AND REFRIGERATION CONDENSING ERECTOR) UNITS FOR PROPER INSTALLATION. RE -CONNECT CONTROL AND POWER CIRCUIT I o i I � 0 c I 0 I I �~ -, _ -~~ --~--~~------------------___-------------- --------------------_ _____ _-- --- -_- --- ^� _-� -----~--`--------~-----------------~-----~-----------------�--__--------------------------------------__--------------_-_____--�----- �- �_ � COOLER SALES �., CD10 CD9 CD8 L-, I b �\= 25'-6 7 ANTHONY MODEL 101 (10) COOLER DOOR UNIT * 30" x 75" DISPLAY DOORS WITH 1 5/16" NARROW DOOR RAIL * TWO -PANE HEATED TEMPERED SAFETY GLASS * SMOOTH BRIGHT SILVER FINISH DOOR AND FRAME * SLIMLINE CHROME HANDLE * FULL LENGTH "ELS" LIGHTING SYSTEM WITH LAMPS - BALLAST - SHIELDS * HUMIDISTAT ENERGY SAVER CONTROL * ANTI -CONDENSATE DOOR AND FRAME HEATERS * SHELF STANDARDS (POST) WITH BRACKETS & LEVELERS * STANDARD SHELVING (BLACK EPDXY COATED) WITH BLACK PRICE TAG MOLDING [SEVEN 27" DEEP SHELVES PER DOOR] * BLACK EPDXY POSTS * REVERSIBLE HINGE DESIGN * DOORS -TO HAVE FACTORY INSTALLED CYLINDER LOCKS COOLER SALES IFN0 / ��, CD13 I �� CD12 0 �`, Cott 7'-8 3/4„ ANTHONY MODEL 101 (3) COOLER DOOR UNIT * 30" x 75" DISPLAY DOORS WITH 1 5/16" NARROW DOOR RAIL * TWO -PANE HEATED TEMPERED SAFETY GLASS * SMOOTH BRIGHT SILVER FINISH DOOR AND FRAME * SLIMLINE CHROME HANDLE * FULL LENGTH "ELT LIGHTING SYSTEM WITH LAMPS - BALLAST - SHIELDS * HUMIDISTAT ENERGY SAVER CONTROL * ANTI -CONDENSATE DOOR AND FRAME HEATERS * SHELF STANDARDS (POST) WITH BRACKETS & LEVELERS * STANDARD SHELVING (BLACK EPDXY COATED) WITH BLACK PRICE TAG MOLDING [SEVEN 27" DEEP SHELVES PER DOOR] * BLACK EPDXY POSTS * REVERSIBLE HINGE DESIGN * DOORS TO HAVE FACTORY INSTALLED CYLINDER LOCKS ICE MAKER CONDENSER PITCH POCKETS (RAIN HOOD BY MADISON FIELD ERECTOR) COOLER HALL T ANTHONY MODEL 103 PASS-THRU COOLER DOOR * S-O" x 6'-9" DOOR WITH 1 5/16" NARROW DOOR RAIL * SOLID INSULATING WHITE ALUMINUM CLAD PANEL SMOOTH BRIGHT SILVER FINISH DOOR AND FRAME SLIMLINE SILVER HANDLE * ANTI -CONDENSATE DOOR & FRAME HEATERS * THRESHOLD PULL HANDLE ON NEAR SIDE * MAGNETIC FRAME CASKET * TORQUEMASTER HINGES * DOOR TO HAVE FACTORY INSTALLED CYLINDER LOCK CONDUCTORS FOR (2) H.V.A.C. UNITS, (2) COOLER CONDENSERS, (2) FREEZER CONDENSERS, AND (1) ICE MAKER CONDENSER, 2) H.V.A.C. SYSTEM SHALL BE STARTED UP, BALANCED TO DESIGN SPECIFICATIONS, AND OPERATED IN BOTH HEATING AND COOLING MODES. 3) MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTATIC EXPANSION VALVE, LIQUID LINE SOLENOID, AND THERMOSTAT FOR (2) COOLER CONDENSERS. 4) MECHANICAL CONTRACTOR TO FURNISH AND INSTALL APPROXIMATELY 50 FEET OF INSULATED REFRIGERATION LINES WITH 25 Ibs. OF R-404A REFRIGERANT FROM EVAPORATORS (TOTAL 4 IN PAIRS OF 2) TO (2) ROOF MOUNTED COOLER CONDENSING UNITS. 5) JOINTS IN REFRIGERATION PIPING SHALL BE BRAZED WITH HARD SOLDER (15% SILVER BRAZING ALLOY) BY A QUALIFIED TECHNICIAN; SOFT SOLDER WILL NOT BE ALLOWED. 6) PULL VACUUM ON COOLER REFRIGERATION SYSTEMS, CHECK FOR LEAKS, AND CHARGE SYSTEMS WITH PROPER TYPE OF REFRIGERANT. 7) START UP COOLER REFRIGERATION SYSTEMS, BRING COOLER DOWN TO PROPER --- - OPERATING TEMPERATURE, AND CHECK FOR PROPER OPERATION OF ALL COMPONENTS. 8) INSTALL RAIN HOODS FOR COOLER CONDENSERS FURNISHED BY B.S. ERECTOR. 9) MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTATIC EXPANSION VALVE, LIQUID LINE SOLENOID, AND THERMOSTAT FOR WALK-IN STORAGE FREEZER CONDENSER. 10) MECHANICAL CONTRACTOR TO FURNISH AND INSTALL APPROXIMATELY 20 FEET OF INSULATED REFRIGERATION LINES WITH 25 Ibs. OF R-404A REFRIGERANT FROM WALK-IN STORAGE FREEZER EVAPORATOR TO ROOF MOUNTED FREEZER CONDENSING UNIT. 11) JOINTS IN REFRIGERATION PIPING SHALL BE BRAZED WITH' HARD SOLDER (15% SILVER BRAZING ALLOY) BY A QUALIFIED TECHNICIAN; SOFT SOLDER WILL NOT BE ALLOWED. 12) PULL VACUUM ON WALK-IN STORAGE FREEZER REFRIGERATION SYSTEM, CHECK FOR LEAKS, AND CHARGE_ SYSTEM WITH PROPER TYPE OF REFRIGERANT. 13) START UP WALK-IN STORAGE FREEZER REFRIGERATION SYSTEM, BRING FREEZER DOWN TO PROPER OPERATING TEMPERATURE, AND CHECK FOR PROPER OPERATION OF ALL COMPONENTS. 14) INSTALL RAIN HOOD FOR WALK-IN STORAGE FREEZER CONDENSER FURNISHED BY B.S. ERECTOR, 15) MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THERMOSTATIC EXPANSION VALVE, LIQUID LINE SOLENOID, AND THERMOSTAT FOR REACH -IN DISPLAY FREEZER CONDENSER. 16) MECHANICAL CONTRACTOR TO FURNISH AND INSTALL APPROXIMATELY 20 FEET OF INSULATED REFRIGERATION LINES WITH 25 Ibs. OF R-404A REFRIGERANT FROM DISPLAY FREEZER EVAPORATOR TO ROOF MOUNTED CONDENSING UNIT. 17) JOINTS IN REFRIGERATION PIPING SHALL BE BRAZED WITH HARD SOLDER (15% SILVER BRAZING ALLOY) BY A QUALIFIED TECHNICIAN; SOFT SOLDER WILL NOT BE ALLOWED. 18) PULL VACUUM ON REACH -IN DISPLAY FREEZER REFRIGERATION SYSTEM, CHECK FOR LEAKS, AND CHARGE SYSTEM WITH PROPER TYPE OF REFRIGERANT, 19) START UP REACH -IN DISPLAY FREEZER REFRIGERATION SYSTEM, BRING FREEZER DOWN TO PROPER OPERATING 'TEMPERATURE, AND CHECK FOR PROPER OPERATION OF ALL COMPONENTS, 20) INSTALL RAIN HOOD FOR REACI I -IN DISPLAY FREEZER CONDENSER FURNISHED BY B.S. ERECTOR, 21) MECHANICAL CONTRACTOR TO INSTALL APPROXIMATELY 20 FEET OF INSULATED REFRIGERATION LINE SETS PER MANUFACTURER'S SPECIFICATIONS, FROM ICE MAKER LOCATION (POSTMIX) TO ROOF MOUNTED ICE MAKER CONDENSING UNIT. LINE SETS SUPPLIED BY ICE MAKER MANUFACTURER. 22) PULL VACUUM ON ICE MAKER (POSTMIX) REFRIGERATION SYSTEM, CHECK FOR LEAKS, AND CHARGE SYSTEM WITH PROPER TYPE OF REFRIGERANT. -- ----- AGENCY APPROVAL 23) START UP ICE MAKER (POSTMIX) REFRIGERATION SYSTEM, BRING ICE MAKER T Those grin+ comply .Yitn thu Florida Pltlnufactumrl F3uiltiiny (POSTMIX) DOWN TO PROPER OPERATING TEMPERATURE, AND CHECK FOR Act of 1919 Construction Code, and sdharo to ti,e iollowiny PROPER OPERATION OF ALL COMPONENTS. criteria: 24) INSTALL RAIN HOOD FOR ICE MAKER (POSTMIX) FURNISHED BY B.S. ERECTOR. Consl. Type V1 _-- 25) SEAL ALL PITCH POCKETS AFTER ALL ABOVE WORK HAS BEEN DONE TJGGtIlxT11 T; INCLUDING PITCH POCKETS IN COOLER AND FREEZER WALLS AND CEILINGS, 1 Allowable No. 1 TABLE M-1 Of Floors -- — --_-- __ DUCT CONSTRUCTION MINIMUM SHEET METAL GAGES Alind Velocity Fire Rating 0f Ext.VVlailS Floor Load ApprovalOato _ 1/13104 PSI Plllxlalew Divslort.__.__— DENOTES WORK TO BE DONE_ IN THE FIELD BY GENERAL CONTRACTOR �C HY MADImN FIR D FRFC TnR — RECTANGULAR DUCTS MAXIMUM SIDE (INCHES) STEEL (MINIMUM GALVANIZED SHEET GAGE) ALUMINUM (MINIMUM B&S GAGE) THROUGH 12 26 0.022 in.) � 24 (0.020 in.) 13 THROUGH 30 24 0.028 in. 22 41.31 THROUGH 54 22 0.034 in. �00...0425 20 OD32in.�55 TTIROUCH 84 OVER 84 20 0.040 in. 18 (0.052 in. 18 00 in.) 16 (0.051 in.) ROUND DUCTS STEEL DIAMETER (INCHES) (MINIMUM GALVANIZED SHEET GAGE) SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT HT➢NGS THROUGH 12 13 THROUGH 18 28 (0.019 in. 26 (0.022 in. 26 (0.022 in.) 24 (0.028 in.) 022 in.) 26 �00'�034 24 028 in.)19 THROUGH 28 29 THROUGH 36 24 OA28 in. 22 (0.034 in.) 22 �0.034 in.) 20 0.040 in.) 22 in. 20 (0.040 in.) 37 THROUGH 52 20 (0.040 in.) 18 0.052 in.) 18 (0.052 in.) CLIENT, bp Hp Amoco, U9A ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease Glo bal.Al I i a r7 c G 200 FAST MWOLPH DANF - W L CODE 6000 CFICA00, U" 80801 OES10 TEAM MEUVER T/TEE.• 'IRE SNUG_ Cf GUWW MADISON 1035 IRIS DRIVE, S.W. • CONYERS. CA 30094 770 483-4401 • FAX 770 785-7967 MA➢ISON JOB Nu, 0 3 6 8 w+ /W3 BLDG. HAND SHOWN SCALE, 1/4' = 1'-0' MODEL, 42OOBP905—VO5,3 NO.. DATE REVISION DESCRIP'1'1JN SEAL, 1. I NAME, RAJNI 1, PARIKH, P.E. 1 (C. NIIMDER, 00422GO — CONFIDLNTIAI.1"1-Y STA� THE RECIPIENT OF IHESE MAIERIALS UNDERSTANDS ]HAT COPYRIGHT IN THE MATERIALS IS OWNED BY BI'. AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL UUSINE5S INFORMATION OF UP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF ,TIE MATERIALS. THE RECIPIENT AGREES TV USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO UP EITHER UPON COMPLEIION OF THE INIENUED PURPUSE OR UPON HIE REQUEST OF UP, MIiCHEYER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE CSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCE Z&➢M, CHECKED BY, BP REPM, DRAWN BYI G. M. ALLIANCE PM, VERSION, V05.3 PROJECT NU, 01-09-04 DRAWING TITLE, HY.A.C, ROOF TOP PLAN SHEET NO, MB05 M.6.1 SHEET NO, SHEET NOI 23 32 CONDENSING UNIT ELEVATION A SCALE: 1/2" = 1'-0" 00 a a DISCHARGE DISCHARGE T 1 CC * �1 18 GA GALV. HEDOWN STRAP 1 1/2" WIDE X 10'-0" LONG CUT TO LENGTH (2 PER UNIT) *SUPPORT FRAME—/ 1/4"0 MACHINE FS1 & #CS1 BOLTS TYPICAL) (' PER SIDE) 71', HHH X 2 ANGLE 1/4"0 MACHINE BOLTS (4'-2" LONG) (AT 16" O.C.) pq CU COOLER/FREEZER CONDENSING UNIT TIE DOWN DETAIL SCALE: N.T.S. m CU zr Q Z . W J .L EXHAUST DUCT, 24 CA, LIQUID TIGHT, JOINTS /E CEILING TO FAN. , 8" DIA. x 26 GA. MIN. - RIGID METAL DUCT 8" FLASHING BOOT METAL ROOF--' DECK 6" FLEXIBLE METAL DUCT DISCHARGE DISCHARGE 7k CC GALVANIZED STEEL EXHAUST DUCT, 24 GA, MINIMUM, SEALED LIQUID TIGHT, JOINTS AND SEAMS ABOVE CEILING TO FAN. co i co `.dSR BREAD OVENS �\ SECTION SCALE: 1/2" = 1'-0" GALV. EXHAUST CAP z 3" FLEXIBLE METAL DUCT TRANSITION 'NYE RESTROOM EXAUST FAN RESTROOM EXHAUST FAN DETAIL SCALE: N.T.S. TRAN5ITION 16 GA. GALV. STEEL CAP 12 GA. GALV. STEEL ROOF CURB H,V.A.C. UNIT CONT, CAULK / - 12 GA. GALV, ROOF CURB 3311/2" X 1 1/2" X 4" WIDE -- ---._ - / - (FIELD INSTALLED) 160A. CLIP ANGLES (6 PER UNIT) j #14 X 3/4" TYPE AB SM SCREWS WI TH WASHERS 4 PER CLIP 2 PER CONT. CAULK CONNECTION SHIPPING HEIGH f 1 /2"0 X 1 1/2" LG. MACH. BOLTS FIELD DRILL & FASTEN (� 16" O.C. 1 AND ENDS. �J 20 GA. GALV. STEEL ROOF 12 GA. GALV. ROOF CURB 1" FIBER BOARD INSULATION DECKING WITH INTERLOCKING (MODULE LINE INSTALLED) W/ INSULATION STICK CLIPS STANDING SEAMS AT 16" Q.C. FASTEN DECK TO CURB WITH r2"j\—HVAC SUPPORT CHANNEL #14 X 3/4" TYPE AB SM SCREWS (IF APPLICABLE) WITH WASHERS 0 8" O.C.. HY.A.C. UNIT INSTALLATION DETAIL SCALE: N.T.S. UNI-STRUT SUPPORTS AS - REFRIGERATION LINES WITH REQUIRED BY LOCAL CODE BY HOLD DOWN STRAPS BY MECHANICAL CONTRACTOR. MECHANICAL_ CONTRACTOR ROOF PANELS-- BY B.S. NOTE : USE J-HOOKS DO - I ROOF ODECK NETRATE REFRIGERATION LINE SUPPORT DETAIL SCALE: N.T.S. MADISON FIELD ERECTOR TO DRYFIT AND MECHANICAL CONTRACTOR TO REMOVE, INSTALL LINE SET AND INSTALL RAIN HOOD / - (3 STREET 45'S) SECURE FLASHING PVC PIPE BY B.S. BOOT AND MAKE WATERTIGHT BY B.S. I PVC SLIP COUPLING BY B.5. 1 PVC COUPLING BY B.S. \--METAL ROOF DECK FF— II II II REFRIGERATION LINE SET 9 PVC PIPE - BY MECHANICAL CONTRACTOR II _� I I M.C. TO SEAL THIS ENTIRE OPENING WITH FOAM. F-- B.S. TO CUT HOLE. COOLS ROCEILING DO NOT SLEEVE FREEZ COOLER OR FREEZER PITCH POCKET DETAIL SCALE: N.T.S. — DENOTES WORK TO RE DINE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR 16 GA. GALV. STEEL CAP ROOF CURB AND CAR DETAIL SCALE: 1/2" = 1'-0" - -� 0/ N 1 OPTIONAL FUSE BLOCK —\ MUST BE INSTALLED WHEN MOCP OF FAN COIL IS LESS THAN MOCP OF CONDENSER BUSS No. H25030-2S, 250V / 2 FUSE GALV. CURB TO EXHAUST FAN TRANSITION FIELD WELD CONTINUOUSLY AT SHIPPING JOINT GALVANIZED STEEL EXHAUST DUCT, 24 GA. MINIMUM, SEALED LIQUID TIGHT, JOINTS AND SEAMS ABOVE CEILING TO FAN FURNISHED AND INSTALLED BY B.S. TO EXHAUST HOOD EXHAUST DUCT DUCT DETAIL SCALE: 1/2" = 1'-0" 1 3 0-- N 4 s- X a - TIME CLOCK CONDENSER U W N _J �C COOLER OR _1 LY. LLl m L D nJ 0. L L� FREEZER ,>< 7< ~ V THESE CIRCUIT NUMBERS MUST MATCH CONDENSER ON CIRCUIT NUMBER F J w 4x CO D a- i 1 N ILLIEN IT bD BP AMOCO, IBA ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Leer Gl®1balALliancc 200 EASE HANIM.Ri DME - MAII- CODE WW CMAW, !! IM WWI OE-SLG'N CEAM MEMBER 61/LE. m "TIIE sma. OF cumm' MADISON 1035 IRIS DRIVE, 5.W. • CONYER5, CA J0094 770 4d3-4401 • FAX 170 785-7967 MADISON JOB No. — W30368 BLDG. HAND SHOWN SCALE, 1/2' = V-0' MODEL, 42'OOBP905-VO5.3 NO. r DATE I REVISION ➢ESCRIPTION' SEAL, FAN COIL j CHECK WIRING DIAGRAM IN 7 2/ HI HZ N X Fl F2 4 3 UNIT FOR CORRECT WIRING. NAME, RAJNI T, PARIKH, P.E. tIC NUMBERi 0042260 �\ CONFIDFNTIALTTY 3TATEMEND 1 FAN THE RECIPIENT OF 'THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND MADISON FIELD ERECTOR— TO DRYFIT AND MECHANICAL CONTRACTOR TO REMOVE, _ INSTALL LINE SET AND INSTALL RAIN HOOD / (3 STREET 45'S) SECURE FLASHING— /� PVC PIPE BY B.S. BOOT AND MAKE�- WATERTIGHT BY B.S. I PVC SLIP COUPLING BY B.S - PVC COUPLING BY B.S. METAL ROOF DECK�I -1J M.C. 'TO SEAL THIS ENTIRE OPENING WITH FOAM. �RIGERATION LINE SET BYFMECHANICAL CONTRACTOR SUSPENDED --� lI `-M.C. TO CUT HOLE. CEILING DO NOT SLEEVE ICE MAKER PITCH POCKET DETAIL SCALE: N.T.S. \ ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGEO A D CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE JUMPER- MATERIALS IN 5TRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND INSTALLED — FURTHER AGREES Nor TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE FAN MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. - L03—V 208 VOLT r� DEVELOPMENT INFORMATIDN I MODULAR (NEW) 4200 SERIES HARMONY FREEZER WIRING DIAGRAM CENTER CASHIER -- _ ---- WILD BEAN CAFE QSR U REMOVE 1 & N FROM TIME CLOCK ND --WIRE-- -----.-_-.----1 RIGHT SIDE OSR AP �7 THRU DISCONNECT IN ERE ZER A�,ENt°Y r F�UVAi.. These prints comply With the Florida Manufactured Building P,Ct of 1979 Construction Codee and adhere to the follwiing crlterla: SITE ADDRESS, Icoast. Type.n .. ADDRESS ()cCupaiTGy AI1011411bie 1a. US HWY 17.92 AND U1 FloorF — SR 46A (GENEVA AVE) 1.50 SANFORD,FL WirTe1 Velocity - - - Fire RatitTcl Of U 1-xt. Walls _ _ IFiaarLoati - ICE MAKER -DESIGNED BY, ALLIANCE zaDMI APpravalDate __ _ UNITDENSING II T'�al 1d{atlull�r t]itdritJtl -� CHECKED Bri BP REAM, L------- — --...- - - --- — DRAWN DY, G.M. ALLIANCE PM, VERSION, \ 05.3 PROJECT ND —� NOTE- ADJUST FACTORY INSTALLED ��_��_�� LEG SUPPORT TO A MIN. OF V-2" DRAWING TITLE, (2 PER MACHINE BOLTS H.V. A .C. DETAILS (2 PER SIDE) Y i`-i I® HOOD DETAILS SHEET NO, O MACHINE BOLTS # HHH M (AT 16" O.C.) 2 ANGLE * (4 -2" LONG) B05 ICE MAKER COND ENSING UNIT TIE DOWN DETAIL 6. 2 SCALE: N.T.S. SHEET NO, SHEET NO, 4 32 CLIENT, I `��`� •':. ; ram, t,r, ;, ,i 1'� 1 L0 i€pi DO 8'-8 1 �2„ I - I �, cv I I, •,h, s# -- P;>i:: < FCI L J q I. i • , , F48 " J_TM�� :vJ - Ou CONDUIT1/2CEILING FORSiUBDED'ABOVF INTERCOM I STUBBED ABOVE 3/4" CONDUIT +60" CEILING FOR K1_9,11 TO REMOTE +24" I INTERCOM CONDENSER FOR MO �• •••' I� -. ......... " ................ - - I I I C WIRING 1•� I K1-10,12 K2-23 I I I GFCI-COP I I I _ - +24 J: .. - +48" - K2-20,22 +18 1/2" RJ-45 (L) 4-WIRES i. ;I ALL 208V CIRCUITS TO BE WIRED WITH l K2-'238 MC CABLE __ GFCI-WP (2 - - n • +48" ! I K2-111.. - -HOT 1 NEUTRAL AND 1 GROUN • ' Za K2 13 i K2- K2-25 I i......_... I I _ �- I 3 FLOOR MTD. :_ _ +36 K2-23 6 - - K2-15 , AK2-23 c, I K 1T GFCI GFCI o : +20".......................... + 'z +18 +18° I K2-12 : I RJ-45 T C-9 I I K2 .9 _... _ _ - ..._- -15 () �r +18" 1K2 5'-8° 114, " B„ 8„ 4' 4,1 41,61, 4'-91, 10" 1'4' 3 2„ 6" 1,-8" 11 2, 5„ 21-5" 6„6" 9„ 41 B„ 2, 0" 51, 1'-7„ 1. GFCI WP K1-3,5,7 POWER COMPANY NEMA15-60R C.T, CABINET & METER -_-__--- +18" �...._... ......-_-- L____-_.._____J L------------ .IL ---- ------- .J _ • 4 Y} :: - :• t. 1.4.. Rfi ... I .f�i 31,53 r CFC 112 •: :; ; '• :: is - :N K1 . K117• -10 Kt 40 •. �•............... .... K1 40.1'I(1-I2 24 � K1 2� :, - K1 13,15 z r n 'K1-2 -., :. _ .,,....K1..:7� :_�:• °:.:,-_: �.. .... ,...... �: : � ...; NAM : � FCt :".................. .:,:...... ..................,.,........................... :v........... .............. :::::::.:.:.:.:.:.:...... 2 G 4 T12 G NEMA15-J R -- ----,„ " O +84 _ GFCI I NEMA14-20 GFC GFCI " :::::::::.:............. ................. NEMA14 2d, GFC l 1 I +48 +48 +4B" GFCI ; :' F48" n K1-2 4 $ :. " Fli)4„ +48 I +42" I I +48" r" , "f48 -F48 , :}•104 -F48 I i 1/2„ CONDUIT +12 ..........i> E-14 I ::; : STUBBED ABOVE 3 0 FOR +18 �';::,- ; C-7 E-18;' TELEPHONE I E-18...:::..E� 18. 1""- +48- +48'-;--"'- ----- ..._.. K2-17 CEILIND F 2'-0" 4>' <s: ill „ Com I I I I :........ .......... .L....... I - ICl -37 39,41 SLUR " ............,..._ ITE K1 21,ZS-..........._........ ........ 31-1 1,3 3 - cu ...._.._..._.. ._ .. 5ATEL . K2 + INTER ---------__. ------------ - ---- --- ----------------- -- --- I 4-50R 4 :i OR _ 0 NEMA1 '----- II II II II � 1I-F,6.... ii..+T�. � 3 „ ;; NEMA1 1„ i 1 , II II u ❑ II II } II II II --• .----- II 4�2 1 11 ............. 1 1 I� 11 II IT . I I 11 11 II II I n .11 1 „ I :' .:: •: :: :: :: :: I: � _ Y• ;/-,-__,-�.'_-.._-.. 1 II CONDO - II II I _ II �... k-- . I I -• -------• �I ------_ --- I I -------------t----�-- ------------------------ II -=-_-_- ---- II-------- - -�- - --- --- ---_..----------A•O. .;::. �' '��" •'•" - I NE 050 R -- ----1: RTO C.P.I. CONTROL BOX NEMAKI- 1II I I I1 I1I � r ° ._.... -- d.- : MA 1RJ-45 �L 100 AMP NEKl T r-AIR CURTAIN SWITCH RJ-45 USED N COSEE CONTROL BDX DETAIL O rGFCIC-t -10 e DIDNN_CTU+-2�- 5 s E-STOP +12" -(2) 3 4ICONDUIS FLUSH L00R RECEPTAC +12" +12 E-12 _• FOR ] COUNTER I 1 Q� WITH HUBBELI No. 2429 FLOOR BOX AND HUBBELL 2 - b>... • o : fi:t 1 . 53826 COVER - 2. � +12 yy�II No '' K2r�(�g • ::. +GV"YW. .S 4" CONDUIT I,I�''•�. K'1"'i3 _ T. - G G �' 4• - " " 0 I •i-20° :::::•:•:•: i :T a -' a e.�Y..f __ +3 6" •r } I 1 r .1. I I I 11 I I 1 I I , I I '•. .............1 .: I I ;; 4'I-CON �__-_____ f p II TO REM�1F_ CONDENSER FOR I I CONTROL WIRING _ ------- ;..........2,-0„ I 1/2" CONDUIT I (( o 12'- 5 1/2" ELECTRICAL POWER PLAN SCALE: 1 /4" = 1'-0" NOTE: ALL PULL DIMENSIONS ARE TO ORIGINATE FROM THE HEEL OF THE PERIMETER BASE CHANNELS +18"- +54" CCi------------------------------------------- ___ ___--___ __---------------------------- L- - - __ _____________________________---------------------__-_ -- 24'-0 1/2" 12'-5 1/2" = SUPPLIED BY ELECTRICAL EQUIPMENT SCHEDULE I = INSTALLED BY KEY DESCRIPTION QTY. S I A LENNOX HIGH EFFICIENCY PACKAGED TOTAL ELECTRIC ROOFTOP 2 B.S. B.S. UNIT (8 1/2 TON) MODEL No, LCA-102HN1Y, & ECONOMIZER WITH DIFFERENTIAL ENTHALPY CONTROLS. COOLING = 105,000 HEATING = 11.3 kw AT 208 VOLTS EER = 11.0 (208V/30/60) MCA = 58 MOCP = 60 AMPS B HONEYWELL T-7300 PROGRAMMABLE THERMOSTAT No. 37L54, 2 B.S. B.S. WITH SUB -BASE No. 37L55, 2 HEAT/2 COOL, W/ SELECTABLE STAGING, INDICATOR LEDs, & AUX. RELAY FOR ECONOMIZER. C HONEYWELL T-7141 ROOM TEMPERATURE REMOTE SENSOR 2 B.S. B.S. No. 86G67, W/ 3 HOUR OVERRIDE & SETPOINT ADJUSTMENT, D INNOVAIR No. OH100ACOCI, DUCT SMOKE DETECTOR WITH 2 B.S. B.S. No. ST-3 SAMPLING TUBE, OR EQUAL E H.V.A.C. DUCT DETECTOR ALARM -- TO CONSIST OF 2 B.S. B.S. (1) 4" x 4" BOX, (1) SYSTEM SENSOR No. SSK451, MULII- SIGNALING ACCESSORY PANEL WITH KEY TEST AND RESET, AUDIBLE ALARM, POWER, TROUBLE & ALARM LIGHTS, SYSTEM SENSOR No. PS24LOW, ADD -ON STROBE, AND SYSTEM SENSOR No. P312/24SLENSW, SMOKE LENS OPTION F HEATCRAFT No. MOH-032-X63C, 3 h.p. COOLER CONDENSING 2 B.S. B.S. UNIT, HERMETIC MOTOR, STANDARD FEATURES, R-404A SYSTEM, ELECTRIC DEFROST TIMER, LIQUID LINE FILTER DRYER, SIGHT GLASS, SHUT-OFF VALVE, SUCTION FILTER, AND SUCTION ACCUMULATOR. COOLER DESIGN TEMPERATURE : +34' F. MCA = 29 AMPS MOCP = 30 AMPS (208V/30/60) M► ELECTRICAL EQUIPMENT SCHEDULE 5 = SUPPLIED BY INSTALLED BY I = KEY DESCRIPTION QTY, S I G CLIMATE CONTROL No. TLF090, COOLER EVAPCRATOR WITH 4 ELECTRIC DEFROST & FACTORY INSTALLED EXPANSION VALVE, MCA = 10.5 AMPS EA, MOCP = 15 AMPS (208V/10/60) H HEATCRAFT No. MOH-025-L63C, 2 h.p. FREEZER CONDENSER 1 B.S. B,S. WITH HERMETIC MOTOR, STANDARD FEATURES, R-404A SYSTEM, ELECTRIC DEFROST TIMER, LIQUID LINE FILTER DRYER, SIGHT GLASS, SHUT-OFF VALVE, SUCTION FILTER, AND SUCTION ACCUMULATOR. FREEZER DESIGN TEMPERATURE : -10' F. MCA = 21 AMPS MOCP = 25 AMPS (208V/30/60) I CLIMATE CONTROL No. TLF054, FREEZER EVAPORATOR WITH 1 B.S. B.S. ELECTRIC DEFROST AND FACTORY INSTALLED PRE -ASSEMBLED KIT CONSISTING OF : TXV, SOLENOID, AND THERMOSTAT. MCA = 8.7 AMPS MOCP = 15 AMPS (208V/10/60) J HEATCRAFT No. MOH-025-L63C, 2 h.p, FREEZER CONDENSER 1 B.S. B.S. WITH HERMETIC MOTOR, STANDARD FEATURES, R-404A SYSTEM, ELECTRIC DEFROST TIMER, LIQUID LINE FILTER DRYER, SIGHT GLASS, SHUT-OFF VALVE, SUCTION FILTER, AND SUCTION ACCUMULATOR. FREEZER DESIGN TEMPERATURE : -10' F. MCA = 21 AMPS MOCP = 25 AMPS (208V/30/60) K CLIMATE CONTROL No. TLF090, FREEZER EVAPORATOR WITH 1 B.S. BS• ELECTRIC DEFROST AND FACTORY INSTALLED PRE -ASSEMBLED KIT CONSISTING OF : TXV, SOLENOID, AND THERMOSTAT. MCA = 10.5 AMPS MOCP = 15 AMPS (208V/10/60) _ L PENN EXHAUST FAN No. Z5H WITH 6"0 DUCT, SINGLE 8"0 2 B.S, B.S. WYE TRANSITION, AND SINGLE 8" ROOF CAP. [85 CFM] M COOLER THERMOMETER - COOPER No. 7112-01-3, 2 1/2" 1 B.S. B.S- N IWATER HEATER - A.O. SMITH CUNSLKVA IIUNIS l I U•� C'I cr,TDir, Pn r_AI I nnl mnr)pi nw-80 (18 KW 0 208130) - SUPPLIED BY ELECTRICAL EQUIPMENT SCHEDULE I = INSTALLED BY KEY DESCRIPTION QTY. I 0 SQUARE "0" No. 891ODPA33VO9, 30 AMP, 3 POLE, HEATER 2 B.S. B.S. CONTACTGR WITH 2OB--240 VOLT COIL, P OPEN Q COOLER/FREEZER ALARM SFATION - NATIONAL CONTROL 1 B.S. B.S. CORP. No. TNC-TM100-KT2A, WITH (2) THERMOMETERS, (2) PROUES, (1) TRANSFORMER, (1) STAINLESS STEEL COVER, AND (1) No, X02-22GNO-820, PROBE CABLE. - - R INTERIOR EMERGENCY STOP AND CONTROL PANEL 1 B.P. C.C. S WAFT STOPPERS No. C1-200412EP, PASSIVE INFRARED, 2 B.S. B.S. CEILING MOUNTED, OCCUPANCY SENSOR WITH POWER PACK, AND TIME DELAY SENSOR T RECESSED MOUNTED J-BOX WI IH PERFORATED STAINLESS 1 B.S. B.S. STEEL COVER AND EDWARDS No. 123A-G5, 24 VAC HORN U EDWARDS No. 599, 120 VAC TO 24 VAC TRANSFORMER 3 B.S. B.S. V EDWARDS No. 62, MAGNETIC N.C. SWITCH 1 B.S. B.S. W MARS No. 90342, "HEATER HOLD -OUT" CONTROL RELAY 2 B.S. B.S• WITH 208 VOLT COIL. X SQUARE "0" RELAY, CLASS 8501, CATALOG No. KP13V14, 1 B.S. U.S. WITH CATALOG No. NR61, BASE Y GOUL D 208V, 30 AMP FUSE BLOCK 8 B.S. B.S. Z BERNER No. MAX-2--72, AIR CURTAIN WITH NO HEAT 1 U.S. B.S. 115V/10/60hz MCA = 5.3 AMPS MOCP = 15 AMPS AA I SQUARE 1' No. LDA361104, 3 POLE DISTRIBUTION BLOCK. I 2 I U.J. I B,S. El WATER HEATER CONNECTIONS TO BE LIQUID TIGHT T _I U K2-21 +88" K1-35 GFCI-WP +24" _I LEGEND WP WEATHER PROOF GFCI GROUND FAULT INTERRUPT DUPLEX CONVENIENCE RECEPTACLE 0- DUPLEX CONVENIENCE RECEPTACLE MOUNTED HORIZONTALLY �9 SIMPLEX ISOLATED GROUND RECEPTACLE -ORANGE IN COLOR Cy DUPLEX ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR SIMPLEX SPECIAL RECEPTACLE DUPLEX SPECIAL RECEPTACLE DC DOOR CONTROL CB - CONTROL BOX AC AIR CURTAIN CONTROL RS H.V.A.C. REMOTE SENSOR FOR THERMOSTAT 01 RESTROOM OCCUPANCY INDICATOR PANEL CA COOLER HIGH TEMPERATURE ALARM PANEL Ta H.V.A.C. THERMOSTAT $ SINGLE POLE SWITCH P SINGLE POLE SWIFCH WITH PILOT LIGHT $ 3p THREE WAY SWITCH WITH PILOT LIGHT S SMOKE DETECTOR TELEPHONE /y MOTOR [f] JUNCTION E3OX � HORSEPOWER RATED FUSED DISCONNECT - FUSE PER EQUIPMENT DATA PLATE EMERGENCY SHUTDOWN SWITCH HEATING ELEMENT O FIXTURE OR EQUIPMENT - SEE SCHEDULE -"� HOME RUN TO PANEL BOARD �- HOME RUN TO PANEL BOARD WITH ISOLATED GROUND ® EXIT SIGN B S BUILDING SUPPLIER - MADISON INDUSTRIES M.S.C. MADISON SITE CONTRACTOR G.C. GENERAL CONTRACTOR - BP OIL COMPANY M.C. MECHANICAL CONTRACTOR EQUIPMENT CONTRACTOR TELEPHONE LEGEND RJ-45 (L) DOUBLE GANG J-BOX WITH SINGLE GANG PLASTER (DATA) RING, SIEMON No. CT4-FP-2O FACE PLATE AND TWO (2) SIEMON No. CT-AK-20 INSERTS. RJ-45 (T) DOUBLE GANG TELEPHONE OUTLET WITH SINGLE GANG (VOICE) PLASTER RING, SIEMON No. CT4-FP-20 FACE PLATE AND TWO (2) SIEMON No. CT--AK-20 INSERTS. S = SUPPLIED BY ELECTRICAL EQUIPMENT SCHEDULE I = INSTALLED BY KEY DESCRIPTION QTY. S I BB BP "POINT OF SALE" SIGNS. B'S' B.S. G.C. WIRED CC EXTERIOR EMERGENCY FUEL SHUT-OFF CONSISTING OF MOMENTARY 2 B.P. G.C. PUSH BUTTON OPFRATOR W/ 1 N.C. CONTACT IN A NEMA 3R SURFACE MOUNTED ENCLOSURE AND HINGED CLEAR COVER, CONTRACTOR TO SUPPLY RED NAMEPLATE WITH WHITE LETTERING. INSCRIPTION TO READ : "EMERGENCY SHUTOFF SWITCH" DD CAP11VEIAIRE No. 4824-VH1, 36" W. x 48" D. x 24" ''I., 1 B.S. B.S. No. 304 STAINLESS STEEL EXPOSED EXHAUST HOOD W/ SWITCHES, FILTER, AND 10" HICH FIELD WRAPPER. EE EXHAUST FAN - CAPTIVE AIRE MODEL No. DU-33HFA, 1 B.S. B.S. 1/3 hp, 450 CFM 0 0.7 S.P., 1275 R.P.M. MCA = 4.4 MOCP = 15 AMPS 115V/10/60 FF ANTHONY "HUMIDISTAT" ENERGY SAVER CONTROL: 1 B.S. B.S. (SUPPLIED WITH ANIHONY COOLER DOORS) GG MANITOWOC REMOTE ICE MAKER CONDENSER No. CV00675. 1 B.P. G.C, MCA - 9,6 AMPS MOCP - 20 (208v/10/60) _ HIT SCOTSMAN REMOTE ICE MAKER CONDENSER No. ERC101-1A, 1 B.P. G,C, SERVEND No. 1CD4UL -- No, 1CDRUR, I I DAIRY MERCHANDISER REMOTE CONDENSER - KEEPRITE No. 2 B.P. G,C. KH100M6-HT3A MCA = 8.4 AMPS EA. MOCP = 15 AMPS (208V/30/60) AGENCY APPROVAL Those prints cmTTply with the FlorWa Glaaufactured Building Act of 1979 Construction Codou and adhere to the following crito,ia: Const,Typa ---�._ ---- 43 Occupancy --- Allowable No. � Of Floors-- 1 �(➢ Wind Velocity Fire mating Of 0 Ext. vy0li HOOT Load Approval Date /203/04____-.__ - FT31 Modkilar Divukm BP AMOW, USA ALLIANCE MANAGER, AGENT FOR BPI Global Ani a n c e 2W EAST RANUOI_PH DRNE - WL CODE 6000 CHICAW,11" 80601 DESIGN TEAM MEMBER I17LF m -THE mom. of GUATTY MADISON In IRIS DRIVE, S.W. - CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No. W30368 BLDG, HAND SHOWN SCALE, 1/4' = V-0' MODELI 4EUOBP905_V01 - NO. DATE REVISION ➢ESCRIPTION SEAL, NAME, ' RONAJ�D L. BOLDEN, P.E- LIL' NUMBER, 19261 CON FIDENfIALITY�iATFME I THE RECIPIENT OF TTIE5E MATERIALS UNDERSTANDS msr COPYRIGHT IN THE MATERIALS IS OWNED BY UP, AND ALSO, THAT THE MATERIALS CONTAIN PRMLEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIAL•a TO ANY OTHER PARTY AND III R],IF AGREES NOT TO MAKE COPIES OF THE MATERIALS. •IHE RECIPIENT AGREES IQ USE THE MATERIALS ONLY FOR THE ,LIMITED PURPOSE FOR WHICH DP HAS MADE RIE MATERIALS AVA!LAULE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO DP EITHER UPON COMPLETION OF IHE INTENDED PURPOSE OR UPON THE REQUEST OF HP, WHICHEVER CUME5 FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW' 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE CSR SITE ADDRESS, ADDRESS US HWY 17-92 AND SR 46A (G E N EVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCE Z&DMI CHECKED BY, BP REPM, DRAWN BY, G M ALLIANCE PM, VERSION, V05 3 PROJECT NO, ®1- 09-04 ➢RAWING TITLE, ELECTRICAL POWER PLAN SHEET NO, a IN Ilk I -- -- DENOTES WORK TO BE DONE IN THE FIELD 111val B 0 5 BUILDING SQUARE FOOTAGE BY GENERAL CONTRACTOR 4,200 SQ. 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I * L 1 12 -------- * L-12 L-12 i L-10 * I - L-10 I - I- L-10 --- 1 --------I I L__A.1. .... -_ __v __ . 1 -------- i ----------" ------ * L-12 ----- i * - ----- 1. ------ ----I * -1 ---------- i I -1 I ----------- _ - _j _ I_ I ! I I I I I * (�p -------- -------------- I i 1 * * LV--- \—g * --.---.------- J-BOX ABOVE CEILING BY B.S.* ---- 3"O SLEEVE IN ALL OVERHANG WIRING AND PIGTAILS WALL BY B,S, AT 3mO SLEEVE IN @0 * -*- BY C.C. PIGTAILS FED THRU WALL * 10'-9" A.F.F. WALL BY B.S. AT —BULL NOSE "LED" BY G.C. FOR CONNECTION FROM SIGN 10'-0" A.F.F. ILLUMINATION AND SOFFIT LIGHTS, FINAL CONNECTION BY G.C. (G.C. TO PROVIDE DISCONNECT IF REQUIRED BY LOCAL CODE) 20'-1 1/2" 8'- 0" � 8,-O" 8'-0" ­_1r__ 6'-O" 8,-0" 8'-0" 8'-0" 20'-1 1/2" ELECTRICAL LIGHTING PLAN SCALE: 1/4" = 1--O" ELECTRICAL FIXTURE SCHEDULE S, =SUPPLIED BY — = INSTALLED BY KEY - DESCRIPTION QTY. S I LA METALUX No. 2EPJGX-332-S36I-120-EB81 FLUORESCENT 21 B.S. B.S. 2' x 4' LIGHT FIXTURE WITH PARABOLIC LENS, ELECTRONIC BALLAST AND LAMPS, AND INTEGRAL THERMAL PROTECTION — (FURNISH 3 - 3F32 T8 LAMPS PER FIXTURE) TAF METALUX No. 2EP3OX-3,32-S361-1204081 FLUORESCENT 7 U.S. (I R1) . 2' x 4' LIGHT FIXTURE WITH PARABOLIC LENS, ELECTRONIC WIRED By C.C. BALLAST AND LAMPS, AND INTEGRAL THERMAL PROTECTION — (FURNISH 3 - 3F32 T8 LAMPS PER FIXTURE) LAE METALUX No. 2EP313X-332-S361-120-EB81-EL4 3 U.S. B.S. FLUORESCENT 2' x 4' LIGHT FIXTURE WITH PARABOLIC LENS, ELECTRONIC BALLAST AND LAMPS, INTEGRAL THERMAL PROTECTION AND BATTERY BACK-UP AND CHARGER — (FURNISH 3 - 3F32 T8 LAMPS PER FIXTURE) LAEF METALUX No. 2EP3GX-332-S361­120-EB81-EL4 — 3 B.S. B.S. FLUORESCENT 2' x 4' LIGfIr FIXTURE WITH PARABOLIC LENS, WRE BY G.C. ELECTRONIC BALLAST AND LAMPS, INTEGRAL THERMAL PROTECTION AND BATTERY BACK-UP AND CHARGER ---(FURNISH 3 - 31`32 T8 LAMPS PER FIXTURE) LH METALUX No. WB-232A-120-EB81, 1' x 4' FLUORESCENT 2 B.S. B.S. LIGHT FIXTURE WITH ELECTRONIC BALLAST, AND INTEGRAL THERMAL PROTECTION (2 - 2F32 T8 LAMPS PER FIXTURE) I LC METALUX No. 2CR8-332A-120-EB81 FLUORESCENT 2' x 4' 6 B.S. B.S. LIGHT FIXTURE WI-111 ELECTRONIC BALLASr AND LAMPS AND INTEGRAL THERMAL PROTECTION — (FURNISH 3 - 3F32 T8 LAMPS PER FIXTURE) LCE MErALUX No. 2GR8-332A-120-E881-14 FLUORESCENT 2 B.S. B.S. 2' x 4' LIGHT FIXTURE WITH ELCTRONIC BALLAST AND LAMPS, INTEGRAL THERMAL PROTECTION AND BATTERY CHARGERBACK-UP AND L_ (FURNISH 3 - 3F32 T8 LAMPS PER FIXTURE) - * * * - — ELECTRICAL FIXTURE SCHEDULE I :,:: SUPPLIED BY I = INSTALLED BY KEY DESCRIPTION QT-Y7] S - I LD OPEN LEF METALUX No. 2EP3GAX-117-S23MI-120-EB81, 1' x 2' — 1 B.S. B.S. LAY -IN ASYMMETRIC WALL WASH FLUORESCENT LIGHT C.C. WIRED FIXTURE WITH THERMAL PROTECTION INTEGRAL, — (FURNISH I - IF17 1-8 LAMP) LF METALUX No. EP3GX-I32-S18M1­120-EB81 1' x 4' 7 B.S. B.S. LAY -IN ASYMMETRIC WALL WASH FLUORESCENT LIGHT FIXTURE WITH THERMAL PROTECTION INTEGRAL I (FURNISH I - IF32 T8 LAMP) LFF METALUX No. EP3GX-132-S18MI-120-EB81, 1' x 4' 7 B.S. B.S. LAY -IN ASYMMETRIC WALL WASH FLUORESCENT LIGHT G.G. WIRED FIXTURE WITH THERMAL PROTECTION INTEGRAL (FURNISH I - IF32 T8 LAMP) - LGI F JUNO WAVE [RACK LIGHTING SYSTEM W/ (6) No. TFW4SL, 2 B.S. B.S. FLEX 12 TRACK, (6) No. 1F912SL, 12" STEM SUPPORT, (6) No. TF22SL, SUPPORT CYLINDER, (5) No. TF23SL, ELECTRICAL CONNECTOR, (2) No. TF30SL, END COVER, (2) No. TF5300BL, TRANSFORMER, (10) No. TF215L, FEED CYLINDER, (10) No. TF903SL, 3.5" FIXTURE STEM, (10) No. TF196SL, GIMBAL RING FIXTURE, & (10) No. T559, LINEAR SPREAD LENS. COLOR TO BE SILVER. FURNISH (1) 5OW MR16 LAMP PER FIXTURE. L02F JUNO WAVE TRACK LIGHTING SYSTEM W/ (4) No. TFW4SL, 1 B.S. —_ B.S. FLEX 12 TRACK, (4) No. TF912SL, 12" STEM SUPPORT, (4) No. TF22SL, SUPPORT CYLINDER, (3) No. TF23SL, ELECTRICAL CONNECTOR, (2) No. TF30SL, END COVER, (2) No. TF5300BL, TRANSFORMER, (7) No. TF21SL, FEED CYLINDER, (7) No. TF903SL, 3.5" FIXTURE STEM, (7) No. TF196SL, GIMBAL RING FIXTURE, & (7) No. 1`559, LINEAR SPREAD LENS, COLOR TO BE SILVER. FURNISH (1) 5OW MR16 LAMP PER FIXTURE. — E] M * * * * ELECTRICAL FIXTURE SCHEDULE I =:: SUPPLIED BY I = INSTALLED BY KEY DESCRIPTION QTY, S I LGJF JUNO WAVE TRACK LIGHTING SYSTEM INI (4) No. TFW4SL, 1 U.S. B.S. FLEX 12 TRACK, (4) No. 'TF912SL, 12" STEM SUPPORT, (4) No. TF22SL, SUPPORT CYLINDER, (3) No. TF23SL, ELECTRICAL CONNECTOR, (2) No. TF30SL, END COVER, (1) No. TF5300BL, TRANSFORMER, (5) No. TF21SL, FEED CYLINDER, (5) No. TF903SL, 3.5' FIXTURE STEM, (5) No. TF196SL, GIMBAL RING FIXTURE, & (5) No. T559, LINEAR SPREAD LENS. COLOR TO BE SILVER. FURNISH (1) 5OW MR16 LAMP PER FIXTURE. LG4F JUNO WAVE TRACK LIGHTING SYSTEM W/ (2) No. TFW4SL, 1 B.S. B.S. FLEX 12 TRACK, (2) No. TF912SL, 12" STEM SUPPORT, (2) No. TF22SL, SUPPORT CYLINDER, (1) No. TF23SL, ELECTRICAL CONNECTOR, (2) No. TF3OSL, END COVER, (1) No. TF5300BL, TRANSFORMER, (3) No. TF21SL, FEED CYLINDER, (3) No. TF903SL, 3.5- FIXTURE STEM, (3) No. TF196SL, GIMBAL RING FIXTURE, & (3) No. T559, LINEAR SPREAD LENS. COLOR TO BE SILVER. FURNISH (1) 5OW MR16 LAMP PER FIXTURE, I LHF PORTFOLIO RECESSED WALL WASH / DOWNLIGH1 10 U.S. B.S. No. HD4-4511-LI, HOUSING WITH SELF -FLANGED SINGLE G.C. WIRED REFLECTOR AND ULAR CLEAR FINISH, FURNISH (ONE) GE COMPACT FLUORESCENT GE GENURA I EL23/R25/SW LAMP PER FIXTURE LJF LUMETTA No. FP103, CEILING MOUNT CONE SHAPED PENDANT 6 B.S. B.S. LIGHT WITH No. 07, NATURAL DIFFUSER, BLACK FRAME, CORD, C.C. WIRED AND PLATE. 6" x 10" x 22". FURNISH (ONE) GE COMPACT FLUORESCENT GE GENURA EL23/R25/SW LAMP PER FIXTURE I e LK I OPEN * _* * * - ELECTRICAL FIXTURE SCHEDULE 1 = SUPPLIED BY I = INSTALLED BY KEY DESCRIPTION QTY. S - I LL HALO RECESSED DOWN LIGHT No. H5T WITH No. 5060P, 16 B.S. B.S. ADJUSTABLE EYEBALL IN A SATIN WHITE FINISH. FURNISH --..-- (ONE) 75W PARJO/CAP/FL LAMP PER FIXTURE 11F HALO RECESSED DOWN LIGHT No. F15T WITH No, 5060P, 3 U.S. B,S. ADJUSTABLE EYEBALL IN A SATIN WHITE FINISH, FURNISH G.C. WIRED (ONE) 75W PARJO/CAP/FL LAMP PER FIXTURE. LM OPEN —_ LN PORTFOLIO RECESSED DOWNLIGHT No. MD6-780-6751-LI, 12 B.S. B.S. HOUSING WALECIRONIC BALLAST, SELF -FLANGED REFLECTOR, G.C. WIRED METAL HALIDE LAMP, AND LOW IRIDESCENT FINISH (FURNISH — (ONE) No. M15OV64402 (OPEN STYLE) LAMP PER FIXTURE) LO STONCO VAPOR PROOF LIGHT FIXTURE No. VCX11GC WITH 6 U.S. B.S. -- LAMP GUARD, AND (1) 75W MEDIUM BASE FROSTED LAMP LOI STONCO VAPOR PROOF LIGHT FIXTURE No. VWXL11GC WITH — 2 - B.S. B.S. LAMP GUARD AND SUITABLE FOR DAMP LOCATIONS — (1) 75W MEDIUM BASE FROSTED LAMP LPF McPHILBEN 103 LINE HALF CYLINDER UP/DOWN SCONCE 2 — B.S. B. S. LIGHT FIXTURE WITH THERMAL PROTECTION INTEGRAL G.C. WIRED AND METAL HALIDE LAMP LQF — HALO TRACK LIGHTING SYSTEM W/ (1) No. LZR108MB 1 B.S. B.S. TRACK, (1) No. ZR104MB TRACK, (2) No. LZR201 LIVE END G,C, WIRED FEED, (1) No. LZR212 MINI CONNECTORAND (8) No. LZR401 LOW VOLTAGE GIMBAL RING WITH INTEGRAL 12V ELECTRONIC TRANSFORMER, (1) 5OW LAMP PER FIXTURE * * (D TRANSFORMER 7 L-4 15 AMP T SWITCH BY B.S. IN OFFICE 0 HORN LOCATED ABOVE HALL DOOR � -F----:I- 24VAC /MAGNETIC SWITCH (D LOCATED AT HALL DOOR BY B.S. HALL DOOR ALERT DEVICE SCHEMATIC SCALE: N.T.S. NOTE : ALL DATA AND COMMUNICATION CABLING TO BE ROUTED IN CONDUIT WITH 50% FILL. J"O SLEEVE IN WALL BY B.S. AT 10'-O" A.F.F. I-,"— J_BOx IN WALL +72" A.F.F. �--ON * L-22 -*- --- 30 AMP NON -FUSSED DISCONNECT ABOVE CEILING ----- ___________.__________..__ ---.-,-- (TYPICAL 4 PLACES) .----.--.-I ACjEENGY APPROVAL Those fit IHtS cOGIPlY Witil the Florida rilenufacture(i Building Act of 1979 Cojjstru,tjotl Codas ,OdQu endI adhole to th(� following * Coost. Type I VA -----@) — L-22 -*- I ­- —_ ___ I 00f,upatiry B ------ I Allo,wmblo No * I \ g** ' I Of Floort; __ ---------.- __ OULLNOSE "LED" Wind VeloCify I F) () '----------ILLUMINATION ,I Fire Rating of , * F� 11 I I Floor Load —100 . —,-- OX IN WALL I Approval Date i 12310 4 I A.F.F. 1 L- _______ : -._,___ P:31 N1QdUlEG` DTVjsIop i DENOTES W0HK TO BE DONE IN THE FIELD BY EEL CONTRACTOR I I * BY MADISON FIELD ERECTOR I --- ELECTRICAL FIXTURE SCHEDULE I =: SUPPLIED BY - I = INSTALLED BY KEY DESCRIPTION —_ QTY. S I LR — SURE-LITES No. LPXH-70-RWHDH EXIT LIGHT WITH BATTERY 3 B.S. B.S. BACK-UP, CHARGER AND DOUBLE HEAD EMERGENCY LIGHTING — COLOR: WHITE — LS SURE-LITES No. LPX-70-RWflDH-CCX-18-PKWH EXIT LIGHT 1 — B.S. B.S. WITH BATTERY BACK-UP, CHARGER, DOUBLE HEAD EMERGENCY LIGHTING AND 18" WHITE PENDANT KIT COLOR: WHITE LT BP "HELIOS" LOGO TOWER SIGN WITH 'BP" LETTERING. 1 B.S, B.S. — G.C. WIRED LU "LED" ILLUMINATION FOR OULLNOSE OVERHANG. 2 BS. B.S. — G.C. WRED LV `BP CONNECT" SIGN WITH ARTISTIC GRAPHIC, I B.S, B.S. — - G.C. WIRED LW METALUX No. 2CR8-232A-120-EB81 FLUORESCENT 2' x 4' 2 U.S. B.S. LIGHT FIXTURE WITH ELECTRONIC BALLAST AND LAMPS AND INTEGRAL THERMAL PROTECTION - (FURNISH 2 - 3F32 T8 LAMPS PER FIXTURE) LWE — METALUX No. 2GR8-232A-120-EB81-EL4 FLUORESCENT 1 — .C1. B1) B.S. 2' x 4' LIGHT FIXTURE WITH ELCTRONIC BALLAST AND LAMPS, INTEGRAL THERMAL PROTECTION AND BATTERY BACK-UP AND CHARGER (FURNISH 2 - 3F32 T8 LAMPS PER FIXTURE) LX SURE LIJES No. 6T-8-W, REMOTE EMERGENCY LIGHT 1 B.S. B.S. — WITH ONE HEAD AND WHITE FINISH LXF SURE LIJES No. 6T-8-WWH, REMOTE EMERGENCY LIGHT --- 2 B.S. B.S. WITH ONE HEAD AND WHITE FINISH. G.C. WIRED � I CLIENTi bp ... I - ,.=. ... ....,,-k ... , .1 ... - - - K.., %'. ,... _ I * .-.�.% BP AMOCO, WA — ALLIANCE MANAGER, AGENT FOR BPI BOVINS Lend Leans GlobalAffiance 200 EAST RNIXXM DRIVE - MAIL CODE WO CMAOO, UMM MR VV':S1CN fE4Y AFAffl? flIZE- -, M. , 'IIiE Snam OF QUAU Ir MADISON 1035 IRIS DRIVE, S.W. - CONYERS, GA J0094 770 483-4401 - FAX 770 785-7967 MADISON JOB No, W30368 BLDG, HAND -SHOWN SCALE, 1/4' = 1'-13' MODELI 420013P905_V05,3 NO, DATE I REVISION DESCRIPTION I — — - I I — __ --- —,-- I SEAL, - - NAME, NA D/ . BOLDEN, P.E. ' I LIC. NUMBER: 19261 -_ CONFIDENTIALITY STATE ,ENF, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS ]HAT COPYRIVIT IN THE MATERIALS IS OWNED BY UP, AND ALSO. THAT THE MATERIALS CONTAIN PRIIALEOGED AND CONHOENTIAL BUSINESS INFORMATION OF UP. ACCORDINGLY, THE RECIPIENT AGREES R) RETAIN THESE MATERIALS IN SIRier CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES Nor To MAKE COPIES OF THE MATERIALS THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP 14AS MADE THE MATERIALS AVAILABLE. AND RECIPIENT AGREES rO RETURN ALL MATERIALS To UP EITHER UPON COMPLETION OF THE INTENDED PURPOSE ON UPON THE REqUESr OF UP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE OSR RIGHT SIDE OSR - SITE ADDRESS, ADDRESS US HWY17-92AND SR 46A (GENEVA AVE) SANFORD, FL 19S # ............................ DESIGNED BYi -_ ALLIANCE Z&DM, CHECKED BY, BP REPM, DRAWN BYi G.M. ALLIANCE PM,� VERSION, V05.3 - PROJECT NO, 01-09-04 DRAWING TITLE, ELECTRICAL LIGHTING PLAN _ SHEET NOi M B O 5 - E.1. SHEET NO, SHEET NO, 26 32 mm" TO PILOT LIGHT LOCATION OF LIGHTING - J-BOX No. 1 SWITCH "P2" IN J_BOX No. 2 CONTROLLER REMOTE OFFICE COOLER CONDENSER No. 2 r WP J-BOX FOR SELF WP J-BOX FOR SELF EE PHOTOCELL (INSTALLED PITCH POCKET FACING NORTH) BY G.C. TO PILOT LIGHT REGULATING HEAT CABLE REGULATING HEAT CABLE EXHAUST FAN FOR (RAIN HOOD BY SWITCH "PI" IN CABLE FURNISHED AND CABLE FURNISHED AND EXHAUST HOOD WITH MADISON FIELD ERECTOR) OFFICE INSTALLED BY G.C. INSTALLED BY G.C. FACTORY INSTALLED _ DISCCNNECT SWITCH z f-WP J-BOX ; FINAL -CONNECTION- e N ,,,—COOLER CONDENSER No, 1 2v [J] BY G.C. - i ® I I 1\ VERTICAL ' WALK-IN FREEZER— s O PITCH POCKET p I J J (RAIN HOOD BY ' ." MADISONJ- i� (0) AIT�l--FLOW CONDENSER . 2 -b FIELD ERECTOR) 1'_6" WP J-BOXT PITCH POCKET i , H DAIRY DAIRY z � � O'� � 0��- ', TO SWITCH � � (RAIN HOOD BY REACH -IN MERCHA4FLOW MERCHANDISER MADISON FIELD ERECTOR F 0 AA F 0 AA FREEZER CONDENCONDENSER WALK-IN IN QSR AREA, ) CONDENSER FREEZER O — ' W Y W Y CONDENSERAIR 1'-2COOLER COOLER 208V 208V FUSE --CONDENSER CONDENSER y FUSE BLOCK NEMA 3R DISCONNECT I No. 1 No. 2 AIR FLOW BLOCK I ILOW 1 Qj 30 AMP / 25 FUSE Q Y < -� NEMA 3R DISCONNECT O �� --- -`� - - NEMA 3R DISCONNECT `` NEMA 3R DISCONNECT FINAL CONNECTIONS -- , 30 AMP / 25 FUSE NEMA 3R DISCONNECT— �- _ 30 AMP / 15 FUSE 30 AMP / 20 FUSE BY G.C. J - TO UNIT 0 J 30 AMP / 20 FUSE W.P. _ _ J ❑J J - -�_— J �- FINAL CONNECTIONS TO UNIT © IN COOLER K2-32,34,36 J -BOX FINAL CONNECTIONS W.P. F BY G.C. J-BOX BY G.C. IN COOLER K2-37,39,41 K2-38,40,42 CONNECTIONS 3 #10 Cu � � K2-31,33,35 3 #10 Cu 3 #10 cu 1/2 CONDUIT FINAL 3 #10 cu 1/2" CONDUIT 1/2" CONDUIT BY C.C. W.P. J-BOX CONNECTIONS E-19,21,23 E-20,22,24 BY G.C. 3 #10 Cu 3 #10 Cu I 1/2" CONDUIT WP J-BOX 1/2" CONDUIT 1/2° CONDUIT TO UNITO IN REUNIT ACH-IN WP J-BOX FOR WALK IN FREEZER REACH -IN FREEZER CONDENSER ' FREEZER CONTROL WIRING PITCH POCKET WP J-BOX — (RAIN HOOD BY 0 ICE MAKER ICE MAKER E-40 1 CONDENSER CONDENSER E-2,4,6 ' MADISON FIELD E-1A5 ERECTOR) - 3 # 6 Cu WP GFCI `i S # 6 cu ,,. ; VERTICAL VERTICAL 3 4" CONDUIT --------- 7'- 10" RECEP. I 3/4" CONDUIT INTAKE AIR FLOW GG AIR FLOW HH / O ` 'I INTAKE * I AIR 0 WP GFCI AIR — FLOW RECEP, FLOW DAIRY MERCHANDISER CONDENSER y' C� E-17 1 J E-17 PITCH POCKET �;�� J -- /' '; W.P. J-BOX - J W.P. J-BOX — J (RAIN HOOD BY �v WP GFCI H.V.A.C. `:x` 20A HP RATED 20A HP RATED-- H.V.A.C. MADISON FIELD b <�� DISCONNECT ' ��` WP J-BOX WITH RECEP. UNIT No.1 ; . DP/ST SWITCH SP/ST SWITCH SWITCH W UNIT No.2 ;' ERECTOR) o O� 11'-11" 1"0 CONDUIT DISCONNECT HVAC UNIT C11 `� I VERTICAL VERTICAL SWITCH W/ AIR FLOW, E-7,9 E-25 AIR FLOW W,P. J-BOX FOR HVAC UNIT CONTROL WIRING FINAL FINAL FINAL _ I CONNECTIONS CONNECTIONS CONNECTIONS FINAL BY G.G. n CONNECTIONS BY G.C. BY G.C. i BY G.C. i I THROUGH THROUGH I THE BASE THE BASE i DAIRY MERCHANDISER ELECTRICAL ELECTRICAL CONDENSER PITCH 3'-9 1/2 (RAIN HOODEBY J MADISON FIELD O ERECTOR) L-23 FAN EXHAUST MUST I I I L-21 BE 10'-0" AWAY OR ! TO PILOT LIGHT I I I W.P. J-BOX WITH 30 AMP J SWITCH "P1" IN TO PILOT LIGHT NON -FUSED DISCONNECT EXHAUST 2'-0" ABOVE OFFICE SWITCH "P2" IN BY B.S. G +144" ANY FRESH AIR INTAKE OFFICE i O EQUIPMENT. (TYPICAL) I J-BOX No. 1 I J _ J-BOX No. 2 -- J — WP J-BOX FOR SELF WP J-BOX FOR SELF I L `�,J-----{---I REGULATING HEAT CABLE I REGULATING HEAT CABLE "' J I CABLE FURNISHED AND CABLE FURNISHED AND O L-16 BB +144" INSTALLED BY G.C. INSTALLED BY G.C. D +144° n i W.P. J-BOX WITH 30 AMP ';•� - i -�-- °° ICE MAKER gg NON -FUSED DISCONNECT LT i -` `--- -___ --"`--1 i CONDENSER ------_ ___- ------ _ By B J ___~-_-�-�----�--" PITCH POCKETS ----------- `~ '_`-__ -���_(RAIN HOOD BY �`�`-----___ ___--'________________v_________-----_` MADISON FIELD ------------------------___---_---_---------_------__------_ ERECTOR) ELECTRICAL ROOF TOP POWER PLAN SCALE; 1 /4" = 1'-0" #14 THHN MATCH COLORS 1/2" METAL FLEX----< TO H.V.A.C. UNIT No. 1 .- 0 THERMOSTAT UNIT 1CD z RCRH RED GREEN G YELLOW Y1 ORANGE Y2 © X BLUE WHITE REMOTE W1 BROWN SENSOR W2 T WHITE T f RED T WHITE 2 3 )REEN RED 6 7 12 UNIT No, 1 BLUE ;-NGE 1-ROWN 13 18 TERMINAL BOARD =LLOW JRPLE 21 UNIT No. 2 TERMINAL BOARD 2 3 6 7 12 13 21 nrn GRE RED ULU ORA BRO YELI PUR W UJ I _..- a 2 O ✓ LLj �L�JJJ Lr -] L'-' LLj� LT] m O 7- C7 CZ o J-BOX IN ELECTRICAL CLOSET r----------------------------, CROSSOVER TAPS i RELAY�X i CROSSOVER TAPS — IN H.V.A.C. UNIT RED I , s RED IN H.V.A.C. UNIT #14 THHN (FIELD WORK) e 2 CONDUCTOR (GREEN TAPE ' I (FIELD WORK) MATCH COLORS )I E12 CONDUCTOR (BLUE TAPE) a — - — ---- — — — ---- WHITE i - i WHITE 1/2" METAL FLEX - BLUE " TO H.V.A.C. UNIT No. 2 4" x 4" J-BOX z io 4" x 4" J-BOX ABOVE CEILING WHITE ! WHITE ABOVE CEILING (MODULE LINE) RED RED (MODULE LINE) 5 CONDUCTOR (BLACK TAPE), BLUE YELLOW Ay 15 CONDUCTOR (WHITE TAPE) W o m m L---------- - - - - - - - o z �, � w THERMOSTAT — ��� m `a GCh: " a UNIT 2 H- w c� RC 1 � RED o YELLOW o RH 24 VOLT _ INSTALL JUMPER INSTALL JUMPER GREEN i5 3 is z i1 is o `~ 120 VOLT ra' co C s to a iYELLOW [9 10 s 16 CKT. No. E-42 9 10 s is z tT o ORANGE SMOKE DETECTOR '--TRANSFORMER V SMOKE DETECTOR Y BLUE X2 (\ UNIT 1 p Lu UNIT 2 � Q � WHINE_ �` / nD m � m Q � O in � m � o � BROWN W1 REMOTE 3 � INI SENSOR 3 _ T WHITE T 2 BLACK _ � BLACK TT RED T O AL 4 RED O AL 4 RED MULTBLUE TEST, STATION 8 WHITE HY.A.Co. WIRING SCHEMATIC WITH TESTBLUE , STATIION 8 WHITE 6 GREEN _ MULTI -SIGNAL TEST STATION 6 GREEN 5 ORANGE _ J SCALE, N.T.S. 5 ORANGE 8 CONDUCTOR 8 CONDUCTOR (YELLOW TAPE) PURPLE TAPE) MANUFACTURING PLANT INSTALLATION NOTES: (B.S.) 1) B.S. SHALL FURNISH AND INSTALL ALL NECESSARY WIRE, FITTINGS, RACEWAYS, BOXES, FIXTURES AND DEVICES FOR THE COMPLETE ELECTRICAL SYSTEM WITHIN THE CONFINES OF THE MODULAR BUILDING AS SHOWN OR NOTED ON PLANS, ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 2) CONDUCTOR AMPACITY FOR GENERAL WIRING IS BASED ON AN AMBIENT TEMPERATURE OF 75'C. MIN- IMUM CONDUCTOR SIZE SHALL BE # 12 AWG-CU WITH 600V TYPE THWN-THHN INSULATION. ALL CONDUCTORS INSTALLED IN WIREWAYS TO BE BERATED IN ACCORDANCE WiTH NOTE 8 TO N.E.C. TABLE 310-16 AND MEET THE REQUIREMENTS OF N.E.C. 362-5 EXCEPTION No. 1. 3) ALL WIRING SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING; INSTALLATION SHALL COMPLY WITH N.E.C. ARTICLE 348. FLEXIBLE METALLIC TUBING MAY BE USED FOR CONNECHONS REQUIRING FLEXIBILITY; INSTALLATION SHALL COMPLY WITH N.E.C. ARTICLE 349. RIGID NON-METALLIC CONDUIT MAY BE USED IN COOLER/FREEZER COMPARTMENTS AND AS NOTED ON PLANS; INSTALLATION SHALL COMPLY WITH N.E,C. ARTICLE 348. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTION TO EQUIPMENT IN WET OR DAMP LO- CAHONS; INSTALLATION SHALL COMPLY WITH N.E.C. ARTICLE 351. ALL BOXES AND FITTINGS SHALL BE OF METAL, WITH ALL JOINTS MADE WRENCH TIGHT; INSTALLATION SHALL COMPLY WITH N,E.C. ARTICLE 370. 4) ALL SWITCHES AND RECEPTACLES SHALL BE GROUNDING TYPE, IVORY IN COLOR, WITH STAINLESS STEEL COVER PLATES. ISOLATED GROUND RECEPTACLES NOTED ON PLANS SHALL BE ORANGE IN COLOR WITH GROUNDING CONDUCTOR CONNECTED TO RECEPTACLE AND EQUIPMENT GROUNDING BAR IN ELECTRICAL PANEL. 5) ALL MOTORS SHALL HAVE OVERLOAD PROTECTION; DISCONNECT SWITCHES FOR MOTORS SHALL BE HORSEPOWER RATED. 6) FLUORESCENT LIGHT FIXTURES INSTALLED INDOORS SHALL HAVE THERMAL PROTECTION INTEGRAL WITH BALLAST. 7) FIXTURES INSTALLED OUTDOORS SHALL BE SUITABLE FOR INSTALLATION IN WET OR DAMP LOCATIONS. 8 ELECTRICAL PANELBOARDS SHALL BE SUITABLE FOR USE AS SERVICE EQUIPMENT. 9) CONDUIT PASSING THROUGH WALLS OF REFRIGERATED ROOMS SHALL BE SEALED IN ACCORDANCE WITH N.E.C. ARTICLE 300-7. 10) ALL CONDUCTORS CROSSING MODULE LINE SHALL BE IDENTIFIED AND LABELED FOR JOBSITE CONNECTION BY THE GENERAL CONTRACTOR. 11) TESTING TEMPORARY ELECTRICAL POWER OF SUITABLE VOLTAGE AND AMPERAGE SHALL BE APPLIED TO BUILDING SERVICE, ALL EQUIPMENT AND FIXTURES SHALL BE OPERATED AND WIRING PROVEN TO BE FREE OF DEFECTS. SWITCHES AND RECEPTACLES SHALL BE TESTED AND PROVEN TO HAVE CORRECT CIRCUITRY PER DESIGN PLANS. CIRCUITRY SHALL BE TESTED FOR CORRECT POLARITY AND GROUNDING. JOBSITE INSTALLATION NOTES - (GENERAL CONTRACTOR) 1) GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED INSTALLATION PERMITS FROM LOCAL AUTHORITIES, AND MAKE ARRANGEMENTS FOR ANY REQUIRED INSPECTIONS. 2) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SERVICE ENTRANCE EQUIPMENT, CONDUITS, CONDUCTORS, AND GROUNDING, AS REQUIRED TO MEET LOCAL CODES AND CONDITIONS. 3) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECTING MEANS FOR ALL OUTLINE LIGHTING AND SIGNS WiTHIN SIGHT OF SUCH LIGHTING AND SIGN IT CONTROLS. 4) GENERAL CONTRACTOR SHALL INSTALL REQUIRED SEALS IN JOUSITE INSTALLED CONDUITS AS REQUIRED BY N.E.C. ARTICLE 514, 5) AFTER INSTALLING ALL CONDUITS THROUGH FLOOR CHASES IN MODULAR BUILDING, GENERAL CONTRAC- TOR SHALL FILL FLOOR CHASES WITH CONCRETE AND FINISH FLOOR AT CHASE AREAS. 6) THE SERVICE ENTRANCE DIAGRAM SHOWS MINIMUM REQUIREMENTS AS REQUIRED BY THE `NATIONAL ELEC- TRICAL CODE'. SIZE FOR SERVICE ENTRANCE CONDUCTORS AND CONDUITS MAY VARY, DEPENDING ON LENGTH OF CONDUCTORS. GENERAL CONTRACTOR SHALL CALCULATE VOLTAGE DROP AND MAKE AD- JUSTMENTS AS REQUIRED. GENERAL CONTRACTOR SHALL REFER TO OWNER FURNISHED SITE SPECIFIC PLANS FOR ALL REQUIRED ON SITE ELECTRICAL. 7) FAULT CURRENT BUILDING IS DESIGNED AT 22,000 AMPS RMS - WHEN AVAILABLE FAULT CURRENT AT SITE EXCEEDS 10,000 AMPS RMS, THE GENERAL CONTRACTOR MUST INSTALL A MAIN FUSED DIS- CONNECT WHICH LIMITS THE FAULT CURRENT TO 22,000 AMPS RMS. AGENCY APM,OVAL Those printS Comply With iho Florida Palanufactured Building I Act of 1979 Construction CudeS and adhere to the fQ110'Mog criteria: 7 � 7 yy it I Cont. Type B Occupancy AliowilbIL, NO. Of F;oors - - - 1-so I+Uind Velocity— (-It8 Ra tln j of d� Ext, a 1Dor Load - too - �1 Approval Date /23/04 PSI 1vj0(IUitTi Div ;ion DENOTES WORK TO BE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR D CLIENT, bm% BP AMOCO, U9A ALLIANCE MANAGER, AGENT FOR BP, Rovis Lend Lease GlobalAlliance NO EAST RA"Lffl DINE - MAIL CWE 6000 CHICAQO, M1N048 6W641 DESIGN TEAM M£MS£R T7TL£- 'THE SYNHOL OF WPJIY' MADISON 1035 IRIS DRIrr, S.W. - CONYERS, GA J0094 770 483-4401 • FAX 770 785-7957 W30 3 6 8 MADISON JOB No. BLDG. HAND —SHOWN SCALE, 1/4' = 1'-0' MODEL, 4200111`905_V05.3 NO. DATE REVISION DESCRIPTION SEAL, NAME, RONAL L. BOLDEN, P.E. LIC. MBE,R, 19261 CONFIDENTIA IL TY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEOGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY ANO FURTHER AGREES NOT TO MAKE COPIES OF 'THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILAULE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SITE ADDRESS, ADDRESS US HWY 17492 AND SR 46A (GE:NEVA AVE) SANFORD,FL # •, .•..• s.ZE,DM+ DESIGNED ALLIANCE CHECKED BY, BP REPM, DRAWN BY, G M ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01--09-04 DRAWING TITLE, ELECTRICAL ROOF TOP POWER PLAN SHEET NO, MB05 E.5.1 SHEET NO, SHEET NO, 27 32 ELECTRICAL CONDUIT PLAN SCALE: 1 /4" = 1'-01, �C25 C2 C19 4UC26"'�2 ctsc cz1 c 1. OFFICE LIGHTS ELEVATION C. SALES LIGHTS A D, HALL DOOR ALERT DEVICE SCALE: 1/2" = l'-0" E.1.3 P1. SELF REGULATING HEAT CABLE ON ROOF NOTE : ALL SWITCHES TO BE P2. SELF REGULATING HEAT CABLE ON ROOF LABELED FOR FUNCTION. 1.UIVUUI I IVI 11 1 .JV /0 I ILL. ELEVATION SCALE: 1 /2" = l'-O" E.1.3 - - - - ______- V.L. UJ)L U.1.. UJC 8'-2" V-10" 8" 3' 0" 4"6" F_ co I r- BLOCKOUT 71N� FLOOR FOR G.C. USE I I BLOCKOUT IN FLOOR��F:Off BLOCKOUT INV ......... G.C. q-'SE LOOR FOR I, I .C. USE { CD ® r I BLOCKOUT IN FLOOR FOR I G.C. USE BLOCKOUT IN - FLOOR FOR ---------------- -- B,S. USE i i BLOCKOUT LOCATION PLAN SCALE: 1/4" = 1'-0" DENOTES WORK TO RE DONE IN THE FIELD BY GENERAL CONTRACTOR BY MADISON FIELD ERECTOR BLOCKOUT IN ; t FOR:, G.C. O.Vw- jrJ ,_ 2i--'11 m CONDUIT SCHEDULE: CC) 1 1/4" CONDUITS WITH WIRES FOR CIRCUITS IN CASHIER AREA BY Q.S. G.C. TO CON FINUE CIRCUITS FROM THAT POINT AND FURNISH AND INSTALL RECEPTACLES AS REQUIRED. DO NOT SHARE CONDUITS WITH NON -CONDITIONED POWER CIRCUITS FROM POWER CONDITIONER. C 11" CONDUIT FROM TLS-350 TANK MONITOR PANEL 'TO MANAGERS COMPUTER IN OFFICE FURNISHED AND INSTALLED BY B.S. 1" CONDUIT FROM OFFICE INTERCOM TO COOLER AND BACK ROOM INTERCOMS. FURNISHED AND INSTALLED BY B,S, 1 1/4" CONDUIT 'TO ISDN CABINET FURNISHED AND INSTALLFD BY B.S. C5 1" CONDUIT FROM E-COMMERCE AREA TO OFFICE FURNISHED AND INSTALLED BY G.C. C6 1 1/4" CONDUIT FROM TELEPHONE COMPANY TERMINATION POINT IN ELECTRICAL CLOSET TO TELEPHONE BACKBOARD AREA IN OFFICE FURNISHED AND INSTALLED BY G.C. yjE C7 3/4" CONDUIT FROM STAINLESS STEEL BACK BOX IN CASHIER AREA TO INTERCOM SYSTEM, FURNISHED AND INSTALLED BY G.C. VOICE ACTIVATED INTERCOM STATION 3M MODEL No. D30, WITH SPEAKER MICROPHONE MOUNTED IN CEILING, FURNISHED BY B.P., INSTALLED BY G.C. 1 1/4" CONDUIT FROM POS TO DISPENSER INTERFACE EQUIPMENT IN OFFICE FURNISHED AND INSTALLED BY B.S. C9 1 1/4" CONDUIT FROM POS TO DISPENSER INTERFACE EQUIPME T.__---- IN OFFICE A' FURNISHED AND INSTALLED BY G.C. These prints COnl Act of 1979 COOS' criteria: - (91a 1 1/4" CONDUIT FROM QSR POS TO OFFICE FOR DATA COMMUNICATION const.Type FURNISHED AND INSTALLED BY C.C. accupa-y Aliuwaale �10. C10 1" CONDUIT FROM TLS TANK MONITOR TO INTRINSICALLY cIf FteDS"S SAFE TROUGH BELOW CONTROLLER AND DISPENSER. svirT,IVelocity FURNISHED AND INSTALLED BY G.C. vie Rating Of Fxt. Walls Ci1 1 1/4" CONDUIT FROM COMMUNICATION RACK TO CASHIER FloorLoad AREA FOR POS DATA CABLING FURNISHED AND INSTALLED BY G.C. I ApprovT! Oat' 3/4" PLYWOOD TELEPHONE BOARD MOUNTED TO WALL FOR - -- - TELEPHONE/ISDN EQUIPMENT. MOUNT BOARD 1'-0" A.F.F. FURNISHED AND INSTALLED BY G.C. (i3 1" DATA CONDUIT FROM DISPENSERS. CONTAINS CLASS 2 DATA CIRCUITS, LAN CABLE, AND CARD READER CABLE. SEE SITE PLAN FOR EXACT NUMBER. FURNISHED AND INSTALLED BY G.C. C 44 1" CONDUIT FROM TANK LEAK DETECTION SYSTEM (COORDINATE WITH NUMBER OF TANKS AND TYPE OF CANOPY) FURNISHED AND INSTALLED BY G.C. C15 (2) 1" CONDUITS WITH PULL STRING FROM SATELLITE J-BOX ON ROOF TO OFFICE FURNISHED AND INSTALLED BY B.S. 2" CONDUIT FROM DISPENSER INTERFACE AREA TO INTERCOM IN CASHIER AREA FURNISHED AND INSTALLED BY G.C. C17 1 CONDUIT FROM DISPENSER INTERFACE AREA TO DISPENSER CONTROL AREA IN ELECTRICAL CLOSET FURNISHED AND INSTALLED BY G.C. Ct8 1" EMPTY CONDUIT FROM STUB -UP AT CASHIER CABINET, ADJACENT TO CPU, -TO ELECTRICAL CLOSET. FURNISHED AND INSTALLED BY G.C. C19 3" CONDUIT FROM DISPENSER INTERFACE AREA TO MANAGERS CPU IN OFFICE FURNISHED AND INSTALLED BY G.C. �20 1" CONDUIT TO ELECTRICAI. CLOSET AND SECOND IF MORE THAN 10 DISPENSER FURNISHED AND INSTALLED BY G.C, C2� 1" EMPTY CONDUIT BETWEEN INTERCOM STATION AND FUEL PUMPS FURNISHED AND INSTALLED BY G.C. C22 1" CONDUIT FROM TSL -TANK MONITOR TO ELECTRIC CLOSET "AC" TROUGH FOR A.C. SIGNAL LINES FURNISHED AND INSTALLED BY G.C. C23 (2) 1 1/4" SPARE CONDUIT FROM DISPENSER INTERFACE AREA TO CASHIER AREA FURNISHED AND INSTALLED BY G.C. C24 (3) 1" CONDUITS TO 3" ABOVE CEILING FOR SECURITY CAMERA FED FROM J-BOX 6" A.F.F. FURNISHED AND INSTALLED BY B.S. (25 1" EMPTY CONDUIT INTERCOM STATION FOR FUEL PUMP 3M No. D20V VOICE ACTIVATED FURNISHED AND INSTALLED BY G.C. �<- C26 1" CONDUIT FROM MANAGERS ISP TO TANK MONITOR MANAGERS ISP AND UPS FURNISHED AND INSTALLED BY G.C. CC 7 3/4" CONDUIT TO OUTSIDE WALL FACING TANKS FOR -TANK OVERFLOW ALARM. REFER TO TANK AND PUMP DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS. FURNISHED AND INSTALLED BY G.C. C28 1/2" CONDUIT FROM CASHIER COUNTER UP CASHIER/OFFICE WALL FOR LOW VOLTAGE AIR CURTAIN CONTROL AND COOLER/FREEZER INDICATOR PANEL. CLIENT, BP AMOCO, USA ALLIANCE MANAGER, AGENT FOR BP: Bovis Lend Le�i1�e GlobalAlliaa-rice 200 EAST PAND -M DWE - MAC CODE WW CMA00, U FIUlS 60601 OESIGN IMV MEMBER TIME: m -- "NCY Ar PROVAI- _ I I' vlf a ild Oar r ` 9 I' t u O 1035 IRIS�,T712IVE, S.W. CONYERSI GA 30094 7M-4B3=440 • FAX 770 7 -7967 i 150 0 Pal �AoLlular Divslon -- _- _W 3 3 6 8 -MADISON-JIJB-Nos n0 SHOWN BLDG. HAND SCALE, 1/4' = 1'-0' MODEL, 4200BP905_VO5,3 NET. DATE REVISION DESCRIPTION SEAL, NAME, RONAI D L , BG+ DEN, P,E. lIC NUMBER, 19261 CONFIDENTIALITY STATEMENT. THE RECIPIENT OF -IHESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP. AND ALSO, THAT THE MATERIALS CONTAIN PRIMLEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF UP. ACCORDINGLY, TIIE RECIPIENT AGREES TO RETAIN UiESE MATERIALS IN STRICT CONFIDENCE. AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. [HE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR -]HE LIMITED PURPOSE FOR WHICH BP HAS MADE' THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO UP EITHER UPON COMPLETION OF THE INTENUEU PURPOSE OR UPON THE REUUEST OF BP. WHICHEVER COMES FIR5r. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE CSR SITE ADDRESS, ADDRESS U.S HWY 17-92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ ➢ESIGNE➢ DYI ALLIANCE Z&➢MI CHECKED BY, DP REPM, DRAWN BY, G.M. ALLIANCE PMI VERSION, V05.3 PROJECT NO, 01-09- 047 DRAWING TITLE, ELECTRICAL, CONDUIT PLAN SHEET NO, MB05 E.5.2 SHEET NED SHEET NOI 28 32 1 NEMA aft ENCLOSURE WITH DOOR CLOSED FACTORY JUINEll d Ir a V If �n.." yJ1rt>Pti�PI l -tj L� - -_-'- - 4L^ 42" ff 42.° ---- - 5- - SECTION 1 STUB UP AREA SECTION 2 STUD UP AREA SECTION 3 STUB UP AREA - (]0RT11 nr�2r:.rrr---• ] dUIT.I' SHIELD PSA-I ASSEMBLY CONTENTS PII07'0 SENSOR - WFA'LTIRRPROOF LB W/ COVER 1/2" C'ONPTECTOP. AMP, ENT J1GRE SIILELD TO 2BFVFN'1' ACCIDENTAL OROUNDLNG. CUT SAID WIRE AND SENSOR. 'PAYE BACK. �U T-"-- WFAT'F1teROOE LB - TYPICAL I/2" CONDUIT LOCA ED 18" ABOVE ROOF LIN& TYPICAL 2-WIRE SiiIF_ ,DED CABLT -SITIELD WIFE - - TU rAILS LOCATED MIC L TEA IN CPI SYSTFIVI 1) S FLECT A POSITION ON TINT ROOF '11IAT IS ERE.E ER01V1 ANY OBSTRUCTIONS. 2) STUB A 1/2" ("ONDUIT A NI[NINIUIM OF IS" AJ30VT ROOF LINE. 3) ATTA':C1ITI0EASSEMf3LYTO TIIE CONULIITUSING THE 112" CONNECTOR PROVIDED WrIU'1IIE IISA-1, 4) "10 FNSU1wI )?ROPLR UPGRATION,1111-t PIIO'T'U SENSOR NNSTE'ACE.NORTIL 5) PTILI, ,17.-W1 tE SIIIELDI O CAT3Lk IT1tOM TILE CYI SYSTEM'i'O '1TIG PSA-1 ASSEMBLY. Ti) C'ONN' CT LI F(F COLOR WTFS. IT iS LNIPORTAINT T$AT ITIE SHIELD WLRL TS CUT AND `rAP.GTD BACK ,T" J:E E SENSUR'TU PREVENT' ACCIDGNI'A:L Gi1.OUNDTNCT. Lr ACCIDRPI'1'AL GROUNDING OCCURS, '. TIE SENSOR MAY :NOT PERI'ORM P;ROPLB.LY. 7) FTTER ALL 1'ViI2ING CONNECTIONS ITAVE BEEN MAf)E, ATrA'I'Cii GASKET AND COVE RTO `VEAT E-ERPI LOOE LIB. 3) fi: S.wism I�• :ENI'OS.ED T'O A BIBIGITI LIGIi"I' SOURCE, SUCII AS PARKING LOT Li 18T A.DTUST ifmT A RI ACilI L' Li( tILI' SIIUff D 'EO.LLTvUl' "IHE ETTk'.E?CTS pE TTIIS Li(iiTl' SOURC.E. 9) C'ONNBCI' TITL OTIJ_[R ENT) OP TIIE 2-WJR.1`,S11MI L&D CABIL TO T11E T'ERNnNALS IN TIT1E,cTI SYSTEM AS SHOWN ABOVE. 10) INSET f LA'T EON IS COivLL'LETE. 1_.3 �_I� HT ' NS®R. INSTALLAAr'ION D.E'ITAIY_, EXTERIOR LIGHTING CONTROLS MPD MAINTENANCE SWITCHES SUBMERSIBLE - PUMP CONTROLS Em Im Im mi PACE FOR 800A MCB FIELD WIRING FROM CONTROLLED LOAD CONTROL CIRCUIT FROM LIGH'T'TNG CONI'RO.LL.ER INPUT DIP SWITCHES , LAa c°a c°.a c`a r'�cnn."Ic'a ��'\/`-✓\/) �` . t7 v>�cp�n CZIC1 GA GII .1 q10 Cl Gal G#CA C]I [ai 0 a r�t71 C�L`d C9Ctl Cla ' ooGaat�Cnpa a oc>7cncaCa�ac, 1/4 AiP Ca�C9 l3aG� r- w 11U LED L11 LED FUSE LE-D LED LET) L4 LED I6 LEI, LED �� a e 10 0 0 o 10 13 n❑CJL�J00L-10 AUT LINE CBCDEFGHJ 1 234 1_100 f 1) l 1) ? 1) (� C- ( C - - C) B R A Li O G B P-�E L E A L. R R R lJ K D N U G N N R 64" LOAD ( 1 2 3 4 N GND C)alaC7 C- C--) - --- __ rncTOItYWIIUD �•� UFPLY, u I 12 WHIT 4LDI ICQNDUCEOR------ W C Y P 7 Y L K 412AWG III T. TO CONTROLLED LOAD CIRCUIT .BREAKER 00 <-,I - C) 1 PRODUCT SIGNAL AND 'TO PU1vIP POWER CONTACTOR. VARIABLE U (7 - - NEUTRA.L FRr&LUISPENSER fR.E 1UFT1CY CON'I'ROLL.ER, OR SNSLART � � U fl CON` IROLLFRAS SI'EC1L1iED BY CU6T0MER NOTES:1 MPDISOLATI ONTACOTORS 1. REI,'Lli�.'i'O .E)LSP.BNSEP. TNS`rALLATION DIAGRAMS FUR TERMINATION LA:B:ELI.I'�TG. (� 3 042" - - - 42" _ - - 42' NOTES: NOTES: o 2. ALL FIELD WIlRINU TLI`MLL�TA1;5 �TUS`T'.E1C; WITZED WIT'IT A MINIMUM INS ULA'.CIOI'�I I.A'TTNU OF 60 C. P=� �+ 1. ALL DOORS HAVE, LIFT OFF IRNGLS. 2. ALL PANELBOAIRDS ARE CLEARLY LAB.ELED N`VIIH PANEL NAME; TAG. I. `CYPICA:L CONTACTORS ARE DEFINITE PURPOSE, 30 .AMPERE, � 3. WTIRIN'G IS TYI'ICAz, OF .ALL DISPENSERS. GROUND CONDUCTOR �1: AWCi MUST BE R CTN FROM � � 3 OR POLES. EACH D:[SPENSER TO TILE GKQUND I3t1R OF THE DTSPENSER/PUMP PAT�IEL. 3. ALL PANELJL30ARDS HAVE COMPUTER GENERATED CIRCUIT DIRECTORY CA:TRl75 LOCATED ADJACENT 2, LINE SIDE OF CONTACTOR IS FACTORY WIRED (#12AWCi 1�1TN,) Y� TO EACIT PANEL. �. ALL T CF,DERS TO PANELBO.ARDS LOCATED WITTTIN SYSTEM ARE FACTORY N/VIRED AS SI'ECTFIED. TO CIRCUIT BItEALSER. 4..DISPENSER PUMP PONVER(AC) AND DATA(DC) AF E TYPICALLY RUN IN SEPERAT.E CONDUITS 1- S. ALL CONTROLLED LIGHTING LOADS ARE FACTORY WIRED FROM CIRCUIT BREAKET� TO LINE SIDE OF 3. LOAD SIDE OF CONTACTOR TO BE FIELD LAMED WIT'IL HOWEVER, DISPENSER VTA[VUFACTi�IR.ER'S INSTRUCTIONS SILOULD .BE FOLLOWED. COI`N7.I'ACTOR, REFER TO DETAIL 1.1 FOR ADDITIONAL INFORMATION. 12.AWG MIN. T I LE d W Z V ' T ' , _? TEL FROM ALL 0I`.EIER 5. ALL VA_[�IAB. L kREQUENCY CON[POL.. I II _[1 U MUSIC BE RUU.IL.D SL.[TP.A_.. �C WIRING DUE TO ELECTRICAL, NOISE CREATED BY TILL; CONTROLLERS. u� 1.0 SYSTEM DETAIIIS 1®1 TYPICAL CONTACTOR DETAIL 1.2 TYPICAL DISPENSER CONTROLS DETAIL P_� JUMPFR DISTALLFD RY CPI TO F3k1rx4v1vVED JP DE VICIL LS CONNECTED TO 120 V SUPPLY TO 18OLATP D 61LOUNJJ BAR PUSMUI'rONS STTPPT-IET) BY CPT PER PROJECT RLOTJiRIB' dNJiTS OPTIONAL ENI11tOENCY S11UID01VN PUSUBUCION LOCATED ON CPI I3XTEBIOB CABINL'+T DOOR f?Iv1FP.GkNCY SHUTDOV✓NP? JSILUUTION LOCA'LPd) ON OPTIONAL CASIVIR CONMOT, PANF,I, OPTIONAL I1JI INSTAUP-D RE4,101F FNIF_RGFNC"Y SHU TTJOVA'N IT ISURITIT0IT OPTIONAL F.MI~Tt(i1;NCY RESET PUSIiP,UTTON LOCATED ON CPI EXTFBIOR CAPMMT DOOR I:NIURGENCYBESIET 11USIMUF101TLOCATFD ON OPIIONAI, CASMR CONTTt01, FALITl, OPTIONAL FIFT.D TE1TSTAIJ FLU 10:DIOTT3 EivIERGP.NC'Y nESIT ruslmuxrorr FACTOItk'WJ m_ TO DISPENSFR ISOLATION SYSTEi 1 1.4 EMERGENCY STOP/RESET DETAIL TO TYPICAL 120V Y NON-(. J]`TLTlOLLI•:D CIRCUIT 'TYPICAL PIIsLD IN5'rALLL,D BRANCH CiRCUIF WIRING TO' F C 208Y TY L � TO'IYPICAL 120Y CO O N1T2 LZL7) Cl2LCTJTF 1 CON1ItC/L7 • C -� � 1 P. EU CIRCUIT TOFANFL TOPANFL CIRCUITBREALQLS NrU1T3ALAAR I CIRCUITS FIELD WIRED TO LOAD SIDE OF CONTACTORS. NOTES: 1. CON iROL:LFD LOADS WiLT :EIAVE LINT' SIDEFACTORY IvMED TO CONTACTOR. 2. LOAD SIDE WILL BE FJFLD WIRED BY INSTALLING CONTRACTOR. 1.5 OVERH.EAD CONDUIT ENTRY DETAIL r TANK MONITOR PUMP SHUTDOWN TANK MONITOR,/L.I_NE PRE`_aSURE__ � OPTION WITH VARIABLE SPEED CONTROL (GENERIC) OPTION WITH VARIABLE SPEED CONTROL GENERIC _ --------- TO ST TRANSDUCER BLK =-- ---------- TO ST TRANSDUCER+ W WHEN F.E. PETRO 15T-VFC'S%RED JACKET 'CPrS° ARE INSTALLED BY -TO Lmo s5,1)11 loe CONTAOTOR 'sl ° L3 _ _ _ _ _ _ _ _ _ _ _ _ _ WHEN F.E. PETRO 'IST-VFG'S'/RED JACKET %F 'S' ARE i MANAGERWIRING BY -TIT LOAD SME aNr�TaW 5t" L3CARGRN® - - J SAFETY 'HHEN a LCMA "N AAWR L2 GRN - 1Ifi _ _. _ - .... _ _ BARRIER REQUIRED TO THESE 1ERMIIA S IS Br CAROL, He INC._ -_ -_ -_ - j IF - - ^ -- ^ - - p� TO THES�T(:RMLINA PNALS S BY C?Ni0 NA PRODUCTS RODUCTS INC. WITHIN THE IINC. WhCERE FER .E. ®----�1/// I CAROLINA PRODUCTS INC. OL, THE CIRCUIT C. WHERE F.E, PE1ft0 "'"°-•TO Law sloe ccNTAcmrs's,° LZ R® IIIIIIjjjjjjFFFFFF������ _., __.. __ __ _BARRIER} REQUIRED "IST-OPUS"/Iu0 JACKET-CPT°5' ARE FELO MOUNTED RED T 1ST-VFC S /RED JACKV 'CFrS ARE HELD MOUNTED ® LLL 555!!! --TO Law 510e cONr/cR7R 'st'- � L7 -TO Law sDE cGNTAcmtt 5t' L1 UY ELECTRICAL CONTRACTOR OUTSIDE OF THE CABINET UY ELECTRICAL CONIPAOTOR OUTSIDE OF THE CMINEf .. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, . WIRNG TO THESE TERMINALS IS BY ELECIRCPI CONTRACTOR. Tv MOUND- GT1p WRING TO THESE TERMINALS IS BY ELECTRICAL CONTRACTOR. TD oRDIJND {� ONO 0 M2� -----------------------i_.I M2(�. _- -- --------___.._---- -� '--- _ -------- l_-, ' _1 �_..______..._______ __________. ..______________.(� DISP ___ _ I r________..____________________________ (� DICP I OR �j, �j, O -a- TO NEUTRAL tEFeAIt4L 'N' N(HOOK M1YJ --- - ----- --- -'V 'V 'V 'U ' --w- IO NEUIRN. IF4,uNLL 'N• T�N(V:OOK-------------------'L/'CJ 'Cl 'G/ � 1D AWG M 2 3 o - �10 AWG M M M �� (i FE PETRO "IST-VFC" #1/RED JACKET "CPT" #1 FE PETRO "IST-VFC" #1/RED JACKEr "CP'f" #i WIRING SHOWN IS TYPICAL OF ALL. ; WIRING SHOWN IS TYPICAL OF ALL. `--_ (GENERIC CONNECTIONS SHOWN) r (GENERIC CONNECTIONS SHOWN) SUBMERSIBLE TURBINE #1 SUBMERSIBLE TURBINE /J1 0 i r------ - ----Jr ' TO EQU` YDIT -s J GROUND Rue FOR LiAiRIER o.TDuND. I I I I I 1 I i i I i 1 I I , i TV Eq'1:vxw-...i >- C,AUND MK FOR LAMB N ' GRDUhA I I i I I I , I I I t ; i I I U u THIS DRAWING IS THE PROPERTY OF CAROUNA PRODUCTS. INC. AND MAY NOT BE USED OR REPRODUCED V41THOUT THE WRITTEN PERMISION OF CAROUNA PRUDUCTS, INC. REVISION REVISION REVISION REVISION SEE NOTE A(';- � 'J ",F. 1 1 r r t , I - - ' i L fl'itj �_-.._..-_-L---- I ALARM NEUTRAL - -SHOWN F - I I FACTORY IN'T D JUMPERS M T D' P IN I I S ALLE EL5 US k IACEU P051TlON SHOWN FOR F.E. PETRO '15T-VFC'/ I i L___________________ I RED JACKET' "CPT" SYSTEMS - DO NOT REMOVE JUMPERS ' , , , L._________--- SEE NOTE© .- SEE NOIFn FROM OM -EX MODULE BELOW FAC70(t1' INSTALLED EO N LL "REMOTE OFF" JUMPERS , I I 1 1 UL _ _ _ _ _.JJ'A. _ _ _ _ _ _ f.--_ _._--..-a ' _. .-Ex MODULE -- - -- °D FACwRTO12rNALARMUEVICE--4-� L__ L_____J, �. J FROh1 Dl.1-------,a-------- i L._...-..-----------__�VI�. RFAuHJRY11NSTALLEG ; r rJF(" JUMPERSC I � .J I I r------• , FA.OTCTiY INSTALLEp JUMPERS MU'iF H_ PLACE IN � p/ _ _ _ _ _ _ _ �,\,- _ -, .� J SEE NOT , , ' , POSITION T*:,rHONN FOR -- NUTTRO EMOVE ----------- F ------- r•-- , RIUJ JACKET CPI" ST3IEM5 - DO NUT REMOVE JWdPERS I I I ! Tltes3 priD LAC?Ofl97fCURSt'UCiIURCUdUJ31t:1i7dh0Y02D'lfiCfl, i 1il0Yi: J•�TO a I I1,Ifo,va#J1 Of Floors Ay ' n 6 At s Comply A?.) the FI - -•---- -- - i`la. i 6if)VAL Ada Matlufaclured v.. - - - � _ 1 Fire Patli1 i E i. ;'Dail: j of _____..... ____ @ E)�_2304 - -- - -- - - i �- -- - f�fovr Locl i - � � � go aRN;�,ora! a1"�Fl�sl(l[�l(�l �l(1�s1�1�EI(�lE ��t:l� why�nnnnnn A A A M M M M M nnnnnnnnnnnlnf�;��11��1�'�I F-T r-L i k 1 ? .. t i A A f L. E E E F ( I• TO DISPENSER/PUMP CONTROLS LOCATED TO DISPENSER/PUMP CONTROLS LOCATED IN CAROLING PRODUCTS INC. ENCLOSURE IN CAROLINA PRODUCTS INC. ENCLOSURE �J IlOTFq; u I 1Q- WHEN INDIVIDUAL SHUTDOWN OF DISPENSERS 1HRU THE TANK MONITOR IS REQUIRED REMOVE THE FACTORY 1�-� WHEN INDMDUAI. St{UPJOWN OF DISPENSERS THHU THE TANK MONITOR IS REQUIRED REMOVE THE FACTORY INSTALLED °REMOTE OFF' JUMPERS FROM THE DM -EX MODULES, CONNECT THESE TERMINALS TU RELAY OUTPUT INSTALLED 'REMOTE OFF" JUMPERS FROM THE OM -EX MODULES. CONNECT THE5E TERMINALS TO RELAY OUTPUT MODULE AS SHOWN, THIS WILL ALLOW THE TANK MONITOR ILI SHUTDOWN ANY DISPENSER THROUGH THE RELAY MODULE AS SHOWN. THIS WILL ALLOW THE TANK MONITOR TO SHUTDOWN R DISPENSER THROUGH THE RELAY OUTPUT MODULE. 2�- REFER TO TANK MONITOR MANUAL FOR ALL WIRING CONNECTIONS AND OTHER SPECIFICATIONS OUTPUT MODULE. n2 - REFER TO TANK MONITOR MANUAL FOR ALL WIRING CONNECTIONS AND OTHER SPECIFICATIONS REQUIRED BY MANUFACTURER. 3�- ThE TANK. MONITOR IS TYPICALLY MOUNTED OUTSIUE THE CAROLINA PRODUCTS INC. ENCLOSURE ON AN ADJACENT WALL REQUIRED BY MANUFACTURER. Q- THE TANK MUNHUR IS I TYPICALLY MOUNTED OUTSIDE THE CAROLINA PRODUCTS INC. ENCLOSURE ON AN ADJACENT WALL. J 4�- THE TANK MONITOR SHOWN IS FOR A TYPICAL 'PUMP SHUTDOWN" RELAY BOARD ONLY. FOR 'LINE PRESSURE' A- THE TANK MONITOR SHOWN IS FOR A TYPICAL `LINE PRESSURE" CONTROLLER ONLY. FOR "PUMP SHUTDOWN, SYSTEMS SEE OTHER DETAIL SYSTEMS SEE OTHER DETAIL.1 A- THIS DETAIL IS TO ILLUSITLVE WIRING OF (1) F.F. PESO 'IST-VFC./REU JACKET "CPT- SYSTEM. Q- THIS DETAIL IS TO ILLUSIRAVE WIRING OF (1) F.E. PETRO 'IST-VFC'/RED JACKET 'CPT' SYSTEM. 0 �- THE TERMINAL SrRIP SHOWN IS FOR THE STANDARD DM -EX DESIGN. THE STANDARD DM -EX DbIGN MAY A- THE IERMINAL STRIP SHOWN IS FOR THE STANDARD DM -EX DESIGN. THE STANDARD OM -EX DESIGN MAY V) BE CUSTOMIZED FOR AUDHUNAL PUMP UEVICES, THERE BY ALTERING THE STANDARD DESIGN SHOWN. PLEAa"E BE CUSIOMIZED FOR ADDITIONAL PUMP DEVICES, 'THERE BY ALTERING THE STANDARD DESIGN SHOWN. PLEASE W LJ__I REFER TO ALL INFORMATION '10 DETERMINE THE NUMBER OF DEVICES FOR EACH JOB LOCATION. REFER TO All. INFORMATION TO DETERMINE THE NUMBER OF DEVICES FOR EACH JOB LOCATION. 1 1 1 PUMP STATUS f FUEL SHUTDOWN STANDARD WIRING DETAIL �! n STANDARD AUDITIONAl_ 0 LJ I!� If- I/' {F--1��If 1///\I I1�\I LA} I DEVICE (OPTIONAL 1 I O 1 V / \ L D L Y I V E �) - _ � REMOTE MOUNTED ,---, REMOTE MOUNTEO r--, FUEL SHUTDOWN I FUEL SHUTDOWN SWITCH 1 SWITCH. ' I 1 OR CASHIER CONTROL CENTER I ` TO FUEL RESET ; ��-�j N/c NOMUvrNIY ; j----J N/C MOMENTARY , , �-j N/0 MOMENTARY LOCATED I L_-L ._-j �_ W IF USED I r / IN THE CASHIER CONTROL NOTES: CENTER PANEL (IF VSEO). ' �) ' � ADDITIONAL 1 - THE FRONT OF EACH CAROLINA PRODUCiS INC. CABINET HAS I SWITCH r_ �TVTA.........................J I Ib )FUEL SHUTDOWN I r--J , "PUMP RUN STATUS" PILOT LIGHTS, AN EMERGENCY SHUTDOWN �� Li STANDARD REMOTE FUEL SHUTDOWN SWITCH 0 0 FUEL SHUTDOWN 0 U CASHIER CONTROL CENTER O N0. SNIlIIXJhN G:t WA;FI Q �, coo ruE.r§ �rw olxle, 0 UCNIING FJiVASS _ _ FU'J. RESET :lSY1E DEVICE @ 0 ---- TO OPIONAL DEVICE 5VlIT( H, AND A RESET SWITCH. 1 I f�{ i rF--f- L-------- JT I n�F-.1rAPlE I rkN 1vUV) UFJ IrIU4c; M oMXNA N reu OAS. f 2. - THE FUEL SHUTDOWN FUNCTION DISCONNECTS POWER TO ALL PUMP$ 1 !j AND ALL DISPENSERS. (BOTH HOT AND NEUTRAL CONDUCTORS). 1 V) L------------- II \' 3 - ADDITIONAL REMOrE 3HUTDOWN5 ARE AVAILABLE (I.E. OUTDOOR AND � < - 0 N nLEIwL t/spr�P o CASHIER LOCATIONS). N M R M M N 4- FUEL SHUTDOWN CONTACTORS FURNISHED & INSTALLED BY CAROLINA M Z u �-- L -_ OPT] DEACE SWITCH PRODUCTS INC. (I,E DOOR STRIKE) 5 - ALL FIELD WIRING TERMINALS MUST BE WIRED WITH A MINIMUM CPI PROJECT # INSULATION RATING OF 60'C IF CIRCUIT IS RATED LESS THAN 100 1 3A TO MENS ROOM TO WOMENS ROOM URWASH EIREAKER AMPS OR A MINIMUM INSULATION RATING OF 75T IF CIRCUIT IS _ LIChIT SWITCH LIGHT SWI'rGH TERMINALS COCATEDWITH st;uNr 11P MODULE RATED OVER 100 AMPS. FIELD WIRING INDICATED BY A DASHED LINE. CPI DRAWING # m o LM-SC CONIY,OLS. C' RR 4 6 -• MAIN AND BRANCH CIRCUITS PROTECTED BY OTHERS. �o I 7 - PROVIDE A 8 1/4" WIDE BY 6 1/4" HIGH HOLE FOR FLUSH ' OPTIONAL DEVICE UnCH DETA� L.. r-J L-•T r-� L-� , 1 1 TYPICALLY A MOMENTARY MOUNTING APPLICATION. SHEET: PUSH BUTTON. Y 1 (I.E. CARWASH) GSHIER MIMIC ROX UINLMUNI- D" M 9° h J' ''- REFER RUS11 MOUNT FACE HAIE UINENS Wt 8 1/4' rt 7 1/4' TO NOFE / I / , L _ .� _ J I yyy��Y�-- , I I I L _ .0 _ .1 DA I E: U t) / U ] / (� 3 FOR MOUNTING HOLE DIMENSIONS �' MENSPILOT ROOM PILOT ucHr FOR ua1mNC WOMONS BOON REMOTE BYPI SNITCH REMOTE NLDr uGL1r �- DRAWN BY: j cLIEN n brk 13P AM=, USA ALLIANCE MANAGER, AGENT FOR I3P, INur�1 ovi Lend Leese G1®ba1A-ll icance WO EA 9 RMCOLPH M - MA-1 CCM 6W0 a-WAOO, UUM 60801 0,"57GN IE4M MFMfiFR ///LE: m "IHE 3riBl)L OF WNJT'P MADI 1035 IRIS DRIVE, S.W. • CONYER"a, CA J0094 770 483-1401 " FAX TIO 755-7967 MADISON JOB No. V V 30368 BLDG. HAND SHOWN SCALE, N.T.S. MODEL, 420OBP9U5_V05.3 1,10, DATE REVISION DESCRIPTION A SEAL I IF / A �71 f, 'RL S RO l'• LBLE' T , , A EI N TJ L_ G ALN�EE C I 19?61 INFiDENTI&ITY ST6TEMEUI, E RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT YRIGHT IN THE MATERIALS IS OWNED BY BP, AND SO, -THAT THE MATERIALS CONTAIN PRMLEUGEO AND IYFl �UENTIAL BUSINESS INFORMATION OF UP. C(.'OROINGLY, THE RECIPIENT AGREES TO RETAIN THESE ATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO 15CL05'E THESE' MATERIALS 10 ANY OTHER PARTY AND RTHER AGREES NOT TO MAKE COPIES OF THE ATERIALS. THE RECIPIENT AGREES TO USE THE ATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH P HA. MADE THEN.ATERIALS AVAILABLE, AND RRCLPIENT VTtEES TU RETRALL MAIERIALS TO UP EITHER UPON PINION OF THE INTENDED PURPOSE OR UPON THE EgUESr OF UP, WHICHEVER COMES FIRST, DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE OSn SITE ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCC ZY.DMI CHECKED BY, ----- DP REPMI DRAVN BY: GA ALLIANCE PMI _ VERSIIOOVERSION�yV05..3 PROJECT NOI _ 0 !-09-4/4 DRAWING TITLE, C.P.I. PANELS AND WIRING DETAIL SHEET ND MB05 IF E. u SHEET NOI SHEET NUI 29 32 n n n n PANEL "K1" - BOX ONE LOCATION :ELECTRICAL CLOSET BRANCHES :AS NOTED TYPE : SQUARE T' INTERIOR 'HAFT SU8FEED LUGS BUSSING : 400 AMP SERVICE :120-208V/34/60/4 PARE FEED ;BOTTOM MAIN : 400 AMP MAIN LUG ONLY MUUN HNG : SURFACE SERVICE LUAU AWG CKT - 60/3 A B C 6U ,S L CKT AWG LOAD SFRKE SPACE --- --- 1 2 6 5160 (3) CONVFCTION OVEN 5750 (3) 6 3 4 6 5160 (J) CONVECTION OVEN 5760 (3) 6 5 6 0 5700 (3) 20/2 20 1 5760 (3 6 7 8 - 10 10 t0 TIM (3) 312 (3) FREEZER POOR AND FRAME HEATERS 2 DOORS REFRIGERATED MERCHANDISER UNIT REFRKSRAIED DAIRY MRCHANDiSER 312 (3) 10 9 20 2 312 3 10 11 12 10 312 (3) 20/1 MICROWAVE LIVEN 1560 (3) 10 13 20/2 14 10 480 (3) 2T SANDWICH UNIT 20 1 25 1 20 1 2U 2 1560 (3) 10 15 16 --- --- STARE BREAM S10ER 540 3) 10 17 20/1 18 10 1960 3 MIGHTY MELT TOASTER BAKERY MERCHANDISER 300 (1) 10 19 20/1 29/2 I 20 10 1728 (3) WARMING BOX iOASIER 164J 0) 10 21 22 10 1653 (3) STEAMER _ 40 3 L- 1643 (3) 10 23 ZD/1 L 40%L 24 IO 165E (3) N 1 CONTROL CIRCUIT 1600 (J) 10 25 26 8 345N (3) SOUP REiHERMPll1ER ONE DOOR PROOFER/RITARUER 286E 3 8 27 26 d 3456 (J) L 20/Z - 20 1 2860 (3) 8 29 30 8 3456 (3) PROCTER CONDENSER IWO (3) lU $1 12 10 1212 (3) COUL R DOOR AND FRAME HFAIURS (5 CUBITS + WARS) 1040 (3) 1U 33 34 1q 1692 (3) I1�TED MENl71ANG51NG UNIT L 20/1 L 70 33 'LU 1 1U 1 _36 20L CONVENIENCE REGLPTAItE IbRGAl ON G(NliRO 540 2 tO 35 10 1871 (J) GOIXTR OUOR AND FRAME HEATERS 5 F J DOORS) 6000 (3) 4 37 38 -- IL,_ 526 (J) FOOD SERVICE EJOIAUST FAN No. 3 RATER HEATER No. 1 20 1 600E (3) 4 39 40 tU 540 (J) CONVENIENCE RECEPTACLES (NOTE 3) 42 10 540 (J 48' REFRIGERATED 1A AKTABLE 6090 3 4 41 2U 1 PANEL 'K2." - BOX TWO SERVICE LOAD AWG CKT A B C CKF AWG LOAD SERVICE DUAL SOFT NEAT BREWR JO% (3) B 1 40/2 L 30 2 2 10 2.496 (3) CAPPUCCINO MACHNE JUU6 (3) 0 3 _ -� -� 4 10 2496 (3) DUAL SOFT HEAT BREW R 3006 (3) 8 5 40/2 20 1 6 10 1765 (3) HOT WATER DISEENSR2 _ 3006 (3) 8 % �- 20/1 8 10 1440 (3) (15) SINGES SOFT HEAT STAND - FOUNTAN ICE MAKER 2700 (3) 10 9 Jo 20L 10 --- --- SPARE - _ FOUNTAIN ICE MAKER / AUCS. 168 (3) 10 11 20/1 _. _ 20 1 12 10 1224 (3) ICE CREAN MERCHANDISER FOUNTAIN DISPENSER INTERIOR CARBONATUR 1296 (3) 10 13 PLO/1 L LU 1 14 10 1094 (3) 19AND SUUP STATION -10 FOUNTAIN DISPENSER / INTERIOR CARBONATOR 1296 � 15 20/1 �_ - -f 20 1 16 10 1094 (3) ISLAND SOUP STATION INTERCOM 4w (2) 10 17 20 1 l 20/1 19 TO 1212 (3) 19A74D SOUP STATION SPARE --- --- 19 20 1 �- 1 4U 2 20 8 4151) (2 INSTANTANEOUS WATER IIEAIER (WOMFRS ILISTROOM) REACH -IN REFRIGERARR 1595 (3) 10 21 20 1 22 8 4150 (2) COMMENCE RECEPTAIIE / ISLE MERCHANDISN 1344 (2) 10 23 20 1 15 1 24 12 516 (4) AR CURTAIN AiM MACHINE 3w (2) 10 25 20/1 JO/l 26 10 MOO (2) PANEL'C' SUOFEED REFRIGERATED MAKE-UP TABLE 1260 0) 10 27 20 1 20 1 28 --- --- SPARE WN810iC (RAYS 1000 (3) 10 29 2U/I 20 1 30 10 1200 Z AUTOMATIC ELECTRIC DOOR WALK-IN FREEZER CONDENSER & EVAPORATOR 2520 (3) 10 31 15/J 25 3 32 10 2520 J) REACH -IN FREER CONDENSER & EVAPORATOR 2520 (3) IL, 33 34 10 2520 (3 _ 2520 (3) 10 35 38 10 2520 J WALK-IN COOLER CONDENSER & EVAPORATORS 3480 (3) 10 37 30/3 m 3 38 10 346E (J) WALK-IN COOLER CONDENSER & EVAPORATORS J480 (3) t0 J9 L_ _ .._.._f L_ 40 10 3480 (3 318D 3) 10 41 42 10 3480 J CONNECTS] LOAD /A = 60.858 ktatlw CONN. LOAN (NWj D iAt TOR (PELLNNLGGi OE ) W (NWT Nom ; LID = 62.188kwaiis IGHTING 00.30 1,25 00,30 1) ALL CIRCUIT BREAKERS ANU LOAD CENTERS SHALL /C = 57.042kwatW ECEPFACTE / OTHER 13.88 Too 13.88 BE RATED FOR A MAXIMUM INTEfMFvnNG CAPACITY TUTAL CONNECIED LUAU = 180.060kwatls EQUIPMENT 165.39 0.65 107.50 FOR 24000 A.I.C, SERIES RATING MAY IE USED, IINIER. H.Y.AC. 00.52 1.00 00.52 PROVIDE APPROPRIATE LABEUNG OF LOAD CENTERS CUNT. MOTOR N/A 1,25 N/A INDICATING CAPACITY OF SYSTEM. MOTOR N/A 085 N/A 2) LOAD CENTER AND BREAKERS BY SQUARE '0' 3) OREAKER TO BE INSTALLED WITT SQUARED' LOB( -OFF TOTAL DEMAND LOAD = 122.26 kw / 208 / 1.73 = 340 AMPS HANDLES. PANEL 'L' LOCATION :ELECTiICAL CLOSET BRANCHES :AS NOTED TYPE : SQUARE T' BUSSING :225 AMP SERVICE :120-2C8V/30/60/4 WiRE FEED :BOTTOM MAIN : 225 AMP I(AINN LUG ONLY MOUNTING : SURFACE SERVICE LOAD AWG CKT A B C CKT AWG LOAD SERVICE UGHTING - SALES 1590 1) 10 i 20/1 20P 2 10 1440 (1) LIGHTING - SALES LIG111NG - SALES 1224 (1) t0 3 ZO/1 20/1 ¢ 10 1080 (1) LIGHTING - RESTROOM OFFICE HALL ALERT LIGHTING - COOLER CELING & ALI TRIM UCHIS 043 (1) 10 5 20/1 20/1 6 10 040 (1) LIGHTING - BACKIRWOM DUil1NG - COOLER UOORS 1202 1 10 2D/t 20/1 8 10 173 1) LIGHTING - COFFEE AREA LIGHTING - EMER00 1192 1 10 9 20 1 20P 0 10 750 (1) AWNING LIGHTING - RIGHT UCIIiNG - FOUNTAIN ' SALES 1J15 (1 10 11 20 1 2op 12 10 750 (1) AWNING LIGHTING - LEFT UGHiNG - EXTERIOR 216 (1) 10 13 7D/1 ZD 14 --- --- SPARE UGHPNG - QSR TRACK 1500 (1) 10 15 20/1 20 16 10 IW O (1) UGHING - BUILDING SIGNS NOTE 3 COOLER WALL WASH 1111115 558 (1) 10 -1 _7 20 1 20/1 18 t0 1000 (1) UGHiTNG - BUILDING SIGNS NOTE 3 UGHIING - BUILDING 9 ONNECT' SIGN 1920 (1) 10 19 20/I 20 20 10 1000 (1) LIGHTING - BUILDING SIGNS NOTE 3 TICKING - TM 'HO.OS SIGN (NOTE 3) 1920 (1) 10 21 20 1 20P 42 10 750 (1 LIGHTING - AWNING UURTING - BUILDING SUN (NOTE 3 1P00 (1) 10 23 20 1 ZO 1 24 10 509 1) LIGHTING - LE.D. BULLING LIGHiING - LEG. CAMPY 5w (1) 10 25 20/1 20/1 26 t0 1920 (1 C.P.I. LIGHTING CONTROL LIGHTING - LED. CANIPY 500 (1) 10 27 20/1 20/1 28 10 1920 (1) UGHTING - I.D. STREET SIGN UGHTNG - LED. CAMPY 500 1) 10 2g 20/1 20 30 1O 1920 1 UGHTING - ED. STREET 59 SPARE --- --- 31 20/1 30/2 32 8 2200 (1) PARKING LOT LIGHTING SPARE --- -- 33 2q/1 34 a 2200 1 CA OPY IITCHENG 16DO (1) 10 35 30/2 30/2 36 8 TOM 1 PARKING LOT UGHTING 1600 (i) 10 37 38 B 1650 i CANUPY LIGHTING 1600 (1) 10 39 JO/2 30 2 40 8 1650 1 PARKING TAT LICIONG 1600 (1 10 41 42 8 1650 (1) CONNECTED LOAD IA = 15.413 kwab IILM CONN, LOAD (KM DEMMD FAt TQR (PER NEC) DEMAND lDAO (KW) AB = 17.H4 kwatta 1) LIGHTING 48.43 1,25 60.54 t) ALL CIRCUIT UREAKER5 AND LUAU GARTERS SHALL IC = 11-111 kwatls 2 REIEPTAU / OTHER N/A 1.00 N/A BE RATED FOR A MAXIMUM INTERRUPTING CAPACITY TOTAL CONNECTED LOAD - 4IT433kxOtLt 3 KITCHEN EQUIPMENT N/A N/A N/A FOR 22,000 A.I.C., SERIES RATING MAY BE USED, 4 H.VA.C, NIA 1.00 N/A PROVIDE APPROPRIATE LABELING OF LOAD CENTERS 5 CONT. MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. 6 INTER MOTOR N/A 0.85 N/A 2 LOAD CENTER AND BREAKERS BY SQUARE 'D' 3 BREAKER TO BE INSTALLED WITH SQUARED' LOCK -OFF TOTAL DEMAND LOAD - 60.54 kw / 208 / 1.73 = 169 AMPS HANDLES PANEL '9 LOCATION :FLECIHICAL CLOSET BRANCHES :AS NOTED TYPE : SQUARE T' BUSSING :225 AMP SERVICE :120-205V/30/60/4 WiRE FEED : BOTTOM MAIN : 225 AMP MAINN LUG ONLY MOUNTING : SURFACE SERVICE LOAD AWG CKT A B C CKT AWG LOAD SERVICE 695E 4 6 1 60/3 60 3 2 6 6950 4 HVAC UNIT No. 1 (ELE( RUC) 6900 (4 6 3 4 6 6960 (4) HVAC UNIT No. 2 (ELECTRIC) 6960 4) 6 5 6 6 6960 4 _ ICE MAKER CONDENSER 998 (3) 10 7 20/2 20/I 8 10 600 (2) LOTTERY MAUK 998 (3) 10 9 20A 10 --- --- SPARE WALK-IN FREEZER DIX31 & FREEZER HEAT TAPE 160 (3) 10 11 20/(Yl 20 12 10 1260 (2) CONVENIENCE RECEPTACLE / RECEIPT PRINTER SELF REGULATING HEAT TAPE - ROOF 960 2 10 13 20/CFI 20/1 14 10 6D0 (2) CC1Y RECORDER /MONITOR (NOTE 3) SELF REGULATING LIST CAPE - ROOF 96U (2) 10 15 20/CET 20/1 16 10 1500 (2) SECURITY CAMERAS NOTE 3 ROOF TOP RECEPTACLE. 540 (2) 10 17 10/GR 20P 18 10 760 (2 CONVENIENCE RECEPTACLE - PRINTER 1008 (3) 12 19 15/3 15 20 12 1Q08 3 REFIU RAIED MENCHNIONSR CONDENSER 1008 (3) 12 21 22 12 1008 (3) REFRIGERATED MERCHANDISER CONDERSER 1006 (3) 12 23 24 12 100e (3) ICE MAKER CONDENSER 720 3) 10 25 LU/1 26 -- --- SPACE SUBMERSIBLE PUMP 1664 (6 10 27 20/2 28 --- --- SPACE 1664 (0) 10 29 20/2 30 10 I664 (6) SUBMERSIBLE PUMP RIDMERSBtE PUMP 1664 (6) 10 31 20/2 32 10 1664 (6) 1864 (6) 10 33 p/2 34 1U 1664 (0) SUDMERSIULE PUMP SPACE --- - 35 36 10 1664 (6) SPACE --- --- 37 38 --- --- SPACE SPACE --- - 39 20/1 40 10 360 (2) SATELLITE DE-ICER SPACE _ --- --- 41 20A 42 t0 180 (2) HVAC INTERLOCK CONTROL CONNECTED LOAD MA = 23A42knUs IEJ E CONN. LOAD DEMAND FACM (PER NECK DEMAND IAAD QW NOTES: AU = 24.140 kwatls 1 aGHTND NIA 1.25 N/A 1) ALL CIRCUIT BREAKERS AND LOAD CENTERS SHALL ZLI /C = 24.448 2 fECEPTAGE / OTHER 07.92 1.01 07.92 DE RATED FOR A MAXMUM INTERRRUPTINC CAPACITY TOTAL CONNECTED LOAD = 72.536 kwoUs IOTC1iEN EQUIPMENT 09.54 R70 CUM FOR 22,000 M.C. SERIES RATING MAY BE USED, H.I C. 41.76 1.00 41J6 PROVIDE APPROPRIATE LABELING OF LOAD CENTERS 1141 5 CIXNT, MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. '0' 6 INTER MOTOR 13.31 am 11.32 2 LOAD CENTER AND BREAKERS BY SQUARE 33 BREMER TO BE INSTALLED WEH SQUARE '0' LOCK -OFF TOTAL DEMAND LOAD = 67.68 kw / 208 / 1.73 = 189 AMPS PANEL G. LOCATION : ELECTIICAL CLOSET BRANCHES : AS NOTED TYPE : SQUARE T' BUSSING : 225 AMP SERVICE :120-24OV/10/60/3 WIRE FEED : BOTTOM MAIN :225 AMP MAIN LUG ONLY MOUNTING : SURFACE SERVICE LOAD AWG CKT A 8 20/SIN CKT AWG LOAD SERVICE SPACE --- --- 1 2 10 960 (6 DISPENSER POWER (SWITCHED NEUTRAL) _ UiTENk`R POWER i --- 10 3 4 10 --- 960 (6) 10 5 6 ID 960 (6) DISPENSER POWER SVATCHED NEUTRAL) (SMTCHEO NEUTRAL) 20/SIN I 120/SN 120/SN DISPENSER POWER --- 10 7 I 8 10 --- SWITCHED NEUTRAL 960 6 10 9 2D/SIN 10 10 960 6 DISPENSER POWER (SWITCHED NEUTRAL) DISPENSER PUWER --- 10 11 12 10 --- (SWIR;HEO NEUTRAL 960 8 10 13 20 SN I 120/SN 14 10 980 B DISPERSER POWER (SWITCHED NEUTRAL) 0ISPENSER POWER --- 10 15 16 10 --- SWITCHED NEUTRAL 960 (6) 10 i 20/SNIT �- 120/SN 1� 18 10 960 (0) DISPENSER POWER (SWITCHED NEUTRAL) OLSTNSER POWER --- 10 19 20 10 --- (5W9TCHED NEUTRAL) 960 (5) ID 21 20/SNIT ZO/2 22 10 1920 (0) AIR COMPRESSOR UI PEN ER POWER (DIEEL) --- 10 23 2¢ 10 1920 (6) DUD (6) 10 25 II 'LU/SIN 26 --- --- SPARE (SWITCHED NEUTRAL) 1 PLO/l 70/1 VACUUM 1920 (6) 10 27 20/2 28 --- --- STARE 20/1 i i-- 1920 6) 10 29 30 --- --- SPARE SPARE --- --- 31 20/1 iV 32 - --- - SPACE TACE --- --- 33 34 --- --- STACL SPACE --- -- 35 36 --- --- SPACE SPACE --- -- 37 38 --- --- SPACE S ACE --- -- 39 40 --- -- SPACE SPACE -- --- 41 �L 42 --- --- aPACE _ CONNECTED LOAD /A 14.400 kw<alts ITEM N. 0 G3Wj I&MMO FAGtW.(t&Nfcj p14MLW& (�j VjjE 713 = 03.64U kwolta 1 UCHTING N/A 1.25 N/A 1) ALL GRCUIF UREAKERS AND LUAU CENTERS SIALL SIC = NIA kwolla 2 RECEPTACLE / ORDER N/A Lou N/A DE RATED FOR A MAXIMUM INTERRUPTING CAPACITY TOTAL CONNECTED LOAD = 18.240 kwatts 3 MTGIFN EQUIPMENT N/A N/A N/A FOR 22,GtJU ALC., GENIES RAVING MAY fE USED, 4 HAA.G. N/A LW N/A PROVIDE APNROPHIAIE LABELING OF LOAD CENTERS 5 CONT. MOTOR N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. 6 INTER MOTOR 18.14 U65 1550 2) LOAD WIER AN) BREAkENS BY SQUARE 'U' TOTAL DEMAND LOAD = 15.50 kw / 2C8 = 75 AMPS PANEL "C' LOCATION :ELECTRICAL CLOSET BRANCHES :AS NOTED TYPE : SQUARE '0' BUSSING :125 AMP SERVICE :120V/111/60/4 WiRE FEED : BOTTOM MAIN :125 AMpP MAIN LUG ONLY MOUNTING : SURFACE SERVICE LOAD AWG CKT A A 20/1 I 20/1 2U1 20 1 CKT AWG LOAD SERVICE POS A - FRONf YOUR IN 10 150 2 10 1 L 10 150 (2) SAiETH E INTERFACE tic) POSE B - FRONT COMBER (10) 150 2 10 3 4 10 150 (2 DISPENSER EQUIPMENT (IG) PANEL 'HDP' LOCATION : ELECTRICAL CLOSET BRANCHES : AS NOTED TYPE : SQUARE '0' BUSSING :12CO AMP SERVICE :120-'208V 30/60/4 W1HE FEED :TOP MAIN :800 AMP MAIN LUG ONLY MOUNTING : SURFACE SERVICE LOAD CKT A B C CKT AWG LOAD SERVICE PANLL'Ki/K27 SUIT-FrFU BREAKER lium 1 2 - --- SPACE (1) = MO (2) = iJW4 (3)=165JB8 62168 3 ��l 4 - ---SPACE (4) = 516 (5) = 0 (6) = 0 57042 LAWG 5 6 --- --- SPACE PANEL'1. SUB-Fi:T.D UREAKER 15413 7 225/3 8 25U kml 23342 PANEL. "E7 SUB -FEED BREMEN (1) = 4IH33 (2) = 0 N = 0 17M 910 IP 150 knRl 24746 0) = 0 (2) = 792U (3) = 9544 (4) = 0 (5) - 0 (6) = D 15726 11 12 190 ktmil Z4446 (4) = 41760 (5) = 0 (6) = IJ312 PANEL 'C' SUB -FEED BREAKER 14400 6) 2 13 1CK1/3 14 2 --- 3W (6) 2 15 16 2 --- TM (OPTIONAL) - --- --- 17 18 2 -- CONNECTED LOAD IA = 152.413kwatte I� LOAD (I(tfl. DEMAND FACTOR (PER NEC) DEMAND LOAD I% OB = 146.468kwalts 1 UGIRNC 46.73 L25 60.92 1)) ALL CIRCUIT BREAKERS AND PANFIBCMRDS SMALL IC = 135816kwotts 2 RECEPTACLE / OTHER 21.80 1.00 21.80 8E RATED FOR A MAIUMUN INTERRUPTING CAPACITY TOTAL CONNECTED LOAD = 4J4.377kwottu KITCHEN EQUIPMENT 174.03 0.65 113.71 FOR 22,000 A.M. SERIES RATING MAY BE USED, 4 HN.A.C. 4128 1.00 42.28 PROVIDE APPROPRIATE LABELING OF PANEEUTOMDS 5 CONT. MOTOR 141 N/A 1.25 N/A INDICATING CAPACITY OF SYSTEM. 2) PAN LBOARD AND BREAKERS BY SQUARE 'D' LJUIAL 6 INiER. MOTOR 31.55 0.85 26.82 DEMAND LOAD = 265_53 kw /GLIB / 1.73 = 738 AMPS + 321 AMPS (CM = 1059 AMPS BUILDING SERVICE TYPE MAX. DISTANCE SIZE OF CONDUCTOR SIZE OF CONDUIT NUMBER OF SETS 738 AMP - ELECTRIC BUILDING 358 ft 700 kcmil 4"0 2 738 AMP - ELECTRIC BUILDING 384 ft 750 kcmil 4"0 2 738 AMP - ELECTRIC BUILDING 408 it 600 kcmil 4"0 2 NOTE : CALCULATIONS BASED ON COATED COPPER WIRE AT 75' C. RISE. DEFROST HEATER GDNTACTgR O BlAl1(/Y0.LOW 1 3 PURPLE ® n x O a CGIPRESSOR G1 CONTACTOR SUPPLED 11 T2 1J WHH A, It A CONDENSER U 15 AMP FUSES ) 15 AN? FN 5 Nb O 15 AMP FUSES L-UME CLOCK I1 �......., ,= 5f wx mcvvr--'� A` To • NUMUERS MUST MATCH IXINUEHSER Iwl CCC R N LSv FAN a CIRCUIT NUMBER 206 v%T t L OFF d T-ST T N (1) PUS C - FRONT COUNiER GIG) 150 111 10 5 20/1 - 10I1 6 10 150 (2) MONITOR EQUIPMENT CIO) RED o COMPLETER SYSTEM - (FFlCE (HC) 150 (2) 10 % 20/1 2p 1 6 10 150 (2) AUTOBAHN (PBS B) (IC 71 FllfUlE KDS( ({C) 150 (2) 10 9 20 1 1_ - �L20 1 l0 10 150 (2) iMPHONE BOARD - (10 o SANUWIGH MAKER MINI' OR IG) 15U (2) 10 11 20/1 L - 20 1 12 --- --- SPARE Nt H2 N K Fi F2 Ht H2 N X n F2 a TOUGH SCREEN MC NITO I (10) 150 (2) 10 13 20/1 20/1 14 --- --- SPARE • o SPARE --- - 15 20/1 20/1 16 -- --- SPARE _ _ _ STARE --- - 17 20/1 20/1 18 --- --- SPARE FAN (Ikl 3 FAN COL SPARSE --- - to 20/1 20/1 20 10 1 CONNECTED LUAU AA = 1.600 kxatls �( _(Jj1'Q DEMAND FACTOR (PER NEC) pEMAND LOAD (NWT NOTES : 1 FAN FAR N AB = N/A kwafis 1 LIGHTING �I N A 1.25 N/A 1) ALL CIRCUIT BREAKERS AND LOAD CENTERS SHALL IC - N/A kwatls 2) RECEPTACLE / OTHER 01.80 1.00 01.00 BE RAID FOR A MAXIMUM INTERRUPTING CAPACITY DEFROSTTEIikIRNTION Fµ �Y TOTAL CONNECTED LOAD - 1.800 kntls 3) KITCHEN EQUIPMENT N/A N/A N/A FOR 22,UD0 A.I.C., SERIFS RATING MAY BE USED, FAN Fµ nail 4 H.VJIC. N/A 1.DO N/A PROVIDE APPROPRIATE LABELING OF LOAD CENTERS 5 CONT. MOTOR N/A 1.23 N/A INDICATING CAPACITY OF SYSTEM. aU INTER MOTOR N/A OL65 NIA 2) LOAD CENTER AND BREAKERS BY SQUARE '0' FAN FAN TOTAL DEMAND LOAD = OIALI kw / 120 = 15 AMPS C - TD CHECK WIRING DIAGRAM IN UNIT FOR MANUFACTURER REVISIONS COOLER WIRING DIAGRAM REMOVE I & N FROM TIME CLOCK AND WARE IHRU DISCONNECT IN r�n.La SCALE X 2 FOR FABRICATION 1 E,6.0 00 2-SETS OF 4/0 CU THWN IN 2 1/2" CONDUIT PANEL "K1 / K2" III 'MDP" 2-SETS OF h/0 CU 40OA/3P it PANEL 80OA/3P 4 -# 250 CU THWN THWN IN 2 1/2" CONDUIT BREAKER PANEL "L" 4 -# 250 CU MAIN LUGS ONLY 225A/3p THWN IN MAX. SIX (6) SWITCHES 3 -{� 10 CU TFIWN- BREAKER 2 1/'2" R.M.C. PANEL "E" IN 1/2" R.M.C. 225A/3P 2TY-1 M.Lo. MyTl7l, 220A M.LO. t MA ISr Isr vFc vFc � SEC'L i HST HST vFc vFc PAViL E ]2Y, LLLO. Duo ® Doc c 2Poe 12q"/ uiM MLP/Sit PANEL BREAKER ,C "K1 / K2" 11 /2P 400A/3P KER BREAKER PANEL "G" 10OA/2P 3 -# 2 CU THWN BREAKER IN 1 1/4" R.M.C. ram --SERVICE ENTRANCE CONDUCTORS GROUNDING ELECTRODE CONDUCTOR - 2-SETS OF 4 - # 700 kcmil CU 1-# 3/0 CU, CONNECT TO METAL THWN IN 4" R.M.C. FRAME OF BUILDING, METAL UNDER- GROUND WATER PIPE AND DRIVEN ROD PER NEC ARTICLE 250. ELECTRICAL SERVICE ONE LINE DIAGRAM IT ew Im PACE FUR BOCA MCB 1 1 /8" I I 2 1/4" 2 1/4" - -f - 1' 11 7 8' 2 �34" 2 ' 1 7 8" 1' 1 7 8" 1' 3 7 8° I / 2 0 / / � G.C. USE B.S. USE G.C. USE B.S. USE G.C. USE ELEVATION 1 SCALE: 1/2" = 1'-0" A `) 1' A,JM ATM USE - SECTION #1 SECTION #2 I SECTION #3 Submersible Turbine Dispenser Panel p Circuits Feeder Conduits Panels Panel Panel , --KI & K2 Panel E & L Circuits MDP C Circuits Circuits Circuits G Circuits Outside Lighting Underground Circuits Circuits ._ � --- - ----- - --------------- - r�.\ oo oo avv 0000aov 000 Lf3 0000 00 0 0�J1 IO 0000000 000000000 I O O O O o00o v0000000 22222Ov a000wovvo --- - --------- ----------, r ovovo \1 \1 I 0 0 Jo0o0 v0000 ---------- 2'-0 J'- 6 3 -6 3'-6" 1-2 SECTION SCALE: 1/2" - 1' 0" E.6.0 A0 ,T.(l CY APPROVAL These prin(u Comply with the Florida Rlunufactured Building Act of 1979 Construction Codes and adhere to the following criteria: �' Coast. Type Occupancy Allowable No. j Of Floors ISO WindV2lorib/ S Ira Rating of 0 Ext. V11all's -- FEoorLoad . _ 41D Approval Date 1/2,30`I --- ---- r�S1 i'{I+�dEiERI�f3iv�T1oFT --,--- CAROLINA PRODUCTS INC. CONTROL SCHEDULE CONTACTOR NUMBER CONTROL CHANNEL CIRCUIT NUMBER CIRCUIT DESCRIPTION 1 CH 1 L-16 LIGHTING - BUILDING SIGN L-21 LIGHTING - TOWER SIGN L-23 LIGHTING - BUILDING SIGN 2 CFI 1 L -18 LIGHTING - BUILDING SIGN L. 19 LIGHTING - CONNECF SIGN L--20 LIGHTING - BUILDING SIGN_ L-24 LIGHTING - L.E.D. BUILDING 3 CH 1 L-28 LIGHTING - I.D. STREET SIGN L-30 LIGHTING - I.D. STREET SIGN 4 CH 1 L-25 LIGHTING - CANOPY L.E.D. L-27 LIGHTING - CANOPY L.E.D. L-29 LIGH iING - CANOPY L.E.D. 5 CH 1 L-35 LIGHTING - CANOPY DOWNLIGH'TS l_--37 L 39 LIGHTING -- CANOPY DOWNLIGHTS L-41 6 CH 2 7 CH 2 L-'32 LIGHTING - PARKING LOT LIGHTS L-34 L-36 LIGHTING - PARKING LOT LIGHTS L-38 8 CFI 2 L 40 LIGHTING - PARKING LOT LIGHTS L-42 9 CH 2 10 CH 3 LIGHTING CONTROLLER CHANNEL DESCRIPTIONS AND LIGHT LEVEL SETTINGS CHANNEL 1 - EXTERIOR SIGNS AND LIGHTS - LIGHT LEVEL 8 CHANNEL 2 - CANOPY LIGHTS - LIGHT LEVEL 6 CHANNEL 3 - SITE LIGHTING - LIGHT LEVEL 4 DENOTES WORK TO 9F DONE IN THE FIELD -' BY GENERAL CONTRACTOR 7! BY MAD15ON FIELD ERECTOR CLIENT, A � bp i;. BP AMOCO, USA ALLIANCE MANAGER, AGENT FOR BP, Bovis Lend Low GlobalA i a c e ?Of) EAST FIT, l PH DWE: - MAIL CODE 6000 CHICA00, ILLNW 60601 £SIGN TEAM M£M ER TITLE' m PINE GYMBIJL cF IUAutw 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JCL➢ No. W30368 BLDG. HAND SCALE, 1/4' = 1'-0' MODEL, 4200➢P905_VO5,3 NO, DATE REVISION DESCRIPTION SEAL, / NAMED R INALD BOLDEN, RE, J LIC• NUMBERI 19261 CONF'IDENTIAEITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNOER5TANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO. THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT ACREE5 TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE MATERIALS TO ANY OTHER PARTY AND THESE FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH OP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO DP EITHER UPON COMPLETION OF THE INTENDED PURPOSE Oft UPON TILE REQUE5r OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SiT= ADDRESS, ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL v S# ............................ DESIGNED BY, ALLIANCE Z&DM, CHECKED BY, DP REPMI DRAWN BY, G M ALLIANCE PM, VERSION, V05.3 PROJECT NO, U1-09-04 DRAWING TITLE, ELECTRICAL PANE SCHEDULES SHEET NOi MB05 E,.1 SHEET NOI SHEET NOI 3® 32 r - � � : +.%`+IGt�T-'tF` a lU"?:...a,-=r'`��'",�b' !f-=.�}'"��'�';,$#�i+.x�rl , 'v ..b. : k . . ,. ._ .. u •_ ._9 x tr,.x . x ed, .,.,., . - r . , , . F;.W�' . , t•%,.,.tin-.. J �I.r.:.. '...:A'4:...ru.aw a T�e.,.,r:.„.-+rq'trv+�F+..,... _�%..:mow--^"`7«[.fnw... ,.u,.,-.....rr,,..,...c .—�,. _. +....SwL4e_-..�.._`TJ ... ae n m SCALE: 1 MEN WOMEN E-COMM o` )TES: SEE TABLE FS-1 FOR FIRE SEPERATION DISTANCE AND EXTERIOR WALL FIRE RESISTANCE RATINGS. SEE TABLE FS-2 FOR MAXIMUM PERCENTAGE AREA OF EXTERIOR WALL OPENINGS. TABLE FS-1 FIRE SEPERATION DISTANCE EXTERIOR WALL FIRERESISTANCE (FEET) RATINGS (HOURS) 0TO3 1 GREATER THAN 3 TO 10 1 GREATER THAN 10 TO 20 0 GREATER THAN 20 TO 30 0 GREATER THAN 30 0 FOUNTAIN 1 F- TABLE FTC-2- MAXIMUM PERCENTAGE AREA OF EXTERIOR WALL OPENINGS FIRE SEPERATION (FEET) GREATER GREATER GREATER CLASSIFICATION THAN THAN THAN OF OPENING 0 3 10 20 GREATER TO TO 1-0 TO I-HAN 3 10 20 30 30 UNPROTECTED NP 10% 20% 40% NL —t­��­� PROTECTED NP 10720740% NL NOTE: NP = NO F PERMITTED; NL = NO LIMIT. BACKROOM Zl� AGENCY APPROVAL These prints ccnnpfy unit) the Florida Manufactured Building Act of 1979 Constructlon Codes and adhere to the rolSoviing criterla: Const. Type VI Occupancy' Allowable No. Of Floors 491ind Velocity 150 Fire Rating of Ext. Walls 0 Floor Load Approval Date 1/23/04 PSI Nlodulalr Divsioll CLIENT, Y ...... ..... 8 AMOCO, M ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease GlobalA_llia nce 200 EM RANDO -M "E - MTV C OGE soon DESIGN /EAM MEM©ER TITLE. m -THE SYMBOL OF QUALITY 1V ADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7957 MADISON JOB Nu.W3�0368 ➢C;LDG, HAND SHOWN d N SCALE, 1/4' = V-0' MODEL, 420DP905—VOS.3 NO, DATE REVISION DESCRIPTION SEAL, NAME, ROGER S, LINGERFELT, P.E. LIC, NUMBER, 35671 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO. THAT THE MATERIALS CONTAIN PRIViLEDDED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT To DISCLOSE THESE: MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO OP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SITE ADDRESS: ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED ➢YI ALLIANCE ZUK CHECKED BY, ➢P REPM, DRAWN DY, G.M. ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01-09-04 DRAWING TI ILE, ® FIRE SEPERATION ATI0N PLAN SHEET NOI MB05 FW.1.0 SHEET NOI SHEET NO, 31 32 FOUNTAIN 1 F- TABLE FTC-2- MAXIMUM PERCENTAGE AREA OF EXTERIOR WALL OPENINGS FIRE SEPERATION (FEET) GREATER GREATER GREATER CLASSIFICATION THAN THAN THAN OF OPENING 0 3 10 20 GREATER TO TO 1-0 TO I-HAN 3 10 20 30 30 UNPROTECTED NP 10% 20% 40% NL —t­��­� PROTECTED NP 10720740% NL NOTE: NP = NO F PERMITTED; NL = NO LIMIT. BACKROOM Zl� AGENCY APPROVAL These prints ccnnpfy unit) the Florida Manufactured Building Act of 1979 Constructlon Codes and adhere to the rolSoviing criterla: Const. Type VI Occupancy' Allowable No. Of Floors 491ind Velocity 150 Fire Rating of Ext. Walls 0 Floor Load Approval Date 1/23/04 PSI Nlodulalr Divsioll CLIENT, Y ...... ..... 8 AMOCO, M ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease GlobalA_llia nce 200 EM RANDO -M "E - MTV C OGE soon DESIGN /EAM MEM©ER TITLE. m -THE SYMBOL OF QUALITY 1V ADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7957 MADISON JOB Nu.W3�0368 ➢C;LDG, HAND SHOWN d N SCALE, 1/4' = V-0' MODEL, 420DP905—VOS.3 NO, DATE REVISION DESCRIPTION SEAL, NAME, ROGER S, LINGERFELT, P.E. LIC, NUMBER, 35671 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO. THAT THE MATERIALS CONTAIN PRIViLEDDED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT To DISCLOSE THESE: MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO OP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SITE ADDRESS: ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED ➢YI ALLIANCE ZUK CHECKED BY, ➢P REPM, DRAWN DY, G.M. ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01-09-04 DRAWING TI ILE, ® FIRE SEPERATION ATI0N PLAN SHEET NOI MB05 FW.1.0 SHEET NOI SHEET NO, 31 32 NOTE: NP = NO F PERMITTED; NL = NO LIMIT. BACKROOM Zl� AGENCY APPROVAL These prints ccnnpfy unit) the Florida Manufactured Building Act of 1979 Constructlon Codes and adhere to the rolSoviing criterla: Const. Type VI Occupancy' Allowable No. Of Floors 491ind Velocity 150 Fire Rating of Ext. Walls 0 Floor Load Approval Date 1/23/04 PSI Nlodulalr Divsioll CLIENT, Y ...... ..... 8 AMOCO, M ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease GlobalA_llia nce 200 EM RANDO -M "E - MTV C OGE soon DESIGN /EAM MEM©ER TITLE. m -THE SYMBOL OF QUALITY 1V ADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7957 MADISON JOB Nu.W3�0368 ➢C;LDG, HAND SHOWN d N SCALE, 1/4' = V-0' MODEL, 420DP905—VOS.3 NO, DATE REVISION DESCRIPTION SEAL, NAME, ROGER S, LINGERFELT, P.E. LIC, NUMBER, 35671 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO. THAT THE MATERIALS CONTAIN PRIViLEDDED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT To DISCLOSE THESE: MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO OP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SITE ADDRESS: ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED ➢YI ALLIANCE ZUK CHECKED BY, ➢P REPM, DRAWN DY, G.M. ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01-09-04 DRAWING TI ILE, ® FIRE SEPERATION ATI0N PLAN SHEET NOI MB05 FW.1.0 SHEET NOI SHEET NO, 31 32 PSI Nlodulalr Divsioll CLIENT, Y ...... ..... 8 AMOCO, M ALLIANCE MANAGER, AGENT FOR BPI Bovis Lend Lease GlobalA_llia nce 200 EM RANDO -M "E - MTV C OGE soon DESIGN /EAM MEM©ER TITLE. m -THE SYMBOL OF QUALITY 1V ADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7957 MADISON JOB Nu.W3�0368 ➢C;LDG, HAND SHOWN d N SCALE, 1/4' = V-0' MODEL, 420DP905—VOS.3 NO, DATE REVISION DESCRIPTION SEAL, NAME, ROGER S, LINGERFELT, P.E. LIC, NUMBER, 35671 CONFIDENTIALITY STATEMENT, THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO. THAT THE MATERIALS CONTAIN PRIViLEDDED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT To DISCLOSE THESE: MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO OP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION, MODULAR (NEW) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE QSR SITE ADDRESS: ADDRESS US HWY 17.92 AND SR 46A (GENEVA AVE) SANFORD, FL SS# ............................ DESIGNED ➢YI ALLIANCE ZUK CHECKED BY, ➢P REPM, DRAWN DY, G.M. ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01-09-04 DRAWING TI ILE, ® FIRE SEPERATION ATI0N PLAN SHEET NOI MB05 FW.1.0 SHEET NOI SHEET NO, 31 32 SECTION t SCALE: 1" = 1'-0" m SECTION 2 SCALE: 1" = 1'-0" FW1.0 3„ 5, in DESIGN NO. U491 ASSEMBLY RATING -1 HR. AND 2 HR. 24" (MAXIMUM SPACING HORIZONTAL_ SEOTION SCALE: N.T.S. 1. FLOOR )ND CEILING TRACK — MIN 3-5/8" WIDE, 1-1/4" DEEP CHANNEL MADE FROM MIN NO.18 GSG GALVANIZED STEEL ATTACHED TO MASONRY OR CONCRETE WITH FASTENERS, SPACED 24" O.C. 2. STEEL SUDS — MIN 3-1/2" WIDE, 1-5/8' DEEP, MADE FROM MIN NO. 20 GSG GALV STEEL SUDS. THE MAX STUD SPACING OF'NALL ASSEMBLY SHALL NOT EXCEED 24". THE ALLOWABLE LOAD ON THE STUD SHALL PLOT EXCEED 84 PERCENT OF 'IHE MAXIMUM ALLOW&E AXIAL LOAD COMPUTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SPECIFICITION FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICfi1 IRON AND STEEL INSTITU IE. STUDS ATTACHED TO FLOOR AND CEILING TRACKSWITH 1/2" LONG TYPE S-12 PAN HEAD, SELF —DRILLING, SELF —TAPPING STEFI SCREW` ON BOTH SIDES OF STUDS. THE STUDS AND THE TRACK CHANNELS ARE CLASSIIED BY UNDERWRITERS LABORATORIES INC. AS STRUCTURAL STEEL MEMBERS*. THERMOSTEEL BUILDING SYSTEMS, INC. 3. LATER BRACING — MIN 1.5 IN, WIDE, 18 GSG GALV STEEL STRAPPING SPACED MAX 39 IN. 0,. THE STRAPPING IS ATTACHED TO THE FLANGES OF EACH STUD WITH 1/2 IN. LONE TYPE S-12 PAN HEAD, SELF —DRILLING, SELF —TAPPING STEEL SCREWS. FOR INTEIOR WALLS, THE STRAPPING IS ATTACHED ON BOTH SIDES OF RIE STUDS. FOR EXIRIOR WALLS, THE STRAPPING IS EITHER ATTACHED ON BOTH SIDES OR ON THE FIR SIDE ONLY 4. IN'ULATION — 3" MINERAL WOOL BATTS 5. 1LLLBOARD — 3/4 IN. THICK, 48 IN. WIDE, "SHEETROCK" BRAND GYPSUM PANELS 'ULTRACODE" CORE. ,jr LAYER OF WALLBOARD ON EACH SIDE OF STUD. APPLIED VERTICALLY WITTI JOINT .ENTERED OVER STUDS. FASTENED TO STUDS AND THE TRACKS WITH 1 IN. LONG, i fPE S-12, SELF —TAPPING, SELF —DRILLING, WALLBOARD SCREWS SPACED 8 IN. O.C. ALONG PERIMETER AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS LOCATED OVER STUDS AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. O :DINT TAPE AND COMPOUND — (NOT SHOWN) — `ANYL OR CASON, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TNO COATS TO JOINTS AND SCREW HEADS. PAPER TAPE, 2 IN. ADE, EMBEDDED IN FIRST LATER OF COMPOUND OVER ALL JOINTS. (PERIMETER CAULKED) A(3'9=.NGY AL PIR.OVAL These prints comply With the Florida Manufactured Ouilding Act of 1979 Construction CUdeo and adhere to the foilOVA119 criteria: v�_____ Const. Type _ _ Occupancy Allowable No. Of Floors 150 vVindV0ocity �— r=1rL' Rating Of Ext. Glialls Floor Load ,Approval Date 1/23/0`T�- PSI Modular Divsiori DENOTES WORK TO BE DONE IN THE HELD BY GENERAL CONTRACTOR 7k BY MADISON FTF_I_D ERECTOR CLIENT, bp ^Ere: HP AM=. LM ALLIANCE MANAGER, AGENT FOR BP, B 0 Ni Lend Lease GlobalAlliance NO EAST I Jai DWE - MAiL CODE soon CMA00, L1.NV015 64601 DESIGN 7EAM MEIVYFR TITL-F,- m 'THE 5T11801_ Of WAUTY, MADISON 1035 IRIS DRIVE, S.W. • CONYERS, GA 30094 770 483-4401 • FAX 770 785-7967 MADISON JOB No. W30368 BL DG, HAND —SHOWN SCALE, 1/2' = V-0' MODEL., 4200BP905_ V 05,3 NO. DATE REVISILIN DESCRIPTION SEAL, NAME, ROGER S. LINGERFELT, P.E. LIC. NUMBER, 35677 CONFI➢EN'riAl_F(Y S'rATFMFNT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY OP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVTLEUGEO AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES Nor To DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES 'TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT ACRFES. TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INIENOED PURPOSE OR UPON THE REQUEST OF BP. WHICHEVER COMES FIRST. DEVELOPMENT INFORMATIONi MODULAR (NEW) ) 4200 SERIES HARMONY CENTER CASHIER WILD BEAN CAFE QSR RIGHT SIDE OSR SITE ADDRESS, ADDRESS US HVVY 17.92 AND SR 46A (GENEVA AVE) SANFORD,FL SS# ............................ DESIGNED BY, ALLIANCE Z&DM: CHECKED BY, BP REPM, DRAWN BY, G M ALLIANCE PM, VERSION, V05.3 PROJECT NO, 01--09-04 DRAWING TITLE: FIRE WALL DETAILS SHEET NO, MB05 FW.5.0 SHEET NO: SHEET NO, 32 32 I SANFOR:D FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. U. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: September 13, 2004 Business Address: 2500 French Ave 4& Ch. 34(Mereantile) Fuel Station Business Name: BP Products of North America Ph. ( ) FAX. ( ) Contractor: To Be Announced Architect/Engineer: Progressive Devolvement Ph. (813) 805-0512 Comment: Plans reviewed as (Mercantile) Occupancy (4,224 sq. ft.) FD reserves right to require applicable code requirements if occupancy use changes. Class "B" mercantile Application — New type IV NON fire sprinklered building. Mixed — N/A 1.1 Special Definitions —Bulk merchandise retail 1.2 Classification of Occupancy — (Mercantile) 1.3 Classification of Hazard of Contents — (Mercantile) Class " B " 1.4 Minimum Construction — See Sanford build depts. Comments 2.2 Means of Egress Components — The rear exit in the storage area shall have ye11o_u stripping on floor 44" showing delineated path of travel. 2.3 Capacity of Egress — Per table 7.3 in (F. F. P. C.) sales floor (1) per 30 sq. ft. Storage one person (1) per 300 sq. ft 2.4 Number of Exits Eztt Signs REQUIRED 2.5 Arrangement of Egress — No„storage allowed to„the 44' isle exat access by rear doors 2.6 Travel Distance — Exits within 100' (ft), from any point of travel inside building. 2.7 Discharge from Exits — O.K., will field verify; three (3) OK 2.8 Illumination of Means of Egress — O.K.; will field verify; with 2.9 Emergency Lighting —emergency lights required 1 t h SAN F ORD FIRE.; I:)E;PARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, H. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 302-2526 2.10 Marking of Means of Egress — Exit sign required 2.11 Special Features — (Reserved) 3.1 Protection of Vertical Openings — Shall comply with sec8.2.5 of F.F.P.C. 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "A" &"B" only allowed inside store 3.4 Detection, Alarm and Communications Systems — 3.5 Extinguishing Requirements — as per NFPA 10; Two (2)> 3A rated fire extinguishers required inside; Three (3) 4A 60 BC FIRE EXTINGUISHER required in cabinets 3.6 Corridors — See Sanford building dept. for construction requirment - 4 Special Provisions - 5 Building Services 5.1 Utilities —Ok 5.2 HVAC — as per LSC 9-2 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Not Required Monitoring: Not Required Other: NFPA 1 3-5.1 Fire Lanes — Not Required 3-6.1 Key Box — Not Required 3-7.1 Bldg. Address Number Posted and Legible - Requlred; place on fuel canopy (see blue prints for size and color, and location). CITY OF SANFORD Page 1 of 1 Plans Review Sheet Date: September 13, 2004 Business Address: 2500 French Ave N.F.PA. #30 Fuel Tanks - Two fuel_tanks Business Name: BP Products Fuel Center Architect: Progressive Devolvement Ph. (813) 805-0512 FAX. (813) 805-0313 Contractor: To be announced Reviewed [x] Reviewed with comment [ Reviewed by: Timothy Robles, Fire Protection Inspector Ph.() Rejected [ ] Comment: Plans reviewed as bulk under ground fuel tanks, fiberglass. Sanford Fire Department requires contractor to contact Seminole County Tank Storage Bureau @ (407) 665-5132 for tank inspections Fire inspection's required #1 pre tank install, #2 shear valve verification for pits, #3 Final shut off pump inspection & final c/o. 1.1 Application — One (1) 20, gallon fiberglass tanks, and one (1) 20, 000 gallon tank Special Definitions — Sanford Fire Department will require Inspection prior to gravel fill to take photo 's of new fuel tanks. 1.2 — Sanford Fire Department will field verify the depth offuel tank place mint call (407) 302-2520 for all fire inspections. file://C:\Documents%20and%20Settings\roblest\Local%20Settings\Temp\WordWebPageP... 9/ 13/2004 BP CONNECT 05-2839 Convenience Store 05-2840 Canopy 05-2841 Dumpster enclosure 05-2842 Underground storage tanks 05-2843 Block Wall BUILDING ARCHITECT: MADISON 1035 IRIS DRIVE, S.W. CONYERS, GA. 30094 (770) 483-4401 RESPONSIBLE FOR - BUILDING DRAWINGS: SHEETS G.0.1 FW.5.0 OF BUILDING PLANS t a� x "as. a fteo S�te Co�ve�ience PLANS REVIEWED Project,4200 i_3��p. �'�� Hn]�.lt)ny B u'l� M.I ing CITY Of SANfORD �5nn Iliq Hwy 17_9� k r R /t6hA CANOPY ARCHITECT: McGEE CORPORATION 12701 E. INDEPENDANCE BLVD. P.O. BOX 1375 MATTHEWS, NC 28106 (704) 882-1500 RESPONSIBLE FOR CANOPY DRAWINGS: SHEETS 1 - 5 OF CANOPY PLANS SHEET# SHEET TITLE LA DATEST SITE/CIVIL PLANS 1 COVER SHEET 6-22-04 2 GENERAL NOTES 6-22-04 3 BOUNDARY & TOPOGRAPHICAL SURVEY DEMOLITION PLAN 2-17-04 4 6-22-04 5 6 SITE PLAN/HORIZONTAL CONTROL PAVING, GRADING AND DRAINAGE PLAN 6-22-04 6-22-04 7 8 UTILITY PLAN LANDSCAPE PLAN IRRIGATION PLAN DETAILS 6-22-04 5-26-04 9 10 11 12 12A 5-26-04 6-22-04 6-22-04 DETAILS DETAILS DETAILS ENCLOSURE_ ETAILS__ __ __ 6-22-04 6-22-04 6-22-04 15 ITE E_LE_�T-R CAL_P_LAN LE TRICAL DETAILS ITEM INCLUDED SHEET G.0.1 S.0.2 S.1.1 S.1.2 S.1.3 A.1.1 A_.1-.2- A. 1.3 A.1.4 A.2.1 A.2.2 A.2.3 A.2.4 A.3.1 A.3.2 A.5.2 LANDSCAPE ARCHITECT: HARDEMAN KEMPTON & ASSOCIATES 2207 W. NORTH 'A' STREET TAMPA, FL 33606 (813) 258-0066 RESPONSIBLE FOR.• LANDSCAPE & IRRIGATION DRAWINGS: SHEETS 8 & 9 OF SITE/CIVIL PLANS SHEET TITLE BUILDING PLANS C—STORE TITLE SHEET SCOPE OF WORK----T___ FOUNDATION PLAN FLOOR FRAMING PLAN ROOF FRAMING PLAN FLOOR PLAN FLOOR COVERING PLAN CEILING LAYOUT ROOF STANCHION PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS DOOR, ROOM FINISH GLASS SCHEDULES CIVIL/ELECTRICAL ENGINEER: PROGRESSIVE DEVELOPMENT GROUP, INC. 5205 SOUTH LOIS AVE TAMPA, FL 33611 (813) 805-0512 RESPONSIBLE FOR- SITE/CIVIL DRAWINGS: SHEETS 1, 2, 4-7, 10-14 OF SITE/CIVIL PLANS TANK DRAWINGS: SHEETS T-1 - T-6 OF TANK PLANS ELECTRICAL DRAWINGS: SHEETS 16 & 17 OF SITE/CIVIL PLANS TANK DRAWINGS: SHEETS T-7 & T-8 OF TANK PLANS DRAWING LIST LATEST DATE 1-09-04 1-09-04 1-09-04 1-09-04 1_09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 1-09-04 9 IT INCLUDED SHEET# SHEET TITLE Q.1.1 EQUIPMENT PLAN Q.6.1 EQUIPMENT SCHEDULE P.1.1 DRAIN, WASTE AND VENT PLAN P.1.3 WATER SUPPLY PLAN P.6.1 PLUMBING SCHEMATICS M.1.1_ HVAC LAYOUT _ HVAC ROOF TOP PLAN M.6.1 M.6.2 E.1.2 HVAC DETAILS HOOD DETAILS ELECTRICAL POWER PLAN E.1.3 ELECTRICAL LIGHTING PLAN E.5.1 ELECTRICAL ROOF TOP POWER PLAN E.5.2 ELECTRICAL CONDUIT PLAN E.5.3 E.6.1 C.P.I. PANELS AND WIRING DETAILS ELECTRICAL PANEL SCHEDULES FW.1.0 FIRE SEPERATION PLAN FW.5.0 FIRE WALL DETAILS R'. 'CIE D Sanford Fir Pre nti n Div. Date: c' 13 ©- FLOPNIDA LIGHTING ARCHITECT: LSI INDUSTRIES 1000 ALLIANCE ROAD CINCINNATI, OH 45242 (513) 984-1335 RESPONSIBLE FOR.• PHOTOMETRIC DRAWINGS: SHEET 15 OF SITE/CIVIL PLANS LATEST ITEM DATE INCLUDED SHEET 1-09-04 1-09-04 1-09-04 1wafflws N �d� nt Ni�s�l�otc�T' r13�1 Aw "i 414 �thSt n lain 1 L hi i,tt� 1r:' 1Clh )1 N Dr w a CATION CATION ;, a. Santnref" 6,RjOtyC;lU6 Rif IbFl E N t ~ t ltris_6i16( t _ I rr�ftt5ty L•r_.,h urt 1� �. t ei } T ml ;rPF� ct :� ���' �: r �trlarKir mu1�'uFanlai �F Aw- I A�It� {gyp 92 ParkC.;3ll,f4 ' + i,4 Lw- ` r t rsa nd F h .r F �wa r:,t hviHtQy ��. 5 o t t.,u' dkl hJ - FAud c ,Aq(wt mint E ae tt .a I'kv.�Ht.gtvfs. r-, •il�.c•t �,'l'!�l�l1 Y.I•..t, 1� ',Vl.icn. — REC14P SEP O_W VICINITY MAP SURVEYOR: TINKLEPAUGH SURVEYING SERVICES, INC. 379 WEST MICHIGAN ST., SUITE 208 ORLANDO, FLORIDA 32806 PHONE: (407) 422-0957 RESPONSIBLE FOR.• SURVEY: SHEET 3 OF SITE/CIVIL PLANS SHEET TITLE LATEST ITEM DATE INCLUDED 1=09=04- TANK PLANS -- i-oa-oa T—t T-2 GENERAL NOTES DOUBLE WALL TANK INSTALLATION TWO 6-30-03 i-os-oa 6-30-03 i-os-oa T-3 TANK FITTING DETAILS TANK FITTING DETAILS 6-30-03 6-30-03 1-09-04 T-4 1-09-04 T-5 PIPING DETAILS-2 TANKS, 2 PRODUCT LINES EACH 6-30-03 i-os-oa 1-09-04 T-6 T-7 T-8 WAYNE APOLLO DOMINO CANOPY LAYOUT 6-30-03 6-30-03 DISPENSER ELECTRICAL DRESSER WAYNE APOLLO VEEDER—ROOT TANK GAUGE 1-09-04 6-30-03 1-09-04 CANOPY PLANS 1-09-04 1-09-04 1 COVER SHEET s-s-ns 2 FOUNDATION PLAN 6-5-03 3 ROOF PLAN 6-5-03 4 MISCELLANEOUS DETAILS 6-5-03 5 ELEVATIONS s-s-os NOTE: CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE Zi� COUNTY RIGHT—OF—WAY PERMIT AND HOLD A PRE —CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DISISION, (407) 665-7409 FOR INFORMATION ON SETTING YOUR PRE —CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERINTS AND OTHER REQUIREMENTS. CLIENT: —3 Wt { jr r .. 1323 BOND STREET SUITE 179 NAPERVILLE, IL, 60563 SITE�NCIN�ER:, 52051SSOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: A 0 0 0 _ 8/26/04 REVISION PER SEMINOLE COUNTY NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. C_QNEj_P .TJT1ALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION; NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8MPD& STARTER GATE CANOPY SITE ADDRESS: US H WY 17-92 C.R. 46A SANFORD, FL. RF #TBD SCALE: 1"-20 ALLIANCE Z&DM: TS DATE: 6-22-04 BP REPM: DR DESIGNED BY: KAS ALLIANCE PM: JC DRAWN BY: WS _ PROJECT NUMBER: 003-198.00 CHECKED BY:KEH DRAWING TITLE: COVER SHEET SHEET NO: _ D GENERAL CONSTRUCTION NOTES 1, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 3, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY 'TQ BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 5. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION, 6. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING. 7. CONTRACTOR SHALL .SUBMIT FOR REVIEW TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE CONTRACTOR'S RESPONSIBILITY FOR PERFORMANCE OF THE ITEM, 8, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR'S AND UTILITY COMPANIES. 9. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AND COMPACTED TO A FIRMNESS EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH AROUND PIPES IN 6" LAYERS UP TO AN UNDISTURBED LEVEL OF AT LEAST 1' ABOVE THE TOP OF THE PIPE, IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 10. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED, SPECIFIED OR REQUIRED, 11. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE 40 OR BETTER, 12. -THE CONTRACTOR/SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT EVERY 4' IN THE SIDEWALK. 13. SIDEWALK CONSTRUCTION SHALL BE FLUSH WITH PAVEMENT WHERE THEY ARE ADJACENT OR MEET, UNLESS OTHERWISE SHOWN, 14. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1994, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 15. ALL PIPE NOTED ON THE PLANS AS RCP SHALL BE REINFORCED CONCRETE PIPE, CLASS III, WITH RUBBER GASKET JOINTS. 16. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD, THE FINAL RECORD DRAWINGS SHALL COMPLY WITH -THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION, 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL UTILITIES, AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5, LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. 6. THE CONTRACTOR SHALL PROVIDE CERTIFIED ASBUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE ASBUILT DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS OF ALL UTILITIES INCLUDING SANITARY SEWER CLEAN OUT INVERTS, WATER LINE LOCATIONS, STORM SEWER STRUCTURE LOCATIONS, GRATE ELEVATIONS, INVERTS, AND POND DETAILS (INCLUDING TOP OF BANK AND BOTTOM DIMENSIONS AND ELEVATIONS), OUTFALL STRUCTURE DETAILS ( INCLUDING GRATE, WEIR, ORIFICE AND SKIMMER DIMENSIONS AND ELEVATIONS). THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED ASBUILT DRAWINGS TO THE ENGINEER. 18, CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 19. SOILS ENGINEER TO SUPPLY THE DESIGN ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, ASPHALT RESULTS, AND CONCRETE RESULTS THE SOILS ENGINEER IS TO CERTIFY TO THE DESIGN ENGINEER IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS FOR ,THE ON -SITE HAVE BEEN SATISFIED. 20, CONTRACTOR SHALL REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION, 21. IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO ENSURE DIFFERENTIATION FROM POTABLE WATER PIPING. 22. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY A R P ALL REQUIRED THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 23, OWNER SPECIFIC SPECIFICATIONS TO BE PROVIDED TO CONTRACTOR DURING BIDDING. DRAINAGE SYSTEM NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS, 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT 'TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL COORDINATE A FINAL INSPECTION OF THE COMPLETED STORMWATER MANAGEMENT SYSTEM PRIOR TO FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. STANDARD UTILITY NOTES 1. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL, THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 2. ALL UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED AS REQUIRED PRIOR TO BASE AND SURFACE CONSTRUCTION. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. IT IS -THE CONTRACTOR'S RESPONSIBILITY -TO NOTIFY "SUNSHINE" FORTY-EIGHT (48) HOURS PRIOR TO ANY CLEARING OF CONSTRUCTION 'TO IDENTIFY ALL UTILITY LOCATIONS. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. ALL UTILITIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING SHOULD BE CONTACTED BY THE CONTRACTOR: 1. GAS 2. TELEPHONE 3. CABLE 4. POWER 5. CITY/COUNTY WATER AND SEWER 6. CITY/COUNTY/STATE TRAFFIC SIGNAL UTILITY (FIBER, HARDWIRE TRAFFIC SIGNAL INTERCONNECT) 5. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY, 'THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 6. COLOR CODE FOR MARKING UNDERGROUND UTILITY LINES PER SUNSHINE ONE CALL: WHITE - PROPOSED EXCAVATION PINK - TEMPORARY SURVEY MARKINGS RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CABLES YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT BLUE - POTABLE WATER PURPLE - RECLAIMED WATER, IRRIGATION AND SLURRY LINES GREEN - SEWERS AND DRIAN LINES SAFETY NOTES 1, DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY WITH REGULATIONS. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF ITS PERSONNEL. LABOR SAFETY REGULATIONS SHALL BE AS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF LABOR. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT 'THE PUBLIC AND WORKERS FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS, FLAGGERS, AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. PAVING AND GRADING NOTES I. ALL DELETERIOUS MATERIAL (I.E., MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESES PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED 'THROUGH LOCAL GOVERNMENTAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL FDOT 'TYPE CURBING AND GUTTERS CALLED FOR ON THESE PLANS. T T 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS HE TO PRESERVE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED, CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6. PRIOR 'TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR REVIEW. 7. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 8. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. ON -SITE STRIPE COLOR SHALL BE WHITE EXCEPT AS SHOWN ON THE ENGINEERING PLANS. PARKING STALL STRIPING SHALL BE COMPATIBLE WITH THE PAVEMENT TYPE (IE CONCRETE, ASPHALT) AND SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. 9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. '10. CONTRACTOR SHALL INSTALL STORM PIPING AND CULVERTS IN ACCORDANCE WITH FDOT INDEX 205 AND PLACE EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY APPLICABLE REGULATORY AGENCIES AND AS MAY BE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. CONTRACTOR TO VERIFY ALL TESTING WITH THE OWNER PRIOR `TO COMMENCING CONSTRUCTION. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL REQUIREMENTS HAVE BEEN MET. WATER SYSTEM NOTES 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED PER SANITARY NOTE No. 1 BELOW, 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS, 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C150) AND ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 7. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111, FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 8. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 9. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH AS'rM D-2241, 10. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 11. ALL WATER MAINS AND WATER SERVICES -TO BE INSTALLED UNDER ROAD UNDERDRAIN SHALL MAINTAIN 18" SEPARATION. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 13. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS. CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT AND AWWA SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 14. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING REQUIRED TO OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM THROUGH LOCAL REGULATORY AGENCIES. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY ciEWER NOTES 1. PER FAC 62-604.400 (2)(G) "SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE & THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT 'THE SEWER PIPE JOINTS & WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35. 4. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS, 5, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, 6, PVC PIPE AND FITTINGS SHALL CONFORM WITH A.S.T.M. SPECIFICATIONS DESIGNATION D-3034-77C, MA SDR 35. INSTALLATION OF SDR PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF A.S,T.M. SPECIFICATION DESIGNATION D2321. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR, 7. ALL PVC FORCE MAINS WITHIN PUBLIC R/W SHALL BE CLASS 200, SDR 21, WITH MECHANICAL JOINTS, AND HAVE A GREEN MAGNETIC TAPE A MINIMUM OF 3" WIDE, PLACED 24" BELOW THE PROPOSED GRADE.THE PRINT ON THE MAGNETIC TAPE SHOULD READ "FORCE MAIN". 8. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI 21,51 (AWWA C 151). H.C. PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51, 9, ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. SANITARY SEWERS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. 11. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER, CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, 12. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES 15 THE CONTRACTOR'S RESPONSIBILITY. 13. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF ALL PARTIES IS CONTRACTOR'S RESPONSIBILITY. CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. GEOTECHNICAL NOTE CONTRACTOR TO REVIEW AND FOLLOW CONSTRUCTION TECHNIQUES OUTLINED IN THE SITE GEOTECHNICAL REPORT. CLEARING AND EROSION CONTROL NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN -THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED 'TO "THE SOILS 'TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION, 4. 'THE TOP 4" "TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. HAY BALES SHALL BE PLACED ALONG THE STOCKPILE PERIMETER FOR EROSION CONTROL. 5, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7, CONTRACTOR TO OBTAIN SITE CLEARING & TREE REMOVAL PERMIT PRIOR TO INSTALLATION OF ANY UNDERGROUND UTILITIES AND CLEARING THE SITE, 8. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER HAVE BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER. 10. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (STRAW BALE OR STAKED SILT FENCE) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN -THE OPINION OF "THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR 'TRAFFIC, 'THE CONTRACTOR IS 'TO RECOVER SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 12. 'THERE SHALL BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. POST (OPTIONS: 2"x4" OR 2 1 /2" MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 6' CENTERS MAX i9 GEOTEXTILE CRITERIA o0 GRAB TENSILE STRENGTH 90 LBS TRAPEZOIDAL TEAR 35 LBS MULLEN BURST 180 PSI SEE FDOT INDEX NO 199 STORMWATER INLET FLOW FLO-W-�- I=P+ PLAN DOWNSLOPE L✓Id QD ---- 4- STAKED SILT FENCE 2"x2" WOOD STAKES WIRE OR NYLON 2 PER BALE- %BOUND BALES EXISTING GRADE TA[o_T}f J2' (MIN,) SECTION ANGLE FIRST STAKE t -r -T rl- it It Llr- [�BALES BUTTED TIGHTLY TOWARD PREVIOUSLYfi 1-++ /%,-+IrH- l�- TOGE 1'HER LAID BALE! I -EEII- 1¢ -i- �II 1/ II 11 11 Il II !1 u 0 u u u u u u ELEVATION STRAWBALE SIL-f BARRIER EROSION CONTROL DETAIL FDOT INDEX NO. 102 DR-1068.DWG 12/16/94 C I T: bp 1323 BOND STREET SUI'FE 179 NAPERVILLE, IL. 60563 51TE ENGINEER: P40094, OPMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 PESIGN TEAM MEMBER 'TITLE: I .I l�//^�\\ A NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: WMI-44 l AUG 1 0 Zigft JAMES . WINTER, P.E. (FL Rey. No.: 15313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT' THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP, ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HANDED BUILDING W1 & 8 MPD STARTER GATE CANOPY SITE ADDRESS: US H �Y��/1�/ 17-92 S.R. 46A SANFORD, FL RF #TRD SCALE: 1°- 20' ALLIANCE Z&DM: JB DATE: 6r22/O4 BP REPM: DR DESIGNED BY: KEH ALLIANCE PM: JC DRA1Md BY: WS PROJECT NUMBER: 003-198.00 CHECKED BY: KeH DRAWING TITLE: GENERAL NOTES SHEET NO: GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 !rich = 20 ft. 48.66 WK Q SITE BENCHMARK NAIL AND DISK "TSS" YYYY ELEVATION = 48,79 60' PLATTED R/W - ASPHALT PAVEMENT 49.31 DOUBLE YELLOW STRIPING Moo SOLID WHITE STRIPING 49.22 49.24 Fn 75 <s, c7 0 SE"r NAIL AND D15K IN 'NALK L13#3778 + 49.15 �118 48.26 00,140P 1F 1a131x13i1.11� 48.51 .86 >_ ... 4$.27 a8.44 48.10 _mod$" �,�._ �,...,......f +.. C. w ``h448.03. .... 4 668.413-0 - 4 4J�aa� 48 so ... � F _---_ h p.. , 48 ss J.0 4a a a9 03 48.91 EAST 2Q2 00 ���, + ar3 sz _, .:...._ 48. 5+� J w m ., _..... . + 49.11 049.3,5--,._.,,+,.._1 48.96 + W,,.. .... _ 47.66 + 49.1 49.12 L� uY + 49.SO ' + 49.2 + 49.1 I + 49.0 � J° TIAR Ar3 78 48.51 SET 1 1/4" IRON PIPE METAL° ° t5.79 ° V9�I� 48.45 AND CAP LB#3778 SUPPORT 48,89 49.61 '" 1 49.63 49.18 I c. 4-0` 5 13•iV> (2>�"rpcp)r'h13.9 + 41 0 4P��2$ 3Cf�)41.Y7 WALK ENDS 1.4'E, ° 49 .66 49.20' 915' cot, BROKEN t"ii halm, I ASPHALT �'r°aA.) N i 12 SF ACES 48.89 `° f BOLJ-ARD� = rn 49.86 v 49.17 U; 48.$0 ASPHALT PAVEMENT �! 49.51 } 48.55 49.42 + 48.81 I @ + 49.92 0O + 49.70 + 50.33 ., P�IRG,y.,� EDGE OF ' 50.64 i 5077 50.75 I� a RpI W % PAVEMENT 50.67 50.72 50.63 50.69 O -1.' 16.2' CONCRETE c' 37.9' rr I drn a + 49.57 .+ � p G- 50.8 m 17.0, 36.5' r yy ASPHALT PAVEMENT FINISHED FLOOR w + 50,44 50.77 t' I + a 49.34 49.63 i �� L 50.67 I I [> 13 Q ASPHALT PAVEMENT oS M 'I N $ ONE STORY MASONRY B 3 UILD{NG r r- p 50.21 a x, r I C) CORNER 0.2'W. ' I 50.50 l 50.75 16.0' I a e 1fCAM 1 82,9' o WOOD FRAME ^CARPORT ° + 50. �`�\ .S f x4 WEST 90.00(D) + 50.2 _ _ 'CLEAN _ z_,OUT E CHAIN LINK OP +49.5 � FENCI G I�L� 50.29 50.79 EDGE OF PAVEMENT 50.32 0 ­4CORNER 0.6'W. I 50,8 ( Q -u, 50.3 i d Y ' r I...:.._..._.{ ......, �•, A m,-.... �,,,,..,..a G ,..._,. t� .,.. ,:,_ �r . «,.::.>_, a it✓.�i f1".SI'+�(.'��f�7 ,3 51 5 i .� e" w Iirbi�fl"P1%�,:;i_o°3.3 51.40 ° V 2 $' 50.46 SOLID WHITE STRIPING ' 50.76 .ASPHALT PAVEMENT °� 50.46SP v'1IS nI'-0 701 §P 51 18 51Y03ONCRETE .51.D 50.90 p 9, 5019 ' 50.02 49.52 Z 50,19 I U d + 50.11 I + 49.69 N 67 6 O 28.0 WEST 112 00'(D) 17'(0) c I 51.04 1 w 50.97 50 60 p ? 50 2 1 0 5 C'0 x, 51.11 50.60 Ci3e�`�3;L9C O, ,rt 50.0 49.00 (1"') 49.8++ N ? LI 50.49 ASPHALT PAVEMENT t' 50.48 50.40 1 * 50.91 49.a4 P + 50.74 4 'rIt :SF 51>3 51.17 51.17 51.14 51.13 CONCRETE 51.02 •cn 51.08 I ASPHALT PAVEMENT e + 50.39 N +.:.., C>1 S'6.9' C7 � n M d^``'iiidt;:at COVERED A;. SIM PLAR'IER i Ln 0 n ENTRY N METAL SM1l1 SUPPORT i (4 o t ¢a ( 50 26 50.08 _ 50.59 nl N I 1:: - t p 1s1.1aso.75 �,1 ONE STORY MASOtiRY BUILDING .. 51.20 a " w vWi Z 51.081 P I 1 + 50.72 I t v d 51.06'I Z o 73.9' I € H 51.16 FINISHED 50.213 a I FLOOR= 50.41 50,18 cn 1 51,19 50.55 ul ASPHALT PAVEMENT °O 33.5' ro 31.7' d 10 T 51,09 \ �0.1 50.6251.40 0.96+ 50.18 9 a CONCRETE 50.51 50.70 _ + 50.32 N I (P) ' + 50.27 + 50.34 60.0' - ..�-- - + 50.35 '. k v 3 l c S a 50.24 ox„ ASPHALT PAVEMENT ' 50.76 00?' Urn SET 1 1/4" IRON PIPE 1 AND CAP LB#3778 50.0( 49 99 50.?.$ REC. IRON PIPE -NO ID # ?0.3' % + 50.09 + 'AT 0,6'W. 0.4'N. METAL PD + 49.95 _ _.. r ... ,.. u.�_ ,r ., . >- .,+ 49 81 . v_ • �' 'a&T.VEfsl' 4 3 E + 49.74 49.10 48.83 80 49.81 49.74 S $8 38 23 W 49, 7 �4957 � .. ._n.,„_.,..,......:.,..__��N,.,._:....... ...:.... :.. ....+"A9.84.,, 49.69 49.77 z�55t 41 cll.,ly: s1 kl�a 1 L, + 5U.20 � � ^" - � + 50.0 49 55 /4976 _...,• +_,,-,�,'�•..,t...._w>r,�...W�:.:� rw,;...,.w.��:........����..W:. ��..-,�.�:,..W...:,�....W_ a9.o1 fllE'�49 31 SITE BENCHMARK H III{"-40.37 NAIL AND DISK "TSS* ELEVATION = 49.72 49.59 SM.1L.! l.�L ,c:.7 F.lZ e ! + 50.17 50.12 50 24 50.22 50.11 + '4D) 50 6+ + 50.8 49 37 9 8p _ 49• 49.46 µ49:4 I 49,49 + 49.54 "49.70 9.70 49.81 �. ,r 49.33 49.74 4• .34 TCP 4021 ASPHALT o SE 814'€�T(1 �iiCk')46.96 PAVEMENT r �' a, v CONCRETE CURBING 0) 49.66 50.06 z C7 I 49.6$ 50.06 �I 'V z 49.98 + 50.27 50.29 50.31 5U.32 h I c t I + sD.S ' 50.13 55.0' RECOVERED IRON PIPE NO ID# 50.44 + 50.471 1 DESCRIPTION PARCEL NUMBER 1 The South 15,00 feet of Lot 5, and all of Lots 6, 7, 8, 9, 9A, 10, and the East half (E 1/2) of Lot 11, and the South 20.00 feet of the East half(E 1/2) of Lot 34- and the South 20.00 feet of Lot 35, Block 9, Dreamworld, according to the plat thereof as recorded in Plat Book 3, Pages 90 and 91, and Plat Book 4, Pages 30 and 99, of the Public Records of Seminole County, Florida. And from the Northeast corner of Lot 6, Block 9, Dreamworld according to the plat thereof as recorded in Plat Book 3, Pages 90 and 91, of the Public Records of Seminole County, Florida; Run thence East 17.00 feet to the point of beginning; Thence run South 125.00 feet; Thence run West 17.00 feet; Thence run North 140.00 feet; Thence run East 17.00 feet; Thence run South 15.00 feet to the point of beginning. And that portion of that certain North South alley at the Northwest corner of Santa Street and French Avenue, further described as that alley lying West of the South 15.00 feet of Lot 5 and all of Lots 5 through 9-A, and East of Lot 10, and South 10.00 feet of Lot 35, Block 9, of Dreamworld, according to the plat thereof as recorded in Plat Book 3, Pages 90 and 91, of the Public Records of Seminole County, Florida. PARCEL NUMBER 2 Beginning at the point of intersection of South right-of-way line of Geneva Avenue with the West right-of-way of French Avenue (U.S. Highway 17-92, State Road 15 and 600); Thence run South 120 feet along the West right -of ---way line of French Avenue; thence run West 112.00 feet; Thence run North 10.00 feet; Thence run West 90.00 feet; Thence run North 110.00 feet, to the South right-- of-way Ot of Geneva Avenue; Thence along the South right -of --way line of Geneva Avenue East 2C to the point of beginning. Being Lots 1 and 4, and the North 10.00 feet of Lot 5, Block 9, Dreamworld, according to the plat thereof as recorded in Plat Book 3, Pages 90 and 91, of the Public Records of Seminole County, Florida, a tract 17.00 feet by 120.00 feet immediately East of said Lot 1 to 4 and the North 10.00 feet of Lot 5 and that certain 15.00 foot unnamed alley on "the West side of said Lots 1 to 4 and the North 10.00 feet of Lot 5 and that certain 15.00 foot unnamed alley on the West side of said Lots 1 to 4 and the North 10.00 feet of Lot 5, inclusive, and the East half (E 1/2) of Lot 34, Less the South 20.00 feet and Lot 35, less the South 20.00 feet, Block 9 said Plat of Drearworld. SURVEYOR'S NOTES: 1.) BEARINGS BASED ON THE CENTERLINE OF HIGHWAT 17 & 92 AS BEING S 01° 15' 30" E. 2.) DESCRIPTION FURNISHED BY THE CLIENT. 3.) THIS SURVEY SHOWS OR NOTES INFORMATION AS CONTAINED IN CHICAGO TITLE INSURANCE COMOANY COMMITMENT NO. 630300374. 4.) NO UTILITIES LOCATED OTHER THAN SHOWN HEREON. 5.) ELEVATIONS ARE BASED ON SEMINOLE COUNTY DATUM, RR SPIKE PARKING LOT IN FRONT OF POPEYES, APES OF CURB, DESIGNATION NO. 2606501, ELEVATION = 46.455 L F G F N D TRANSFORMER 0 TSB TRAFFIC SIGNAL BOX HYDRANT (C) CALCULATED LIGHT POLE (M) MEASURED ® GRATE DROP INLET (P) PLAT DIMENSION 9�v (D) DESCRIPTION DIMENSION SANITARY VALVE L ARC LENGTH WV WATER VALVE R H RADIUS CHORD U DRAINAGE MANHOLE A DELTA (9MANHOLE(UNKNOWN TYPE) TB TANGENT BEARING QS SANITARY MANHOLE PC POINT OF CURVATURE -mow---- OVERHEAD UTILITY WIRES PCC POINT OF COMPOUND (9 MONITORING WELL PT POINT OF TANGENCY C� TELEPHONE MANHOLE PRC POINT OF REVERSE ElTR TELEPHONE RISER REC. RECOVERED LIED POWER RISER I.P. IR IRON PIPE REBAR OCR CABLE RISER CM CONCRETE MONUMENT 0. WM WATER METER -T- BURIED TELEPHONE LINES EIM8 MAIL BOX -FO---- BURIED FIBER OPTIC &SCV SPRINKLER CONTROL VALVE -C--- BURIED TELEVISION CABLE i-- ---• GUY WIRE - P - BURIED POWER CABLES ,,�f`UG WOOD POWER POLE (UNDERGROUND FEED) - c -- BURIED GAS LINE WOOD POWER POLE WATER LINE )dCPP CONCRETE POWER POLE ® ® SANITARY -STORM SEWER LINE GV CONC. CONCRETE GAS VALVE U.R.B. OFFICIAL RECORD BOOK TSP TRAFFIC SIGNAL POLE PG' PAGE 0" 0 (SIZE)" OAK "`}'" SIGN (INFO/ROAD) CD CEDAR E ELM MAG MAGNOLIA P PINE CB CHINABERRY PM PALM BB BOTTLEBRUSH MP MAPLE HC HICKORY CAM CAMPHOR TREE UNKNOWN TYPE OF TREE E EAR I hereby affirm that this survey represented hereon is true and correct to the best of my knowledge and belief. It has been prepared in accordance with the Standards set forth in Chapter 51017, F.A.C., pursuant to Chapters 177 and 472, Florida Statutes. Unless it bears the signature and the original raised seal of a Florida licensed surveyor and mapper this drawing, sketch, plat or map is for informational purposes only and is not valid, P.S.M. No. 4381 C IENT• bp 2550 NORTHWINDS PARKWAY, SUITE 460 ALPHARETTA, GA 30004-2231 SITE: ENGINEER: DEVELOPMENT GROUP, INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM M1F BER- Tinklepaugh SURVEYING SERVICES, INC. 379 West Michigan St., Suite 208 Orlando, Florida 32806 Phone: (407) 422-0957 Fax: (407) 422-6915 File #: SX7481 Order #: T04A37 0 A AnO - Q 4-05-04 ADDT'L LOCATION NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: Arthur W. Tucker (FL Reg. No.: 4381) FOR AND ON BEHALF OF PROGRE331VE DEVELOPMENT GROUP, INC. ! 0_QN ID NTIALITY STATEMENT THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST, VQF EL-WKN-r J1[FO2MAMN: SITE A201-23;, SWC FRENCH AVE, 25TH STREET SEMINOLE COUNTY, FL, RF #TBD SCALE: 20, � ALLIANCEL&DM: DATE: 2-17-04 BP REPM: DESIGNED BYXXX ALLIANCE PM: DRAWN BY: KH PROJECT NUMBER: CHECKED BY- DRAMNO TITLE: BOUNDARY/TOPOGRAPHIC SURVEY SHEET NO; 3 z 0' 20' 40' 1 ` m SCALE' ill ` 20, rr tI iLU LLJ t `I existing sewer r existing sewer IN F ; a it �1 Pmft and c `_. Q {s 6l conorste 'I " 'I 1's TO BE REMOVED ooncxs+yr di 4s ! S awe V9P k '� concrete driveway sewer I :t f '' TO BE REMOVED �) v TO BE REMOVEDI ?°F 1"af Fo aep#ttdt and s t concrete CC TO BE REMOVEDCf) I ti ;} hcatldl - I' } s' TO BE REMOVED J IJ Ig z.r � _) r" e Doris E TO BE REMOVED rri Uj �r _0 ja is ? curbutter if If d?'.>ff1YT>7 J 3 r- '4 f N 01'' 1'24" W 260.53'._..._..._....—... 4 0.--.p..�..0 —0^0 ^6UU rt, TO BE REMOVEDj ti, } asphalt and a t concrete TO BE REMOVED p ,: } r 2 f1 Ong ; # .- de "walk 1 g, TO BE REMOVED i 3,f M BE REMOVED { 4.7' ( if ' "nq curb V„44wr sl O fBE REMOVOD Ci � 4 1Y s exist. wafter meters z , s TO BE REMOVED I r) exwm Rghts TO BE REMOVED 14 bu&Ung TO BE REMOVED 540 Icy" concrete ". u; [V bo asphalt and „Eooncrete n 00 O TOBEsign � TO f TO BEBEREMOVED si eximuw aqc w� exhktrtg s#grta � ' r ,� e , driveway cz TO BE REMOVED ALL. TO �R�VED � TO BE 'REMOVED c, - > �`• ey f; 1s I E ooncrete TO BE; REMOVED CY s9.7 i REUWATE- POLE do SIGN RE1pC11TE Sty! Ong curb&TRAFFIC SIGNAL. (SEE SHEET 5) TO er REMOVED �X (SEE SHEET 5 (SEE SHEET ) g) FRENCH AVENUE __­Rm -15 & 600 j U ■ ■ H ww".7 Ym 17_.__,?*4 SO er •..... _...... ...,.w ... ,... �........ ; iRIC3 1 - WA a J ti {- f €", w........_... ... ,w.._ ..,,... �<..,.........,..,,.... _-._..._..., ..,. _,.._, .. .., ..._,. .s., _. .,. ,.»,x. ..,, .... _. 0 D 3 1 M i `�: it 3 i k V a 'I S ;cV � 1 A k3 C- N., # 11.yT Yr § SF4 �(Yll ik j ik 7 if Sy 9 � 3i � r• i ;d n; .Y Cir 1�1 — existing curb & gutter TO BE REMOVED EXISTING ' CURB INLET TO BE MODIMED RELOCATE TE CONE. POWER POLE RELOCATE LIGHT POLE (SEE 5) ���y�S�HEEE_T RELOCATE SIGNAL TRAFFIC BOX (SEE SHEET 5) SITE DEMOLITION NOTES 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENTr AND MATERIALS TO BE DISPOSED OF IN ACCORDANCE WITH LOCAL MUNICIPALITY REQUIREMENTS. 4. INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY TINKLEPAUGH SURVEYING SERVICES, INC., DATED 7-22-03. 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL MUNICIPALITY STANDARDS. 7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION, SEE GENERAL NOTES. 9. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON —SITE OR OFF —SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED, 10,THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. EROSION CONTROL MEASURES NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AND INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. TANK REMOVAL NOTE: 1. CONTRACTOR TO CONTACT BP AMOCO OIL ENVIRONMENTAL ENGINEER GORDON TERHUNE 770-576-3078 PRIOR TO ANY DEMOLITION FOR DIRECTION ON MONITORING/RECOVERY WELL MODIFICATIONS, RELOCATION, OR ABANDONMENT AND UNDERGROUND STORAGE TANK REMOVAL. ALL EXISTING MONITOR WELLS TO BE PERMITTED AND ABANDONED PER LOCAL AND WATER MANAGEMENT DISTRICT REGULATIONS. 2. ANY CONTAMINATED SOIL REMOVED FROM SITE TO BE DISPOSED OF IN ACCORDANCE WITH CH. 62— 770 F.A.C. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, "TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. LEGEND ------------ LIMITS OF DEMOLITION �- .-•-�.- •-}....- EROSION CONTROL .•••—•••---• •--•••-- SITE BOUNDARY LINE ------- CENTER LINE RIGHT—OF—WAY EXISTING EDGE OF PAVEMENT EXISTING CONCRETE PAVEMENT TYP TYPICAL R/W RIGHT—OF—WAY o-� AREA LIGHT TREE TO BE REMOVED TREE BARRICADE 1 j CLIENT: J S SGYy •�` 1323 BOND STREET SUITE 179 NAPERVII_LE IL. 60563 SITE ENGINEER: DEVELOPMENT GROUP. INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805--0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE: a REV PER SEMINOLE COUNTY 8/26/04 AND FDO'i NO. DATE I REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: �1V_- AIM .D JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATFMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE AQQRES5: US H WY 17-92 C.R. 46 A SANFORD,FL RF # SCALE: 1"_ 201 ALLIANCE Z&DM: JB DATE: 7/06104 BP REPM: DR DESIGNED BY: KEH ALLIANCE PM: JC _ DRAWN BY: WS PROJECT NUMBER: 003-198.00 CHECKED BY: WH DRAWING TITLE: DEMOLITION PLAN SHEET N04 Y D u n u n u u u II II II u n u u u u u F u � II u u u II II n M a II II u --------------- II Id I I II II II II II II II II II II II II D D 0' 20' 40' SCALE: 1 " = 20' rl 12'-8"x13'-4" SINGLE 245t LF OF 6' HIGH CMU WAI I - IC l 4 a .0 -' r r ., F' • S U z .y r:4 ••t •C.V. I.. ." 4t".. +' a v. :. M T •P `ObUC I •f .f. Y r�•. N R. 1. ENS .K .. •TYP •pia QL 17M Y ' \ .f �A F AJt'NALI t-AVCMr.IVI 7CVIIVIr INDEX #304 (SHEET 10) ----------------- FRENCH `U ! s m VENUE i WYO 17 &--82 S:R. 15 &.---600) �' iT SIDEWALK RAMP ( INDEX #304 PROP OSED FIRE H DRP if u u u u n n u n u u n II u II u II II II II II u II n II u u u n u u n u 11IlKKli� Al SITE DATA 1. SITE ADDRESS US. HWY. 17-92 SANFORD, FLORIDA 2. GROSS SITE AREA 52,721 SF 1.21 AC 3. EXISTING ZONING B-3 (GENERAL COMMERCIAL DISTRICT) 4. PROPOSED ZONING B-3 (GENERAL COMMERCIAL DISTRICT) 5. LAND USE GENERAL COMMERCIAL 10 DEVELOPED USE CONVENIENCE STORE WITH FUEL ISLAND BUILDING SETBACKS FRONT (EAST) 35 FT SIDE (NORTH) 35 FT REAR (WEST) 10 FT SIDE (SOUTH) 10 FT SITE AREAS: VEHICULAR USE AREA BUILDING AREA C--STORE TRASH ENCLOSURE AREA SIDEWALK AREA TOTAL IMPERVIOUS AREA PERVIOUS AREA GROSS SITE AREA EXISTING IMPERVIOUS AREA FLOOR AREA RATIO PARKING DATA: 37787 SF 71.67% 4,224 SF 8.01 % 169 SF 0.32% 3,238 SF 6.14% 41,194 SF 78.13% 11,527 SF 21.86% 52,721 SF 100.00% 49,953 SF 94.75 % 8.017. CONVENIENCE STORE -- 1 SPACES PER 200 SF FUEL POSITIONS — 1 SPACE PER 2 POSITIONS PARKING REQUIRED: CONVENIENCE STORE PARKING PROVIDED: STANDARD SPACES PROVIDED PUMPS — TOTAL H.C. SPACES PROVIDED VIDE[ � TOTAL PARKING SPACES PROVIDE[ UTILITIES 4200 SF/200 SF 8/ 2 FUEL POSITIONS = 21 SPACES = 24 SPACES E = 16 SPACES = 2 SPACES 4_ SPACES WATER SERVICE CITY OF KISSIMMEE WILL BE PROVIDED BY: CONTACT NAME: JIM JACKSON 100 N. MAIN STREET, STE A KISSIMMEE, FL 34744 PH# (407) 518--2160 SEWER SERVICE WILL BE PROVIDED BY: CITY OF KISSIMMEE CONTACT NAME: JIM JACKSON 100 N. MAIN STREET, STE A KISSIMMEE, FL 34744 PH# (407) 518--2160 ELECTRIC SERVICE WILL BE PROVIDED BY: CITY OF KISSIMMEE UTILITIES AUTHORITY CONTACT NAME: BILL FISHER 1701 W. CARROLL STREET KISSIMMEE, FL 34741 PH# (407) 933--'7777 EXT 6-1204 TELEPHONE SERVICE WILL BE PROVIDED BY: SPRINT OF FLORIDA, INC. CONTACT NAME: MIKE SHEIL 33 N. MAIN STREET WINTER GARDEN, FL 34777 PH# (407) 814-5344 11. FLOOD ZONE LEGEND PROPERTY LIES WITHIN FLOOD ZONE 'X' AS DEPICTED — ON FEMA FLOOD INSURANCE RATE MAP NO. 12097CO066 E, DATED JUNE 6, 2001. TYP TYPICAL 12. LESSOR H/C HANDICAP BP AMOCO PRODUCTS NORTH AMERICA 1323 BOND ST. SUITE 179 R RADIUS NAPERVILLE, IL 60563 LESSEE. / W RI GHT—OF—WAY IGHT—OF—WAY SHORECREST RETAIL PARTNERS L/A LANDSCAPE AREA 3361 ROAD17STE 235 OU FL. TRAFFIC FLOW (INFORMATIONAL ONLY) 13. THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ON THIS SITE. 14. ALL MECHANICAL_ EQUIPMENT SHALL BE SCREENED IN ACCORDANCE ®O AREA LIGHT WITH CITY OF SANFORD REQUIREMENTS. c HANDICAP PARKING 15. BUILDING HEIGHT = 18' CANOPY HEIGHT = 19' �APPROX� APPROX -- PROPOSED CURB TRASH ENCLOSURE HEIGHT = 6' CARWASH HEIGHT = 12'-6" (APPROX) -- •— �—• •--• PROPERTY LINE 16. CONSTRUCTION TYPE ------� CENTER LINE C—STORE—TYPE VI UNPROTECTED ���— ----T--- RIGHT—OF—WAY ------------ EXISTING EDGE OF PAVEMENT NOTE, PROPOSED CONCRETE PAVEMENT 1) PROJECT SHALL BE CONSTRUCTED IN A SINGLE (1) PHASE. "4 EXISTING EXISTING CONCRETE PAVEMENT 2) ALL UTILITIES WILL BE LOCATED UNDERGROUND. 3) ALL ROAD IMPROVEMENTS WITH THE CITY'S RIGHT—OF—WAY NEW ROADWAY PAVEMENT SHALL BE DONE IN CONFORMANCE WITH CITY STANDARDS AND SPECIFICATIONS. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE UNDERGROUND STORAGE VAULT RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER. CLIENT: bp 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 ,SITE ENGINEER: ■■■000���/// �r (�ypUP, INC, 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0315 FL. E.B. No. 7703 UESIGN TEAM MEMBER TITLE: A 9 7 A 4 3 Q 2 Q 1 _ REV PER SFMIN IF OUNTY COUNTY 8/20/04 AND MOT NO. DATE REVISION DESCRIPTION R TH PREPARED UNDER THE DIRECT D SUPERVISION OF: S EAL : Ptlr 3 0 Z004 JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. QQNFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. 12EALOPMENI INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE DRESS: US HWY 17-92 C.R, 46 A SANFORD, FL RF # s 1N_ 20' ALLIANCE Z&OM: JB DATE: 7106/04 8P REPM: DR DESIGNED BY: ALLIANCE PM: KEH JC DRAWN BY: WS ws PROJECT NUMBER: 003-198.00 CHECKED BY: KEH DEMING TITLE: SITE PLAN HORIZONTAL CONTROL SHEET NO: 5 _.. .. .Ill 020' 40' SCALE: 1" = 20' RCP 0 0.20% ------------------------------ FRENCH AVENUE W w %mp 8 1 1 V.w I %;p n lu (X vvv1 ------------- RIGHT OF WAY VARIES -------------�--_-------_-_-.�________________- LLI uj ewolp CL tST®RM STRUCTURE DATA I i i i II II ST-1 CONST TYPE "C" INLET CONST TYPE "P" MANHOLE R >FDOT INDEX N0. 232 FDOT INDEX NO. 200 3 x II GRATE: 48.85 ITOP: 60.00 48.26 IE(W)(15RCP) 45,21 IE(E) 51.00 IE(N) 4-5.88 0 II ST--2 IE(S) 45.28 CONST TYPE "C" INLET ham is II 48.27 I,, FDOT INDEX NO. 232 ST-7 I u GRATE: 48.97 CONST TYPE "P" MANHOLE it IE E)(15"RCP) 45.08 FDOT INDEX NO. 200 IE W)(15"RCP) 45.08 TOP: MATCH EXISTING IE NE)(6"PVC) 47.22 IE E n IE(S) 46.00 �, II I II I II ST-3 D STORMWATER VAULT (SEE SHEET 12A) 'I IE(E)(15"RCP) 45.00 I u ST-4 STORMWATER VAULT II Cp- (SEE SHEET 12A) IE(W)(15"RCP) 45.00 I n I u I u I u 48.51 I II r 11 48,93 ! II I11t14LF15� If I RCP 0 0.�0% f I1111111�1 II I MEG 0 ST- 5 CONST TYPE "P" MANHOLE FDOT INDEX NO, 200 TOP: 51.00 IE(E)(15"RCP) 45.02 IE(N)(15"RCP) 45.02 IE(NE)(6"PVC) 46.29 ST-8 CONST TYPE "D" INLET FDOT INDEX NO. 232 TOP: 49.15 IE(E)(15"RCP) 45.50 IE(W)(15"RCP) 45.50 IE(E)(6"PVC) 47.32 ST--9 CONST TYPE "C" INLET FDOT INDEX NO. 232 TOP: 48.85 IE(E) 45.50 IE(W) 45,62 PAVING GRADING AND DRAINAGE NOTES: 1. ALL HDPE PIPE SHALL BE ADVANCED DRAINAGE SYSTEMS,INC. N-12 OR APPROVED EQUAL. 2. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT ELEVATION. 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS PRIOR TO COVERING STORMWATER PIPING FOR INSPECTION. 4. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. 5. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. 6. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS. 8. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR LOCAL MUNICIPALITY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION WITH REGARD TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS---OF--WAY. 9. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA , SDR 35. 10. ALL DISTURBED AREAS WITHIN FDOT RIGHTS -OF -WAY TO BE SODDED. 1. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT---OF--WAY SHALL CONFORM TO: A. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2000),(AKA: STANDARD SPECS). B. FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS (JAN. 2000),(AKA: STANDARD INDEX). (1) COMPLIANCE IS REQUIRED FOR ALL APPLICABLE INDICES. C. "FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY PLANS PREPARATION MANUAL, VOLUME I, CHAPTER 2" D. FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW PAVEMENT REHABILITATION (1992). 2. ALL TRAFFIC STRIPES AND MARKINGS ARE TO BE LEAD-FREE, NON -SOLVENT BASED THERMOPLASTIC. THE PERMITTEE SHALL FURNISH THE DEPARTMENT WITH THE MANUFACTURER'S CERTIFICATION THAT THE THERMOPLASTIC IS LEAD FREE. 3. CALL LOCAL FDOT MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING PROPOSED WORK. 4. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FDOT INDEX 600. NOTE: I \1 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER, ST-10 CONST MODIFIED TYPE "J" JUNCTION BOX OUTFALI- CONTROL STRUCTURE TOP 50.00 IE(E) 45.47 SEE DETAIL SHEET 12 ST-1 1 CONST TYPE "2" CURB INLET FDOT INDEX NO. 210 TOP: 49.00 IE(W) 45.44 IE(E) 45.44 ST--12 existing curb inlet MODIFIED TO A TYPE 'J' ALTERNATE 'B' TOP FDOT INDEX NO. 200 top: 48.78 (existing) IE(W) 45.40 ISLAND ELEVATIONS 1 EL. 50.00 5 EL. 50.80 2 EL, 50.25 6 El. 50.55 3 EL. 50.50 7 EL. 50.30 4 EL, 50.75 8 EL. 50.05 NOTE: TOP OF CANOPY FOOTING TO BE 46.00 LEGEND EL ELEVATION TYP TYPICAL CO CI-EANOUT IE INVERT ELEVATION MEG MATCH EXISTING GRADE EXISTING ELEVATION PROPOSED PAVEMENT ELEVATION GRATE INLET MITERED END SECTION EXISTING SURFACE STORMWATER FLOW PROPOSED SURFACE STORMWATER FLOW -� DIRECTION OF STORMWATER FLOW ST PROPOSED STORM SEWER FFE FINISH FLOOR ELEVATION FBBCS FLORIDA BOARD OF BUILDING CODES AND STANDARDS (LATEST EDITION) RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE ST�1 STORM SEWER STRUCTURE_' NUMBER EROSION CONTROL ?,'. '::, : '• CONCRETE PAVEMENT --__HP _ HIGH POINT ---LP - LOW POINT OLIENT: 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 SITE ENGINE, pllrom�m�we GOUP. INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 SIGN TEAM MEMQER TITLE• __O" __ .. _ �.... 1 8/26/04 AND.. FDr NO, DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPEIRVISION OF: SEAL: VA44Aa JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY Ij Tq ERR - THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW LU D MODUL AR) 4200 SERIES HARMONY FRIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY 3a 90@=- US H WY 1 7-92 C.R. 46 A SANFORD, FL RF SCALE- 1"= 20' ALLI IANCE Z&DM: JB DATE: 7/06/04 BP REPM: DR DESIGNED BY: ALLIANCE PM: KEH JC DRAWN BY: WS PROJECT NUMBER: CHECKED BY:KEH 003-198.00 QRAWINQ TITLE: PAVING, GRADING & DRAINAGE PLAN SHEET NO-0 L� :rrn z uj 0' 20' 40' NOTE: CONTRACTOR TO VERIFY CLEANOUT LOCATION AND CONNECT 6"PVC. IF NO I CLEANOUT IS PRESENT, CONSTRUCT SA-24 I I O I it AS SHOWN IN SANITARY STRUCTURE DATA. I I SCALE: 1 = 20 I I 1-0 it I I I I! I 1 II 0 I I I o f I 11 a°$ I asphalt I I I I I 1 a O ..':, I N D1' 124" W 260.53' :. ••,:. I- !, > - UNDERGROUND- STORAGE- - - ___ ___ -- - __ - - _ ` _ _ - _ _ A - 24 6 LF 6" PVCuj VAULT 50.50' X 56.51' ^:,: 15 LF 6" PVC 0 1.007. SA-1 (SEE DETAIL SHEET 12A) 50 L ®61 QQC ® .0 SEE DETAIL 57 LF 6" PVC 1.00% - so$ I i(SA-6 THIS SHEET _. __ co co #UJ 1 1 /2" WM I; t , r�` A-1. I coSA-7 A-11 A8 A-1 (r.: 54 LF 6" PVC SA-1 1.0 SPAMOCO A _ ., �! = RETAIL FACILITY sA-1 0 11 LF 6 PVC 44'X96' SA- 1.00% 4224 PROTOTYPE A-19 SA-2 co a �! o FIFE 51.00 C SA-4 A-2 SA-2 I a 30 LF 6" VC i A-2 01.007.� I oaa°a I 0 O: r v. pV P b �• a' a I rrewi.r V' • �: 1 8 10 LF 6" VC uqp SA- m,a vo. 'o'd b•vo I ® 1.00% PR POSED I FIRE HY RANT,, r W/ 6 FIRE HYDRA T GATE VALVE I , I I I I I I I I I - � I I I I I I (2) 2" PRIMARYI� INSIDE SECONDARY PRODUCT PIPING(TYP) r� I I I f I^ _ ,t s. I `' ,Y • I t. a' I I I ILL ST .Q. LC I 3 STAGE I I SINGLE : :,.,.,;;; WALL FIBERGLASS __�_ _ _" JOC y PIPE HEADER TYP ;f; ;.o;vvo:'aL T ...:,, :N .-� 2" FRP TO VENTS SLOPE 1 /4" PER FOOT T ; BACK TO TANKS ,� ^ 'vo-o o,0� �1, • Yi•� oo,do0 ''( : j� � ?,00'4 'dp0o0 'rc ' °°000yo Ootlo09'. 4K ov ------------------------------------------------------------------------------------------------ FRENCH AVENUE (U.S. --- - RIG11! OF WAY VARIES existing 2" pvc - watermain CONNECT TO existing 2" pvc and INSTALL 2" ---�- GATE VALVE 2" X 2" X 1" TEE - 2" COPPER existing meter 1 " COPPER CONTRACTOR TO INSTALL 1" IRR METER AND OUC APPROVED BACKFLOW DEVICE FOR IRRIGATION SERVICE j TO IRRIGATION SYSTEM 1 1/2" WM SERVICE CONTRACTOR TO INSTALL 1h" WATER METER AND OUC APPROVED RPZ BACKFLOW PREVENTER FOR WATER SERVICE WATER CONNECT DETAIL NTS ZL SANITARY STRUCTURE DATA SA-1 SA-14 CONST CLEANOUT CONST CLEANOUT TOP - CONTRACTOR TO SET AT GRADE TOP - CONTRACTOR TO SET AT GRADE IE 48.25 IE 47.55 SA-2 SA-15 CONST CLEANOUT CONST 750 GALLON GREASE TRAP TOP - CONTRACTOR TO SET AT GRADE (TRAFFIC BEARING STRUCTURE AND TOP) IE 48.15 RIM - CONTRACTOR TO SET AT GRADE_ SA--3 IE (NW)(INLET) 47.83 CONST CLEANOUT IE (SE)(OUTLET) 47.58 TOP - CONTRACTOR TO SET AT GRADE SA-16 IE 48.05 CONST CLEANOUT SA-4 TOP - CONTRACTOR TO SET AT GRADE CONST CLEANOUT IE 47.94 TOP - CONTRACTOR TO SET AT GRADE SA-17 IE 47.80 CONST CLEANOUT SA-5 TOP - CONTRACTOR TO SET AT GRADE ZVTOOP NST CLEANOUT IE 47.61 --- CONTRACTOR TO SET AT GRADE SA-18 47.78 CONST CLEANOUT SA-6 TOP - CONTRACTOR TO SET AT GRADE CONST CLEANOUT IE 47.71 TOP - CONTRACTOR TO SET AT GRADE SA-19 IE 47,45 CONST CLEANOUT SA-7 TOP - CONTRACTOR TO SET AT GRADE CONST CLEANOUT IE 47.75 TOP -CONTRACTOR TO SET AT GRADE IE 46.95 SA-2000NST CLEANOUT SA-8 TOP - CONTRACTOR TO SET AT GRADE CONST CLEANOUT IE 47,85 P -- CONTRACTOR TO SET AT GRADE SA-21 v Ao 1 47.07 CONST CLEANOUT SA-9 TOP CONTRACTOR TO SET AT GRADE CONST CI EANOUT IE 48.00 �I w� ,°, TOP --- CONTRACTOR TO SET AT GRADE �f IE 47.22 SA-22 CONST CLEANOUT II I I 0 TR C N � TO SA-1a IE 47.85 II I u I� I u r ACTOR LOCATE &TAP 'EXISTING WATER MAIN 6X6 CONST CLEANOUT SA-23 ul � � - u I '° " II TAPPING I G VALVE V AND 'SLEEVE TOP P CONTRACTOR TOR T 0 SET AT GRADE E CONST CLEANOUT II I I € IE 47. 25 u I_ II I 4 I u o II TOP _ CONTRACTOR TRACTOR E TO SET AT GRAD_ E (I I u a I �I SA--11 IE47.92 II I I I I III I I V, II is CONST CLEANOUT SA-24I II u I I m if I II I u TOP - CONTRACTOR IE 47.30 TO SET AT GRAD E CONST TYPE � Po SEWER MANHOLE I I II TOP - CONTRACTOR TO SET AT GRADE i i � ii SA-12 IE O " 46.80 (PROPOSED 6) 4 II CONST CLEANOUT TOP - CONTRACTOR TO SET AT GRADE IE (S) (existing 6") II IE 47.35 I I I II SA-13 CONST CLEANOUT !1ll�li TOP - CONTRACTOR TO SET AT GRADE i IE 47.50 I I I 4'�. illlllll' NOTE: v v 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER, LEGEND 0 EXIST. UTILITY/POWER POLE --`--- W _---- EXIST. WATER MAIN EXIST. SANITARY MAIN ---_-- ;;I ----- EXIST. OVER HEAD WIRES -- ---- - ---- EXIST. UNDERGROUND TELEPHONE EXIST. UNDERGROUND ELECTRIC ® EXIST. WATER METER ® PROP. WATER METER d EXIST. SANITARY MANHOLE 0 c0 EXIST. SANITARY CLEANOUT ■ SAN PROP, SANITARY LINE SA 1 PROP, STRUCTURE NUMBER PROP. VALVE PROP. REDUCER © PROP. BACKFLOW PREVENTOR W PROP. WATER LINE PROP. STORM SEWER (SEE SHEET NO. 6) �co PROP. SANITARY SEWER CLEANOUT FM PROP. FORCE MAIN PRODUCT PIPING LEGEND GOLD UNLEADED G --- 8-----_ BLUE UNLEADED V --------- STAGE II VAPOR RECOVERY LINE FIRE PROTECTION NOTE THERE IS. AN EXISTING FIRE HYDRANT LOCATED APPROXIMATELY 25 FEET WEST OF THE NORTH PROPERTY. UTILITY NOTES 1. CONTRACTOR TO EXCAVATE AND PHYSICALLY VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND ADVISE THE ENGINEER OF RECORD PRIOR TO ANY CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH LOCAL MUNICIPALITIES UTILITIES DEPARTMENT. 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. 5. CONTRACTOR TO INSTALL PVC CONDUIT FOR TELEPHONE SERVICE (TO PROPERTY LINE) AND COORDINATE INSTALLATION OF SERVICE WITH VERIZON TELEPHONE OPERATIONS. 6. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. 7. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. 8. FLOOR DRAINS ARE TO BE DIRECTED TO THE GREASE TRAP. 9. SEE STANDARD TANK DRAWINGS FOR UNDERGROUND STORAGE TANK AND APPURTENANCES, PRODUCT PIPING, STAGE II VAPOR RECOVERY, DISPENSER, AND DISPENSER ISLAND DETAILS. PRODUCT PIPING NOTES 1. ALL PRODUCT PIPING TO HAVE A MINIMUM 1/8" PER FOOT SLOPE FROM THE UNDERGROUND STORAGE TANK UP TO THE DISPENSER. 2. PIPING SHALL COMPLY WITH NFPA-30, 1994 AND STANDARD FIRE PREVENTION CODE. CLIENT:bp ,F y t 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 SITE ENGINEER: DIII�SJPA�.N1' GROUP, MC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-•0512 FAX (8,13) 805--0313 FL. E.B. No. 7703 DESIGN TEAS EMBER TITLE; 9 6 4 3 2 1 REV 8/ _8/ 0-4 _ P ER SEMINOI-E COUNTY DFDoT N0. DAT E REVISION EVIS ON DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: �' /� ��i�V-'v 19IJ,G 3 0 29:04 JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CON D L �I �f�T1P.�TY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH UP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. 1JF1/ LOP ENT INFORMATION NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE AQDRESS: US HVVY 17-92 C.R. 46 A SANFORD,FL R F # SCALE 111= 20' ALLIANCE Z&DM: JB DATE: �1o6104 BP REPM: DR DESIGNED BY ALLIANCE PM: KEH JG DRAWN BY: WS PROJECT NUMBER: 003-198.00 CHECKED BY-KFH DRAWN G TITLE: UTILITY PLAN SHEET NO• 4 G� !2 UJ Lim�J 1 Jr t Fm s 9 1t F-- "'ii D} cz Ss Fmm Fm ry cc is cl) $b JP Cj sh Y1 Ti i r�t1 d� 0' 20' 40' SCALE: 1 " = 20' AVENUE (Usba HmmWY. mR, 15 & 600) R (.1 A—IY (:)gy WAY C -oN FDOT CLEAR SIGHT TRIANGLE FDOT INDEX 546 II -�--_ f. CALL 48 HOURS BEFORE YOU DIG r It's the LCAw 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. MATERIALS LIST QTY KEY BOTANICAL NAME COMMON NAME SPECIFICATIONS 29 LI Logerstroernia indica Crape Myrtle B/B, min. 14' Oah X 7'-8' spr., 4" dbh 23 QV Quercus virginiana Live Oak B/B, ruin. 10' Oah X 5'---6' spr., 2.dbh 194 VS, Viburnum suspensurn Sandankwa Vibrunum 7 gallon, 30" above finish grade, 30" o-c. 55 RI Raphiolepis indica 'Alba' Dwarf Indian Hawthorn 3 gallon, 30" o.c. SOIL Paspalurn notatum Bahia Sod Provide add alternate cost for St. Augustine 'Floratam' LANDSCAPE REQUIREMENTS LANDSCAPE DATA RIGHT OF WAYS BUFFER REQUIREMENTS 4 CANOPY TREES PER 100 LF REQ'D AND A CONTINUOUS HEDGE TO SCREEN PARKING AREAS, EAST - 15' BUFFER 1 TREE /50, 4 SUB TREE /100 LF AND CONTINUOUS HEDGE 260 50 = S (5) TREE., 260 /100 = 2.6 X 4 (10) SUB TREES NORTH - 10' BUFFER 1 TREE /50, 4 SUB TREE /100 LF AND CONTINUOUS HEDGE 200 /50 = (4) TREES 200 /100 = 2 X 4 (8) SUB TREES SOUTH - 10' BUFFER 1 TREE /50, 4 SUB TREE /100 LF AND CONTINUOUS HEDGE 200 /50 = (4) TREES 200 /100 = 2 X 4 (8) SUB TREES PERIMETER ADJACENT PROPETY NORTH - 5' BUFFER 1 TREE /50 LF AND CONTINUOUS HEDGE 260 /50 = (5) TREES WATER USAGE REQUIREMENT ALL PROPOSED LANDSCAPING MATERIALS ARE LOW WATER USAGE ONCE ESTABLISHED, HIGH WATER USE PLANTING MATERIALS = 0% MEDIUM WATER USE PLANTING MATERIALS = 0% LOW WATER USE PLANTING MATERIALS = 100% I/2" DIAMETER REINFORCED WR HOSE/ 6' MINIMUM 'LAGGING TAPE MARKERS SHALL BE STAKED USING #14 AND 2'WX36' PT S.Y. PINE ;ES DRIVEN -40—OW GF"— AT A kNGLE (AWAY FROM TREE). WE TOP 1/3 BURLAP ULCH LAYER ATER RETENTION SAUCER ROOT BALL SET -4' ABOVE GAF, WILL MIX (50/50 EMSTING SOIL/ LARY PEAT WITH EXTRA SAND) 1z" 2X 1z" -- EXISTING SUBGRAUE MIN. MIN. 120 DEG ALL TREES SHALLWITH BE WATERED IN THOROUGHLY I20 DEG A HIGH PRESSURE WATER NOZZLE AND PACKED WITH SOIL + TO REMOVE EXISTING AIR POCKETS AND TO PREVENT ' ^ / FURTHER TREE SETTLEMENT. 120 DEG PLAN TYPICAL TREE PLANTING N T TOG SCALE NOT TO SCALE CONTAINER PLANTS MUST BE SCARIFIED A MINIMUM OF THREE TIMES. PST TO BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS R BORE IN THE CONTAINER. TREE SHALL BE STAKED USING #14 WIRE AND 2"x2"x36" PT SYP STAKES (MIN.) DRIVEN WOW (MADE ALL WIRES TO BE MARKED WITH ORANGE FLAGGING TAPE. 3' CYPRESS MULCH LAYER 6'-12" TREE SAUCER FINISHED GRADE PLANTING HOLE TO HAVE VERTICAL SIDES PLANTING BACKFILL EXISTING SUBGRADE = X ::�j 2X NOTE- All TREES S44A 1 BF WATERED IN THOROUGHLY WITH A HIGH I PRESSURE WATER NOZZLE AND PACKED WITH SOU. TO REMOVE EXISTING AIR POCKETS AND TO PREVENT FURTHER TREE SETTLEMENT MULTI -TRUNK TREE PLANTING DETAIL 40T TO SCALE INTERIOR LANDSCAPING - 10 SF FOR EVERY PARKING SPACE PLUS 1 SF FOR EVERY 50 SF TOTAL VUA EXCEEDING 5,000 SF (25 X10 = 250) + (31,890 -- 5.000) / 50 = 538 SF 1 SHRUB/ 10 SF = 538/ 10 = 54 SHRUB 1 TREE PER LANDSCAPE ISLAND = 8 TREES ADDITIONAL NOTES ALL AREAS OF NEW PLANTING SHALL BE MULCHED WITH GRADE 'A' CYPRESS MULCH OR APPROVED EQUIVALENT AS MANDATED BY CITY OF SANFORD, AREAS NOT PLANTED WITH TREES. SHRUBS. OR GROUNDCOVERS SHALL BE SODDED. CONTRACTOR SHALL INSTALL NEW IRRIGATION :SYSTEM TO PROVIDE 100% COVERAGE TO ALL LANDSCAPE AREAS. REFER TO IRRIGATION PLAN AND SPECIFICATIONS. LANDSCAPE CONTRACTOR SHALL COORDINATE FINAL PLACEMENT OF TREES TO AVOID CONFLICTS WITH ALL UTILITIES. ° as per City of Sanford landscape code requirements. GENERA, LANDSCAPE NOTES: 1. ALL LANDSCAPE MATERIAL SHALL BE FLA. NO. 1 GRADE OR BETTER, AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANT,, PARTS I AND II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. 2. ALL SHRUBS SHALL BE A MINIMUM OF 30" HIGH AT THE TIME OF PLANTING AND SPACED NO GREATER THAN 30" ON CENTER, SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND SHALL BE FIELD ADJUSTED IF NECESSARY. 3. ALL REQUIRED SHADE TREES SHALL BE A MINIMUM OF 10' OVERALL HEIGHT WITH MIN, 3" TRUNK CALIPER AT TIME OF PLANTING. ADJUST TREE LOCATIONS AS NECESSARY TO AVOID UTILITIES, OBSTRUCTIONS, ETC. SEE MATERIALS LIST FOR EXACT SPECIFICATIONS. 4. ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET, 5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE 100% COVERAGE. SEE IRRIGATION PLAN. 6. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. ALL PLANTING SHALL BE MULCHED TO A 3" MINIMUM DEPTH, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS, AND RUBBISH. 8. VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS, REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS WHERE ENCOUNTERED. 9, CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING, SITE GRADING , AND ALL UTILITIES (INCLUDING WATER, SEWER, AND ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE A TROUBLE FREE INSTALLATION. 10. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES , AND PIPES MAY NOT BE AS INDICATED ON DRAWINGS, THE CONTRACTOR C. OR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MIDST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED BY HIM. 11. LANDSCAPE REQUIREMENTS ARE PER SECTION 24-3 (E), FINAL APPROVAL SHALL INCLUDE EITHER A LANDSCAPE INSPECTION CONDUCTED BY THE PLANNING DEPARTMENT (ZONING DIVISION) OR AS —BUILT CERTIFICATION LETTER FROM A QUALIFIED PROFESSIONAL THAT THE LANDSCAPING IS INSTALLED AND FUNCTIONING AS INTENDED. IF A PHYSICAL LANDSCAPING INSPECTION IS PREFERRED, CALL THE "CONNECT SYSTEM" AT 407--836-2825 AND USE CODE "270 TO REQUEST A LANDSCAPE INSPECTION, BE ADVISED THAT PHYSICAL INSPECTIONS WILL BE CONDUCTED ONLY ON TUESDAY AND FRIDAY. NO SET TIME CAN PROVIDED. SCHEDULES ARE SET AT THE START OF EACH DAY AND INSPECTOR HAS NO PHONE OR COMPUTER IN THE VEHICLES, 12. CONTRACTOR SHALL CALL SUNSHINE STATE ONE —CALL AT LEAST 48 HOURS PRIOR TO DIGGING. (1-800-432-4770). I LAYER FINISHED GRADE ANTING BAO(FII! ISTING SUB GRADE - - 2X .r SHRUB/ GROUND COVER PLANTING DETAIL NOT TO SCA1F_ 1. SPACING VARIES SEE PLAN/SCIIEDULE 2 PLANT SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE IN THE CONTAINER. 3, PLANTING HOG F SHALL HAVE WFSNTICAL SIDES. CLIENT: bpAi a, %�' +> f 0 01-V 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 SITE ENGINEER: AI ✓IIG?i/ j!R? ,&f1N_C. 5205 SOUTHLOTS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 Fl_, E.B. No. 7703 DESIGN TEAM MEMBER TITLE: PLANS PREPARED BY ri f0s ,} a'm` 40, MAM HARDEMAN • K1 MPTON &ASSOCIA 1BS Ltwdscape Arehitccts 2207 W. NORTH 'A' ST. TAHPA F: 3365% (M) 22-OW �nZL\ 0 REV PER SEMINOLE COUNTY 8/26/04 AND FDOT NO. DATE j REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: > JASON E. RINARD R.L.A. (FL Reg. No.: 01608) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC, CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCL05E THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ R MPD STARTER GATE CANOPY $IT,„_ ADDRESS: US H WY 17-92 C.R. 46 A SANFORD, A RE SCALE: t °- 20' ALLIANCE Z&DM: JB DATE: 6/22/04 BP REPM: DR DESIGNED BY: ALLIANCE PM: DRAWN BY: PROJECT NUMBER:�G 003-198.00 CHECKED BY: DRAWING TITLE: LANDSCAPE PLAN SHEET N0: 8 a aci a� Y F Z 0' 20' 40' i I) �1 SCALE: 1 " 20' i IL I II I I I I I II it a..� Ly I� uj l i 0 II II I u II I I 1 I L i i i II 4 L I I 26 !60.53' I„ u Lu 11 I .. `. ....-... - . A.PROPOSED IRRIGATION METER I x li I IJI`i' `"R(ii?JIJ.i �.STUri/`t;', BPAMOCO 1rP.,U� T 5t3 50 5 EDETPLu10c. 5 I )_ RETAIL � ACILITY 26 I V I 44'x96' - 4224 PROTOTYPE � ; • ,�' � FFE 51.00 PROPOSED IRRIGATION CONTROLLER7. '' I I AND RAIN SWITCH JV OO. 91 oP ?0. f' �' �.` ' E o o •Y p °'p0 b• may'. l r I = - - '� _ 2" S�L L� 277 SI 2" SL NEW 0 2 27 h 3 ' I o m z7 i asphalt I ^I N 01' 1'24" W r� Q `h '1 yr. I• 'A • "I is v I I ..y r +Iy 11 I I' I Y.: l' I - h I' 1A - I I aI= I' ;GAL'"TI NK: t' .�.PIPiRc I I�Y'r-+��-is:�::,K::.ar=q�,�;�trnr�•�'!�:r 4 -n.------ 1 I'. .1 0 o d o0 •t r I •.. y�'��''���� jo- 7 2/ ------------------------------------------------------------------------------------------------ FRENCH AVENUE lie 15 & 600) -- aicHr OF wav vnaies CALL 48 HOURS BEFORE YOU DIG It's the Law! 1-800-432-4770 SUNSHINE STATE ONE CALL Vr- rLVMLJM, 11N% , marker 24 I O I II 'ul I I ( u a ul I I II II I I f II i ul I I I II :Ill�i I I u •uI. I II 1 i n I II I S II I I t I I II I , II I I III I it I i II 1 I it I it I I II I I i I I I I I I it I I II I :III II I lul i I 117 I ii i I II / I !III I it I o:ab o'� i��R`Afl1Rl O F oVO°9'. s O 1 STATION NUMBER \22 GALLONS PER MINUTE VALVE DESIGNATION GUIDE IRRIGATION LEGEND. Q RAIN BIRD 1806 SERIES POP-UP W/ 15' NOZZLE (ARC AS NEEDED) © RAIN BIRD 1806 SERIES POP-UP W/ 12' NOZZLE (ARC AS NEEDED) 0 RAIN BIRD 1806 SERIES POP ---UP W/ 10' NOZZLE (ARC AS NEEDED) ® RAIN BIRD 1806 SERIES POP-UP W/ 8' NOZZLE (ARC AS NEEDED) ® RAIN BIRD 1806 SERIFS POP --UP W/ 15' STRIP NOZ. (ARC AS NEEDED) �► RAIN BIRD 1812 SERIES POP-UP W/ 15' NOZZLE (ARC AS NEEDED) 0 RAIN BIRD 1812 SERIES POP-UP W/ 12' NOZZLE (ARC AS NEEDED) 0 RAIN BIRD 1812 SERIES POP-UP W/ 10' NOZZLE (ARC AS NEEDED) W RAIN BIRD 1812 SERIES POP-UP W/ 8' NOZZLE (ARC AS NEEDED) m RAIN BIRD 1812 SERIES POP-UP W/ 15' STRIP NOZ. (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #4 NOZ (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #5 NOZ (ARC AS NEEDED) ® HUNTER PGP-ADJ PART CIRCLE_ ROTOR W/ #6 NOZ (ARC AS NEEDED) 0 HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #7 NOZ (ARC AS NEEDED) O HUNTER PGP-ADJ PART CIRCLE ROTOR W/ #8 NOZ (ARC AS NEEDED) RAIN BIRD PGA- 100 1 " REMOTE CONTROL VALVE TERMINATION POINT OF SPARE WIRE_ FROM IRRIGATION CONTROLLER POINT OF CONNECTION - 1" POTABLE WATER METER (28 GPM AT 60 PSI REQUIRED) WATTS 007M 1 QT - 1 " BACKFLOW PREVENTION DEVICE (CHECK LOCAL CODES) RAIN BIRD ESP-12LX+ HYBRID IRRIGATION CONTROLLER W/ HUNTER "WIRELESS RAIN---CLIK" (SEE IRRIGATION NOTES FOR INSTRUCTIONS) - �- MAIN LINE - SCH 40 PVC (UNLESS OTHERWISE REQUIRED BY LOCAL CODE) - SIZED AS INDICATED LATERAL LINE - PVC CLASS 160 - (UNLESS OTHERWISE REQUIRED BY LOCAL CODE SIZE D AS INDICATED D CATED NOTE: ALL LATERAL 0 SIZED SHALL BE 3/ 4 SLEEVI NG -PVC SCH 40 SEE IRRIGATIONSIZING) ( NOTES FOR IRRIGATION NOTES: 1. IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL VERIFY EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK. 2. ALL MAIN LINE PIPING SHALL BE BURIED AT A DEPTH TO HAVE A MINIMUM COVER OF 18". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF 12". 3. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL HOOK-UPS. 4. SUPPLY PIPING SHALL BE FLUSHED FREE OF ALL DIRT, DEBRIS, AND CHIPS PRIOR TO THE INSTALLATION OF THE BACKFLOW PREVENTOR. 5. SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS. MINIMUM SLEEVE SIZE SHALL BE 2". 6. 12" HIGH POP -UPS SHALL BE USED IN ALL SHRUBBERY AREAS. SUPPORT THE RISER WITH A #5 REBAR STAKE AND NYLON CABLE TIES. 7. ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES SHALL BE AWG SIZE 14, TYPE OF DIRECT BURIAL, SINGLE STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TIED TO THE BOTTOM OF THE MAIN LINE PIPE W/TIES AT 10' INTERVALS. WIRE BURIED IN TRENCHES W/OUT MAIN LINE PIPE SHALL BE INSERTED IN 1 /2" CL 160 PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16". 8. IRRIGATION CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTOR TESTED BY A CERTIFIED TECHNICIAN. 9. BACKFLOW PREVENTOR SHALL BE TESTED AT LEAST ANNUALLY. 10. REFER TO THE LANDSCAPE PLAN WHEN TRENCHING TO AVOID TREES AND SHRUBS. 11. ALL PVC PIPING FOR MAINLINE , SLEEVES AND RISERS SHALL BE SCH. 40. ALL OTHER PIPING SHALL BE CLASS 160 OR 200. 12. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" FLEX PIPE CONNECTION. 13. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND WALLS. 14. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. 15. IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM THESE DRAWINGS. THE AS -BUILT SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 16. ALL VALVES, GATE VALVES AND QUICK COUPLING VALVES SHALL BE INSTALLED IN VALVE BOXES. VALVE BOXES SHALL HAVE A MIN. 3" BED OF PEA GRAVEL. 17. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE AREAS. 18. ALL RISERS SHALL BE PLACED A MIN. OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. 19. EXACT CONTROLLER LOCATION TO BE COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 20. PROPERLY GROUND THE CONTROLLER TO A 5/8" X 8' COPPER CLAD GROUND ROD WITH AWG #6 BARE SOLID COPPER WIRE, ALL SPLICES AND CONNECTIONS TO THE 24 VOLT CONTROL WIRE SHALL BE MADE WITH KING TECHNOLOGY #6 WIRE CONNECTOR. 21. ALL_ PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH LOCAL CODES. DOUBLE CHECK ASSEMBLY TEST COCK-0 am _3 BALL VALVE-J I GALV. UNI FINISH GRADE - ' GALV. NIPPLE LENGTH AS REQ'D GALV. NIPPLE LENGTH AS, REQ D U7 -- GALV. ELBOW 1A -FROM P.O.C. TO IRR. MAINLINE - RACKFLOW PREVENTER PVC SCH 80 90 ELL 12 RECT. VALVE BOX z N z 00 FINISH GRADE WIRE CONNECTORS TO SPRINKLERS N z COMMON WIRE HOT WIRE �•,.__:_..-_$ a , o o s�3��' 00 000aoaQoa�a�^�,�`�, o, ash, RAINBIRD PGA SERIES VALVE 3" GRAVEL SUMP PVC SCH 80 NIPPLE PVC MAIN LINE SCH. 40 PVC FITTIN G CONTROL VALVE FINISH GRADE ---- -� RAIN BIRD 1806 POP-UP z OR PGP--ADJ ROTOR N KAF-FLEX PVC - HOSE - 18" MIN, SCH 4Q PVC STREET ELL SCH. 40 PVC TEE -I I - PVC LATERAL LINE POP-UP TURF SPRINKLER NYLON TIES dT MATERIAL RAIN BIRD 1812 HIGH -POPS -- OR PGH-ADJ ROTOR LFINISH GRADE ¢-#5 REBAR STAKE SCH. 80 NIPPLE-- LENGTH /�$ REO D �y I 1' MIN. 2�I I(3E.1 ow OF -FLEX PVC '-»- w VI AUL HOSE - 18 MIN. SCH 40 PVC COMB. ELL SCH. 40 PVC TEE -1 L__t PVC LATERAL LINE HIGH POP-UP SHRUB SPRINKLER _CLIENT: bp 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 SITE ENGINEER Pxox; OPALcGzRDiUP,4f1_NC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE' PLANS PREPARED BY HARDEMAN • KEMPTON & f1 SSOCIATES Landscape ATclutects 2207 X NORTH 'A' W. 7 4T MPA FL 3.*000 E2L8-0098 tt � 9 7 0 i A i 1 NO. 1 DATE RE VISION DESCRIPTION 0 PREPARED UNDER THE DIRECT SUPERVISION OF: STEAL: d JASO E. RINARD R.L.A. (FL Reg. No.: 01608) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENT1ALITY STATEMENT• THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. Q ELOPMENT INFORMATION' NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W1 8 MPD STARTER GATE CANOPY SITL ADDRESS: US HVVY 17-92 C.R. 46 A SANFORD,FL RF # SCALE: 20' ALLIANCE Z&DM: JH 1"= DATE: 6/22/04 BP REPM. OR DESIGNED BY: ALLIANCE PM: JC DRAWN BY: PROJECT NUMBER: CHECKED 13Y: 003-198.00 DRAWING TITLE: IRRIGATION FLAN SHEET NO: 9 1 h" 0" FC-5 WEAR COURSE SUPERPAVE ASPHALT BASE COOS[ TACK COAT BASE PRIME COAT SUB —GRADE \\ ASPHALT 3/4" TYPE EC---5 W/GROUND -FIRE RUBBER ASPHALT 3 1 /2" TRAVEL LEVEL "C" SUPERPAVF_ ASPHALT BASE 10" LIMEROCK LBR '100 COMPACTED TO 98% OF AASHTO T-180—MODIFIED PROCTOR SUB —GRADE 12" STABILIZED SUB —GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 FDOT ASPHALT PAVEMENT SECTION ASPHALT WEAR COURSE 6 ASPHALT BASE COURSE TACK COAT PRIME COAT BASF_ SUB—GRADE\�\ ASPHALT 1" -TYPE S-1 ASPHALTIC CONCRETE ASPHALT 1-1/2" TYPE S-1 ASPHALTIC CONCRETE BASE 8" L IMEROCK LBR 100 COMPACTED TO 98% OF AASHTO T-180--MODIFIED PROCTOR SUB —GRADE 12" STABILIZED SUB —GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 TYPICAL ASPHALT PAVEMENT SECTION N.T.S. CONCRETE 4 ° a q SUB —GRADE \� \\ \\ \\ CONCRETE 8" THICKNESS 3,000 PSI WITH NYCON NYLON — 6 FIBERS & LAMBERT RB-64 CURING COMPOUND OR 6"x 6"— W1, 4 x W1.4 WWF SUB —GRADE 6" COMPACTED SUB —GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 R" CONCRETE TANK MAT SECTION NOT TO SCALE CONCRETE 1 . \\ \\ SUB —GRADE \ \� CONCRETE 6" THICKNESS 3,000 PSI WITH NYCON NYLON — 6 FIBERS & LAMBERT RB-64 CURING COMPOUND OR 6"x 6" W1.4xW1, 4 WWF SUB —GRADE 6" STABILIZED SUB —GRADE LBR 40 COMPACTED TO 98% AASHTO T-180 TYPICAL CONCRETE SECTION NOT TO SCALE 2" RADIUS d ° PROPOSED GRADE 4 co d 4 NOTE: CURB SHALL BE CAST OF 3,000 P.S.I. CONCRETE C" VERTICAL CURS NOT TO SCALE RADIUS iO 3 RADIUS 3/4" RADIUS � 4 • q' o 2- TYPE "F" CURS NOT TO SCALE HANDICAP & VAN ACCESSIBLE SIGN 0 1 SIDEWALK WHEEL STOP (TYP) PAINTED / BLUE HANDICAP SYMBOL PAINTED BLUE I b CA 6" WHITE STRIPE----111-----6" BLUE STRIPE 2" 12'-0" S OR 5/4 HOLE R=2 CAST OR RUBBED 12"± STOREFRONT C 5'-0" PLAN VIEW WHEEL STOP (TYP) PAINTED YELLOW _6" BLUE HASH MARKS 36" O.C. HANDICAP ACCESS AISLE 6" SINGLE BLUE STRIPE HANDICAP PARKI SIGNAGE AND MARKING RD-1022 11 /3/00 N.T.S. 6' #4 BARS, 18" LONG (TWO PER GAURD) BELSON RECYCLED PLASTIC CAR STOPS PAINTED YELLOW ® ST'D SPACES AND BLUE 0 H/C SPACES WHEEL STOP N,T.S. 1'--10" 12" ') 3/4" RADIUS e n •- ... - , d ° o CSC ..•o a c e • - .. 3° xl 3" VALLEY GUTTER NOT TO SCALE STRUCK JOINT I -- 6 •-{ t I 2" RADIUS a v , e VARIES, SEE ' e GRADING PLAN — ° 'Q -v CV a , PROPOSED GRADE 1 a a CONCRETE SIDEWALK _.� WITH 6xF> 10/"10 WWF b ; INTEGRAL CURS SIDEWALK N.T.S. WHEEL STOP (TYP) PAINTED YELLOW 10' (TYP) SIDEWALK FACE OF CURB OR EDGE OF PAVEMENT 12" WHITE REFLECTIVE SYMBOL ON REFLECTIVE BLUE BACKGROUND PARKING BY DISABLED BLACK OPAQUE PERM] FONLY —LEGEND AND F30RDER TOW -AWAY ZONEON REFLECTIVE & FINE UP TO$250 WHITE BACKGROUND HANDICAP SIGN VAN ACCESSIBLE FDOT INDEX No. 17355 "VAN ACCESSIBLE" SIGN THIS SIGN TYPICAL —EACH HANDICAP PARKING SPACE 3" GALVANIZED STEEL POLE Q 'y CONCRETE al I e 4 4L -1 °.a 12 HANDICAP SIGN RD-1022 11/3/00 N.T.S. 120' Max. 120, Max.'!` 30' Max. 30 M.ax, n 30' Max. A D D D D D E D D F D D A 1.51 5, 51 5, b, I +5'_�% 5, 5' Return Curb— /z / Rigid Structure; 6" Min. For -Turnouts *"F" Joinsl s) Required When Length Exceeds 30' SAWED JOINTS A 8 C 8 C 8 C 8 C 8 A TQ I Return Curb Rigid Structure; 6" Min. For Turnouts OPEN JOINTS EXAGGERATED SCALE LONGITUDINAL. SECTION SIDEWALK JOINTS JOINT LEGEND A- Z' Expansion Joints ( Preformed Joint Filler J 8- v' Dummy Joints, Tooted C- 4' Formed Open Joints 0- f Sow Cut Joints, 14' Deep (96 Hour) Max. a' Centers E- ' Saw Cut Joints, 1�* Deep (12 flour) Max. 30' Centers F- z' Expansion Joint When Run Of Sidewalk Exceeds 120' G- Cold Joint With Bond Breaker, Tooled NOTES FOR CONCRETE SIDEWALK ON CURBED ROADWAYS 1. Sidewalks shall be constructed in accordance with Section 522 of the FDOT Sfondard Specifications except for public sidewalk curb romp runs which shall be finished in accordance with Index No. 304. ?. Bond breaker material can be any impermeable coated or sheet membrane or preformed material having o thickness of not less than 6 mils nor more than 3. For public sidewalk curb romps see Index No, 304. d. For turnouts see Index No. 515. 5. Sidewalk shall be paid for under the contract unit price for Sidewoik Concrete (__ Thick ), S.Y. CONCRETE SIDEWALK IND_ FOR CURBED ROADWAY 1 OF 2 3/4" ELECTRICAL CONDUIT I "-SEE SHEET 15 PHOTOMETRIC �- PLAN FOR LIGHTING SPECIFICS —FACTORY PRIMED STEEL POLE TO BE FIELD PAINTED 4" BOLT PROJECTION MAINIMUM TO SUIT POLE BASE PLATE TOOLED GROUT EDGE �LEVELING NUTS 3/4" CHAMFER A I•—4--3/4"Ox32" LC ANCHOR BOLTS --PROPOSED GRADE #3 TIES @ 12" O.C. 4--#5 VERTICAL RE13AR EQUALLY SPACED. —3,000 P.S.I. CONCRETE f 1 30" SONO-TUBE AREA LIGHT RASE N . T. S. CI_IENT� �i'4xib' Y: :'�� , W , „v w 1323 BOND STREET SUITE 179 NAPERVILLE, IL. 60563 SITE ENGINEER: DEVELOPMENT GROUP. INC� 5205 SOUTH WIS AVENUE -TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 {-SIGN TEAM MEMBER TITLE: 11 ^— 5 3 L 1, 8 5 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: Mls' 3 _ZI194 ..0 JAMES M. WINTER, P,E. (FL Reg. No.: 18.313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIAL S UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT —INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ & 8 MPD STARTER GATE CANOPY SITE A)DRES S- US HWY 17-92 C.R. 46A SANFORD, FL RF#TBD SCALE: 1 .1_ 201 ALLIANCE Z&DM: TS DATE:6121104 BP REPM: DR DESIGNED BY: KEH ALLIANCE Phi: JC DRAWN BY: MRL PROJECT NUMBER: 003-198.00 CHECKED BY: KEH QRAWING TITI E:- DETAILS SHFFT N0: 0 D D An SEE NOTE 4 10 3/4" d, EXPANSION JOINT TO ENGINEER'S DETAILS SEE NOTE 3 CONCRETE SEE NOTE 2 ---- BEDDING LAYER 6" MIN 6" MIN>I `-SOIL NOTES: 1. IT IS NECESSARY TO ENSURE THE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR THE EXISTING GROUND CONDITIONS. 2. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS RECOMMENDED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CRACK CONTROL JOINTS ARE RECOMMENDED TO PROTECT THE CHANNEL AND THE CONCRETE SURROUND. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THETOP OF THE CHANNEL EDGE. 5. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR COMPLETE DETAILS. 8" TRENCH DRAIN N TS TRENCH WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS -. -- -- ----�� (3" MIN.) (SEE NOTE 8) FINISHED GRAD . ;_ - / W Q SEE NOTE .4 /�/ i u? V COMMON FILL PIPE' O.D. _N 12" (TYP.)�/ /� z /�- SELECT COMMON u 0 / FILL z - UNDISTURBED\/� u, w EARTH (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE COUNTY. 4. (*): 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. (12" MIN.) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE COUNTY RIGHT—OF—WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT—OF—WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TYPE B BEDDING AND TRENCHING DETAIL. (FIG, 100) SMH FRAME & COVER CHANNEL TO OUTLET NOTES: 1, PIPING THROUGH WALL AND INSIDE OF MANHOLE SHALL BE SCHEDULE 80 P.V.C.P., SOLVENT WELD. 2. MANHOLE SHALL BE 60" DIAMETER MINIMUM. 3. REFER TO STANDARD PRECAST MANHOLE DETAIL FOR GENERAL REQUIREMENTS. 4. PIPING LARGER THAN 12" DIA. SHALL HAVE EXTERIOR DROP CONNECTION ASSEMBLY, MADE ENTIRELY OF RESTRAINED JOINT DUCTILE IRON. 5. TOP PENETRATION OF FORCE MAIN ASSEMBLIES SHALL HAVE RESTRAINED CAP W/ 2" TAP, OFFSET TO TOP. DROP CONNECTION TO MANHOLE 2002-09 GROI PLAN TRAFFIC GRADE CONC RISER RINGS TRAFFIC LID 8" THICK (MIN) MANHOLES W/COVERS TO GRADE FLOW a cV � LIQUID LEVEL L N C\I 00 n. WALL STEEL #5 0 12" EW f H--20 TRUCK LOADING 4 LIFT EYES 4,000 PSI CONCRETE 28 DAYS TYPE II CEMENT SECTION 1. INTERIOR SHALL HAVE BITUMASTIC COATING ON ALL SIDES, TOP AND BOTTOM 2. PRECAST AND POURED —IN —PLACE UNITS SHALL HAVE SUFFICIENT STEEL REINFORCING TO INSURE STRUCTURAL INTEGRITY FOR H---20 LOADING. 3. INLET AND OUTLET TO BE A MINIMUM 6" DIAMETER. 4. MINIMUM HYDRAULIC CAPACITY SHALL BE 750 GALLONS. 5. GREASE TRAPS MAY VARY PER MANUFACTURER. CONSULT OWNER'S REP. FOR APPROVED EQUAL. GREASE TRAP BUILDERS FELT—\, CO PLUG & CO FITTING c a SDR 35 PVC PIPE-/ STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER SET TOP OF VALVE_ BOX TO FINISHED GRADE FINISHED GRADE x SEE NOTE 2 RESILIENT SEAT M. J. GATE VALVE WATER MAIN -- OR RECLAIMED MAIN 6" BEDDING ROCK USF 7610 HANDHOLE RING 8c COVER _ CONCRETE PAD 16" SQ X 4" THICK IN UNPAVED AREAS 4" ROCK BASE 45' EL 45' WYE CLEANOUT CONCRETE COLLAR IN UNPAVED AREAS (SEE DETAILS) ADJUSTABLE SCREW TYPE CAST IRON VALVE BOX (SEE NOTE 1) 2" LOCATE WIRE PIPE BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON o OPERATING NUT b t~i NOTES: 1. EXTENSIONS SHALL BE MANUFACTURED EXTENSION USED FOR VALVE BOX INSTALLATION. EXTENSION SEGMENT LENGHT DETERMINED BY O.C.U. INSPECTOR. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO COME UP TO I FOOT DEPTH BELOW FINISHED GRADE WITH TWO SET SCREWS OPOSITE OF EACH OTHER ON ACTUATOR. GATE VALVE AND BOAC DETAIL (FIG. 400) bw I 1323 BOND STREET SUITE 179 NAPERVILLE, IL. 60563 SITE ENGINEER: ;A140ff44eJPMa�41( OENXINO. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL, E.B. No. 7703 DESIGN TEAM MEMBER TITLE: 0 9 8 7 6 5 4 3 Q 8/26/04 REV PER SEMINOLE COUNTY AND FDOT NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: L AM 3 0 ,2004 JAMF_S M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. Sr NFO IDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOP EMI INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE ADDRESS: US H WY 17-92 S.R. 46A SANFORD,FL DIRT#TRD SCALE: Ili_ 201 ALLIANCE Z&DM: JB DATE: 6122104 BP REPM: DR DESIGNED BY: ALLIANCE PM: KBH JC DRAWN BY: PROJECT NUMBER: 003-198.00 CHECKED BY:MEH DRAWING TITLE: DETAILS SHEET NO: -r V) 71 a 4 00 rn c%) 0 0 i a a 54.00 -- ... ----.-._._.._ r - .. -----.-- - - -_.._--..__. -._ _.-.._..._- - _..... - - - - ---.i..---._....-.._-......--,--- ... 54.00 54.00 f - - ... _._ .. - - ---EXISTING-- - .. _. - -- -h - - - - ---- - -- .._..-_..._i - ---- ..._.. - ---- 52.00 52,00 52.00 ---- .__.I. _ _ -....ROAD.WAY..--- ._--...__..,_-----___..._...___... _._.--.._.__.__..-�_-----....__._..-----------..I____._--------_._._._____.-�---------.-_._.. ---__� _____ (SAN1A ST) 49.23 40136 _L.-_--___...__. _.__ ..__._ _-- _..._; 50.00 50.00 50.00 a._ I. 1 0! F ! 1 __ _...- _--..__ _f_ __._•___-.-_ .._._._ I i i 48.00 - -' ___-__.._-------- { -------------..__I-. ---- 48.0() 48.00 GONG. S/�W- - ...__...._.__._ I 1.-------------- - .-..._ -1---- -- - - -- 1 46.OD 46.00 _ ....__ _- - - 1----.__ . _ ._._ . 44.00-- _ ..1 _-. - _ __... __ . y.. _ ___.. _.._ _. _ _ __ - -- _ _ .. .__-- - ---- -!__ ..... __..__. ..._ .__._._ _ - -- _.._L__.. ___ _....-- 44, OU 44.00 42.00 42.00 f_-___ --._ _.__. ..L . i - __.._ _..._-_._.- _ SECTION A -A SCALE: 1 "=10' HORZ. SCALE: 1"=5' VERT. Y s.- 52.00 .. _ ..± .. - _ - - ._.... _ ......_ ..... _....._._...._ ._. _ - - _ ... 50.00 - _...}- 890 - ... -- 7 ?_.22 _-49.`00 ! 48.76E 2.0! y 48.76 iPRO ROA 46.00_..____i------__..._.._.__...-------.__.____._.__..__.____.p...-_.--- f .---------...___._.._ PRjOPOS D DRIVEWAY V�LLEY UT=FER PER ' .___-_._ FDOT IN )EX 0�--__._..__ __....___..l__.-.._....---...---....---.--..-_ i SECTION B-B SCALE: 1 "='10' HORZ. SCALE: 1"=5' VERT. A58 MOUNTING PAD (ELECTRICAL INSIDE CABINET) ELECTRICAL NEEDS ARE #12 WIRE (20 AMP, 1 PHASE) WITH GROUND. WEDGE ANCHOR BOLTS ARE '1/2-13NC X 3j" LG (4 REQUIRED) WATER STUB TO BE �" PIPE. WATER SOLENOID PORT CONNECTION IS I" NPT FEMALE. AIR-sery GROUP, LLC 1370 MENDOTA HEIGHTS ROAD MENDOTA HEIGHTS, MN 55120 800-247-8363 11` FRONT VIEW SIDE VIEW AS8 MOUNTING PAD DETAIL N.T.S. ROADWAY 4' 54.00 54.00 52.00 52,00 50.00 50,00 48.00 48.00 46.00 46.00 44.00 44.00 42.00 42,00 -UDS SECTION C-C SCALE: 1 "=10' HORZ. SCALE: 1 "=5' VERT. SECTION D-D SCALE: 1"=10' HORZ. SCALE: 1"=5' VERT. 8" LINTEL BLOCK -� STUCCO TYP, BOTH SIDES (TEXTURE & COLOR TO BE DETERMINED) HORIZONTAL REINFORCEMENT EVERY OTHER COURSE PA 5' (MA, BAR CONTINUOUS TOP CELL FILLED WITH CONCRETE TOP OF WALL #4 TO PAIR NTH L BAR WITH 36d LAP SPLICE FILL REINFORCED CELLS a i EXIST. GRADE PROPOSED GRADE t #4 L BAR 32" O.C. I �2 8" #4 BARS ® 18" OC 3." 1 - 2 -0' "I 3 - #5'S CONTINUOUS SECTION A -A EXPANSION JOINT EXPANSION JOINT EDGE OF FOOTER #4 ® END BLOCK OR AT THE PLAN POINT OF ALIGNMENT CHANGE MASONRY SCREEN WALL SEE PAGE 6 FOR LOCATION N.T.S. 54,00 52.00 50.00 48.00 46,00 44.00 42.00 54.00 52.00 50.00 48.00 46.00 44.00 42.00 PLAN 3'-6" OR 4'-0" w: a Q o.. e. p oD 4 SECTION WALL THICKNESS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM C-478 OR ASTM C-76, CLASS III, B WALL, MODIFIED WHERE THE ELLIPTICAL STEEL CAGE AREA IS TO BE PLACED IN THE CENTER ONE-THIRD OF THE WALL. BOTTOM SLAB REINFORCEMENT SHALL BE #4 BARS AT 9" CENTERS BOTH WAYS WITH 2" CLEARANCE TO THE TOP OF THE SLAB. STRUCTURE BOTTOM TYPE "P" 3'-0" . o 4 U ° aCfl q 3 2 1/ 2 1 /4,. Ja' 2'-0" 6" 2'-3 5/8" PLAN STEEL GRATE 3'-0" H-20 LOADING 3 3/4" 3 3/4" ALTERNATE FRAME 7 CAST IRON GRATE _ H-20 LOADING n ` dal e NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. ^4 ' BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS CO 12" q ° CTRS NTH 2" COVER. a MAXIMUM DEPTH FOR THIS STRUCTURE IS 13', 6" (MIN)^F 2`-0" 6" (MIN} MAXIMUM PIPE SIZE FOR 2'-0" WALL IS 18" CONCRETE PIPE. MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE. -cn ° ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4". SECTION CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478, MANHOLE RING AND COVER 10 GA. ALUMINL SKIMMER ATTAC TO WALL (ST-10) FDOT MODIFIED JUNCTION BOX TYPE "J" WITH TYPE III RING AND COVER FDOT INDEX 2001, 201 SECTION E-E NTS MER MANHOLE AND COVI 10 GA. ALUMINUM SKIMM ATTACHED TO WALLI-- INLET 15" RCP EL=123.00 15"RCP - IE 123.00 T FDOT INLET TYPE "C" INDEX No. 232 N.T.S. PLAN TOP EL = 50.00 15"RCP E L= 48.00 WEIR EL=47.45 = 45.47 SECTION F-F MANHOLE RING AND COVER STEEL GRATE FI-20 / LOAD RATING; TOP OF SKIMMER E L= 49.00 TOP OF WEIR BOT OF SKIMMER EL=124.15 T OUTLET 15" RCP EL=45.47 QLINT: b 4F 1323 BOND STREET SUITE 179 NAPERVILLE, IL. 60563 SITE ENGINEER: DEYEl.OPMENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE_ 1l As / / ZL 5 As - NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: 961r"vw DAMES M. WINTER, P.E. (FL Rey. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP, ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ & 8 MPD STARTER GATE CANOPY ,SITE AU RFSS: US HWY 17-92 S.R. 46A SANFORD,FL RF#TBD SCALE: AS SHOW1 ALLIANCE Z&DM: Ja I DATE: 7IO61O4 BP REPM: OR DESIGNED BY: ALLIANCE PM: KEH JC DRAWN BY' ws PROJECT NUMBER: 003-198.00 CHECKED BY- K H DRAWING TITLE: DETAILS SHEET NO: 12 m �mr F_ . = I ► er 15" RCP IE 45.00 0 O TOP OF WALL 1 j TOP OF WALL1 1 74 .11 49.00 TOP OF WALL I 1 49. 8 3 ( r-----__- ____-_--------------- '77 -----___------__- - -- -&- -- _�_---- -- II II r/ E ,�r,,f 4x 4' x 4ONCRETi I SPLASH PAD, INV=45.01 III jIII WITH 6CURWITH 3 1iI NOTCHES 12" O.G. ,1I1l#I H-20 RATED MANHOLEi RING COVER 1I hr. I II r I COARSE AGGREGAT Eg 4TO 1j" GRANITE I OVER FILTER FABRIC I I t; 1I �11I ir+i I IIII II 1�I ` 4', 7 ' x'yr IIII III %a'r. IIII 1II F r , tr }�Zk,2 f 1II1i ' sa 0 �� l ®pa �II111III � � III1 s�r �`{, _{ r,Iali�#Yrf}j iIIII1I `� 1 t r0 � I1 1II r4 r�F 4" COARSE AGGREGATE TO 14" GRANITE OVER FILTER FABRIC Y. I ,'t/`'3 `s I II •�rfY/("f" �1III �hI�111#lt{;t Jrf /;i �r�F ,1' �I ,�r rr 2 -4" COARSE AGGREGATE ,7f ; I1III 14" GRANITE ` 8 OVER FILTER FABRIC I � rY/1} !°$ti >�•Ira.T Fs Y°< ..rF i '�'3/�y,5',1'f�!2 /LI 1i t- �,�J�y,- rrj FV !�/t'Y#ty-i ,` 4- J H-20 RATED MANHOLE RING r & COVER 1ty�1i4�r!I+'}1�'{l{(�1 J{7th 1 Y-G)` S rII ,("' 4' x 4' x 4' CONCRETE .•'s 5' u SPLASH PAD, INV=45.00 ''r`Y 12PVC IE=45.00 r>I) WITH 6" CURB, WITH 3" ,F 11II1"II1 '1Fi- NOTCHES12" O.C. ` ....__--�`L-i.i- °,!r, '"-----------^---__...._-------__.-, Y`�ttirS,rr�`�'�r,`i✓tri� . "r�. --^----"-----__-_._---^-.._`_------------_-.__----^^----__..__ 3r�"7!r TOP OF WALL 49 07 . 1+E, r . III11I11IIII OP OF WALL TOP OF WALL 9.21 Q 0 H-20 RATED MANHOLE RING L--_ _4i --_ -&-COVER----------- -------- ----------- -------------------15" 1IIjII 0F' LE 45.00 z 27.25' 27.25' 56.51' PROPOSED ASPHALT 1. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR THE STORMWATER VAULT, INCLUDING TOP SLAB BOND BEAMS AND ADDITIONAL WALL OR BOTTOM SLAB REINFORCEMENT AS REQUIRED. 2. WALL REINFORCEMENT SHOWN DOES NOT INCLUDE ALLOWANCE FOR CONNECTION OF TOP SLAB. CONTRACTOR SHALL SUBMIT SIGNED & SEALED DESIGN DETAILS FOR WALL REINFORCEMENT AND BOND BEAM BASED ON TOP SLAB SYSTEM PROPOSED. 3. THE CONTRACTOR'S BID FOR THE STORMWATER VAULTS SHALL INCLUDE EXCAVATION, DEWATERING, PRE --CAST SLABS, DESIGN & DRAWINGS, ADDITIONAL CONCRETE REQUIRED FOR LEVELING 'THE "TOP TO FINISH GRADE AND ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED TO CONSTRUCT THE STORMWATER VAULTS. 4. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO PROJECT ENGINEER FOR REVIEW. PLAN STORMWATER VAULT NTS 1 f v LdYI L-1I I BOTTOM E •TOP WALL (VARIES) TOP FOOTER EL. = 43.67 SECTION C-C NOT TO SCALE LL SOLID WITH 4" MAX. CONIC. SLAB (3000 P.S.I.)- TOPPING W/6x6 - W2.1xW2.1 WWF TYP. #5 ® 12" O.C. 8" TYP. #5 VERT. X 15'-10- 0 12" O.C. X (5'-10") I ira N 1 a II) . TYP. #S FRT.. X Ll�_-2" ® 12 O.C. - V 2 #6 DIAL. TOP (x4) X 4'-0" LONG 2' 3.68 RATED MANHOLE RING & OCOVER 2" PVC I BOTTOM EL=45.00 v TOP FOOTER EL=43.67 COARSE AGGREGRATE SECTION D-D NTS SECTION D-B NTS PARTIAL SLAB PLAN NOT TO SCALE -4" MAX. CONC. SLAB (3000 1P^ Sl y TOPPING W/6x6 - W2.1 xW2.1 WWF Y ,,--#3 BAR CONT. /-#4 BAR CAST IN BEAM AT 3'-4" O.C. PROPOSED ASPHALT /-PAVEMEN I- 3 ' BOTTOM EL=45.00 TOP FOOTR EL=43.67 10" PRECAST j HOLLOWCORE CONC. SLAB \ 8"x16" TO 8"x26" CONC. TIE13EAM 8" W/2 #5's CONT. TOP & BOTTOM I TYP. #5 VERT. X.5'-10" 0 16" O.C. X (15'-10") #3 TIES 0 16" W/2 #5's 30"x3O" CORNER BARS AT EACH CORNER - o o I (O FILL ALL CELLS W/ 3000 P.S.I. CONC. TYP. #5 VERT, x 14'-2" ® 16" O.C. vi - _✓�' ter' _ 7„ - I I --I , I I, ;III- TOP FOOTER COARSE _ EL. = 43.67 '�, •4 • , ::,..• ' AGGREGRATE11= #5 ® 14" O.C.77 4-#5 CONTINUOUS BLOCK WALL 10" PRECAST HOLLOWCORE CONC. SLAB 12N16" TO 12"x26" CONC. TIEBEAM W/2 #5's CONT. TOP & �I BOTTOM #3 TIES 0 16" W/2 #5's 30%30" CORNER BARS AT EACH CORNER 3000 P.S.I. CONC. -TYP. #5 Cgs 4" O,C, TOP FOOTER EL. = 43.67 COARSE AGGREGRATE 4-#5 CONTINUOUS TYP. #5 FRT.. X I4'-2" 0 4" O.C. #5 @ 14" O.G. 7 12" CONIC. WALL tj ',\---.QO � 12" PVC TYP OF 5) I.- _V SHW=44.00 - . =1 I I=1► I--, I 4" MAX. CONC. SLAB (3000 P.S.I.) 49.96 `TOPPING W/6x6 - W2.1 xW2.1 WWF BOTTOM EL � 45.00 4" COARSE AGGREGRATE SECTION A -A NTS STRUCTURAL SLAB (HS-20 LOADING) (CORE SLAB AND LEVELING COARSE) 49.77 10' 48.60 CLIENT: ,3 0.'. ik p f ,Fr��J ter 2475 NORTHWINDS PARKWAY, SUITE 400 ALPHARETTA, GA 30004--2231 SITE ENGINFLR• GROUP. INC. 4929 BAYSHORE BOULEVARD TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM ME BER TITLE: Q 9 8 5 4 NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: f:IUG 0 2004 3 JAMES M. WINTER, P.E. (FL Reg. No.: #18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CONFIDENTIALITY STATEMENT THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEDGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP, ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION: NEW BUILD (MODUL Ali) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY ,SITE ADDRESS: US HWY 17-92 C.H. 46 A SANFORD, FL RF SCALE: N.T.S. ALLIANCE Z&DM: JB DATE: 7/06104 BP REPM: DR DESIGNED BY: KEH AL LIANCE PM: JC DRAWN BY: WS PROJECT NUMBER: 003-198,00 CHECKED BY:ITM DRA ING TITL VAULT DETAILS SHEET N0: LAIrlU IAAF)A nT cI C[• Trn kIA-rnl I 110 22 CA- GALVANIZED STEEL DECKING TYPE NS. MANUFACTURED BY: UNITED STEEL DECK INC. OR APPROVAL EQUAL PLAN VIEW SCALE: NTS 12' SEE OWNER REPRESENTATIVE FOR DOOR LOCK SPECIFICATIONS r s s qA 1/2" CANE BOLT AT EACH GNI'E• 2"x2"x3/8" METAL ANGLES 1 "0 EMBEDDED PIPE SLEEVE IN CONCRETE MITER CORNERS AND COPE TO ACCEPT BOLT. ANGLE BRACING. FLUSH ALL SEE CANE BOLT DETAIL WELDS SMOOTH. PRIME AND PAINT FRONT ELEVATION SCALE: NTS 12'-0" � u n u u u u n n _jL____ n u n n n u u u n _�=L =�� r-��- �-�4 =fir=rr-1L -II JL 11 It 11 11 II II II a o s; - �� _ - ir- 1- ir� fir- r Ir- .`Ir_ It 11 n II it 11 It It 11 u u a n 11 53 Ii II II n II II II II -; 11 11 11 II 11 II 11 11 u u n n n n u u n -'a+c.-.��.-r,:.dbe.lr- .I.n ..,..-..•lS:.-zar II_.,- III>f,..�� u u u u 11 n a II - 11 n 11 11 n II 11 II II 11 11 11 11 II II II I, II 11 it II II 11 II fl !1 20 GAUGE METAL CAPCOLOR TO MATCH PARAPET CAP ON BUILDING HIGH IMPACT EIFS TO MATCH BUILDING 3" CMU WALL #5 DOWEL, PLACE TO MATCH VERTICAL RFBAR SPACING #5 CONT, (TYP) 6" CONCRETE SLAB WITH 6x6 10/10 WWM TRASH ENCLOSURE ELEVATION (INTERIOR) SCALE: NTS #3 x 2'-0" DOWELS Q 12" O.C. (EXTEND 1'-O" EA. SIDE). CONC. RAMP 2% SLOPE---� ADJACENT CONCRETE PAD C, '4 Yx t m $+ 3y I 1 gg LEAVE 2X4 K#3 STIRRUPS EY C� 12" O/C ON GRADE BEAM FOR RAMP SEAT RAMP DETAILS SCALE: NONE HOLD REINFORCING IN POSITION AT INTERVALS OF 96 DIA'S (MAX,) WITH "REBAR POSITIONERS" AS MANUFACTURED BY AA WIRE PRODUCTS OR EQUAL (MIN. OF 2 PER BAR.) ALL REINFORCEMENT SHALL BE ANCHORED IN POSITION P 22 GA. STEEL DECK 2x2x5/16 METAL ANGLE FRAME t 1 (np) 1/2" DIA., 18" LONG CANE POLE 2 1/2 x 2 x 1/4 METAL ANGLE, WELD _ TO PLATE (TYP. OF 2) 1 _<�-METAL ANGL E1/2 x 1/4 i ' WELD TO PLATE I N 1/2" DIA., 1" LONG PROJECTION, WELD TO CANE BOLT r, x 12" PLATE, BOLT TO CATE FRAME USING 3/8" DIA. BOLTS (TYP. PAINT ALL METAL WITH (1) COAT RUST INHIBITOR ELEVATION CANE BOLT DETAILS SCALE: NONE TO PLACING GROUT. RIOR NOTE:VERT. REINF. EL POST FULL HEIGHT SPLICE VERTICAL BARS WITH OF WALL MECHANICAL COUPLERS WHICH, lIGH IMPACT EIFS DEVELOP 125% OF ASTM SPECIFIED YIELD STRENGTH, OR 48 0 LAPS. CELLS CONTAINING (LAP WITH FOOTING DOWELS 12" STL. ARE FILLED MIN.) -' W/GROUT; VERT. CELL REINF. CENTERED IN SHOULD PROVIDE A CONT. CAVITY FREE OF BLOCK CAVITY (U.N.O.) MORTAR DROPPINGS HORIZ. & VERT. AND AT LEAST 3"X4" IN SIZE. AT TOP OF REINF. PER INTERMEDIATE GROUT SYMBOL,y- LOW LIFT -GROUTING TECHNIQUE, GROUT IS PLACED IN LIFTS TO 5'-0" MAX. f. LIFTS, HOLD GROUT 2" i BELOW TOP OF BLOCK ,,, ''MACE MORTAR ON CROSS \ / WEBS ADJACENT TO CELLS WHICH WILL BE GROUTED, TO PREVENT LEAKAGE S-STD. LADDER TYPE 9 GA. JOINT REINFORCING AT 16" O.C. REINFORCED CONCRETE MASONRY DETAIL SCALE: NONE SECTION 6 3/4" -3" DOUBLE EXTRA STRONG PIPE LIGHT BROOM FINISH 6" u CONC SLAB WITH REINFORCING •"3 - MESH 6x6 -10/10 WWM � c" .: � f Ito �^� . Its, .? 4" COMPACTED CRUSHED STONE. fj 20"x2O" CONCRETE FOOTING y, TYPICAL t � -- r � - � POST _ AIr- _. SCALE: 1/2" CONCRETE CAP AND FILL 4"0 x 7' CONCRETE FILLED, STEEL BOLLARD PAINT SAFETY YELLOW. cS) I BROOM FINISH 3/8" EXPANSION JOINT (TYP) AND TROWEL JOINTS f0 MATCH CONCRETE PAD VARIES TO S M ms 9 II Y <J 4P I•� • ' 1 }6 5 J b I I ��. � � td i g 16" Ox 3'-0„ DEEP CONCRETE FOOTING STEEL BOLLARD POST DETAILS SCALE: NONE CMU UNIT TO BE GROUT FILL-ED. STANDARD WEIGHT 3 1/2" STEEL PIPE TO BE WELDED TO THE METAL GATE_ PIPE TO ENCASE GREASED DOWN DOUBLE EXTRA STRONG 3" STEEL PIPE INTERIOR PIPE TO BE GROUT FILLED POST TO BE FLUSH WITH ACM GATE HINGE PLAN SCALE: 3" = 1 ' -0" NOTE: DESIGNED IN COMPLIANCE WITH S.B.C. 97, SECTION 1606. CLIENT* I 1323 BOND STREET SUITE 179 NAPERVIL L E, IL. 60563 SITE ENGINEER . NC 5205 SOUTH L OIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL.. E.B. No. 7703 DESIGN TEAM MEMBER TITLE L2\ 5 Z - NO. DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: JE`.A A Q � nIE UERR,, WIN P.E. (F'L Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. CON I F TIALITY STATEMENT THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. QFVELO�' NT INFORMATIgLV, NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HANDED BUILDING W/ & 8 MPD STARTER GATE CANOPY SITE ADDRESS���/ ry US H N11 I 17-92 C.R. 46A SANFORD, FL RF#TBD SCALE: i"= 20' ALLIANCE ZLDM: JB DATE—: 6a22ma _ DP M: REP DR DESIGNED BY- K�H ALLIANCE PM: JC DRAWN BY: MRL PROJECT NUMBER: 003-198.00 CHECKED BY:KER DRAWINQ TITLE: TRASH ENCLOSURE DETAILS SHEET N013 n n WI I I I I I W CL II II I I fi II II II u u II ' II u II u u u it � ■ II Fm IIII II II II cn n II cj) II a II II II n II Q II u n u II II °Q II - II II II n u II Q II u n cl)II II � u II u u II II II n u if P7 - — — — — — — — — — — ----------- - - - - - - - - - - `\ r \ I I 11 1 1 11 II II II II II II II II II II ►I II II II II I I II I 11 �J i w Of Z 0 ■ w uj 0' 20' 40' 0- it l SCALE: 1"= 20' i i cop i Q I I) I I I II E 1 Q II El P g � I asphalt I i I II II I I I I MH° — N 011'24" W 260.53' i UNDERGROUND STORAGE .,,. z i I 1 I II I I: VAULT 50.50' X 56.51' -- I W II (SEE DETAIL SHEET 12A) ■ �r I II I I. I I� I tl II I II _ BPAMOCO II RETAIL FACILITY 44'X96' - 4224 PROTOTYPE 4+, ' II I II o i I BP BLDG SIGN(]) FIFE 51.00 30 BP OVAL SIGNif r�� g — — — — — — --1 0 *BP CONNECT' AD 2 STER SIGN ® ; Min � OF 4 if I u 0 0 0 0 0 0 L-� uu I u I 11 I I n ® I Sul I u ® I j III , II I I II I , II j it l i I� II IIIIl I II , II I J II II I 'r•+ I II I D.` I I I .1• I '1 .f II .1• r' do . f. ,f. I , I II I II N >i I P I I t1 II I r Ci � •^i' I Q. II I_ R.' I i.. � , . ID N I ti I I :N I I O . f'. I •4, I. I II ,.�_'•. ail.. t I : Y I IN I II I I I' I I II 1 .y ^Y II I I I: I I y, II II 1 I I I IM V�. • -1 III I It I y Q°•:�K'��.; , yf..,'. �� III I II I " I I ,` i , • ; �Q,�Q00, • C�rL'"TT 1,1�� •, ... ;,, ....`', I .III , n , .�"•'.^•�, I� III I II lDO `� ' ° u I MID SIGN j lh 10i ' II I O j II W uI , n FOE) e 4'-9" 11317 g 9'-4" ..I LIMITS OF S.F. AREA ®.MID SIGN AREA =50.0 SF Poll- AcWr4m m.s a: OV 000 'o e' oor000 O go f y. 0 000.0 1 Y oe a•`� '\' ' S' •` o e ° ,J• f b 00 00 O o o� 4' p'. ob a'b b l sees CCOO OA S • FRENCH AVENUE U.S. HWY. --------------------------------------------------------- --82 S.R 15 & 600) 17_ RIGHT of WAY VARIES ---- - BP TOWER SIGNO MUN I LLL-VA NUN CANOPY ELEVATIONS N.T.S. "BP CONNECT" LOGO SIGN i -- BP OVAL SIGN O BP OVAL SIGN O3 (ON BLDG SIDE) BUILDING FRONT ELEVATIONS N.T.S. `--- AD POSTER 17 18'-6" W ZI I 0 31 O tL l O =1 _OI DI I I LIMITS OF I S.F. AREA BASE FINISH TO I MATCH BUILDING I 10— W n.BP OVAL SIGN AREA = 35.4 S.F. j i� Ca Ion— ;,4 ri,f � �� VOWER SIGN L LIMITS OF S.F. AREA AREA = 26.0 SF p c o n n U2 BUILDING LOGO AREA = 41.1 SF _1 p 0 cV e c T LIMITS OF S.F. AREA/ ® AD POSTER AREA = 8.00 SF SITE SIGNAGE TABLE ALLOWABLE: BUILDING 96'X1.5' = 144 ONE SIGN PER CUSTOMER OPENING = 1 (ADDITIONAL) ® 50 SF CANOPY NOT ALLOWED FOR FUEL ISLAND CANOPIES MID SIGN 1 ® 50 SF HEIGHT 10' MAX MAIN) MID SIGN 1 ® 48 SF HEIGHT 8' MAX SECONDARY) SECONDARY NEEDS TO BE 300 LF FROM MAIN PROPOSED: BUILDING : US HWY 17-92 (FACE) BP TOWER ,O 1 ® 26.00 SF = 26.00 SF BLDG LOGO @ 1 @ 41.10 SF = 41.10 SF BP OVAL O 2 CAA 35.40 SF = 70.80 SF AD POSTER OQ 4 ® 8.00 SF = 32.00 SF = 169.90 SF <194.00 SF MID SIGN © 1 ® 50 SF = 50 SF =50 SF 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 Aoy :45j2Zxo DEVELi0P11ENT GROUP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805-0313 FL. E.B. No. 7703 DESIGN TEAM MEMBER TITLE NO. I DATE REVISION DESCRIPTION PREPARED UNDER THE DIRECT SUPERVISION OF: 1 4 SF SEAL: AUG 3 0 2004 JAMES M. WINTER, P.E. (FL Reg. No.: 18313 ) FOR AND ON BEHALF OF PROGRESSIVE OG ESSIV E DEVELOPMENT E T GROUP, INC. 0 CONFIDENTIALITY STATEMENT.• THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE ADDRESS: U S H WY 17-92 C.R. 46 A SANFORD,FL RF # SCALE: ALLIANCE Z&DM: 11= 20' JB DATE BP REPM: 7106104 DR DESIGNED BY: ALLIANCE PM: KEH JC DRAWN BY: PROJECT NUMBER: 003-198.00 CHECKED BY:KE DRAWING TITLE SITE SIGNAGE SHEET N0: 14 n h h n h n T� II II II II II II II II II i -e a v 3 Un 6 z 0' 20' 40' I I EXIST. POWER CO. POWER POLE; II FINAL LOCATION OF XFMRS TO BE SCALE: 1 " = 20' COORDINATED W/POWER CO. II I II I II II II 1;UNDERGROUND STORAGE VAULT 50.50 X 56.51' I�(SEE DETAIL SHEET 12A I li I: I 1 °II I d000ti '' I � I y 9 s.° Mir I/ x�.. ..... 0"m aEo 2 ui I asphalt _ N 01"�1'24" V11 PL #32 �7.r PNL "MDP" PL 41, PL #36 `` J ✓ .-- r 71 �, 7�(q- A►T IL ILITY 44'x96' 4.224 PROTOT`(PE PG #26 FFE 51.00 ( REFERENCE4 RISER / 8 DIAGRAM -SHEET 17 UG h d14—rf- • Mi• �•y •riW• o°P 9v d 0° 6 ✓� �, / d► , �— PAY PHONE; COORDINATE PL #35,39 REQUIRMENTS W/SUPPLIER PL 25,27,29 r 11 • / `NP CS C) q . IN . •0 0J I I I: PG #22� �''�• IC00 I I:� AIR/WATER STATION COORDINATE Ib 100 REQUIRMENTS W/SUPPLIER I•v) I: o ° ° w .-. n W n I II 0I I I `0 II II I I I II I I I it i II lu 0 II II Iouj �� II v I a II II II UJ Ile V% I I i II II u 1 I�•�. I II 1 1 � II I I II �I :III I II I� III I II II I � I II 1C : II 1 r I II I_a 1 II II (r II I I II I �- MOUNT ID/PRICE SIGN SWITCH ON BASE OF SIGN 11 . .,'�. �'. � :✓;... �on� � � ICI III I II /' ' ..,;.;°�.:,'.,.. �,� •-� ; �:.�.=:; � 1 III II IG TANK e'P.rOQn, GAL TN{4:,,•......; ..� / :.;' • i'11 PLAN ON SHEET 17 FOR CONDUIT `.,t'41 & WIRING REQUIREMENTS!� :' :` ''{'; ` a / I III I II `- RELOCATED LIGHT POLE; COORDINATE W/ POWER CO. FRENUH AVENUE PL #28,30 ,- :..... . r . D CE STREET SIGN r .o / �. rCOORDINATE REQUIREMENTS M. ��, '94, < W/SUPPLIER (lumnamble ii � ' � I I�� I I I i— ------------------�� I ��,� d;, i;u �I ail, ��� rl a �'� ;.d'� ovo) RIGHT OF VARIES 4Y � I IIII , W/ WITH LTG LIGHTING AFF ABOVE FINISHED FLOOR PX PANEL BOARD "X" CLG CEILING PB PUSH BUTTON ORS GALVANIZED RIGID STEEL PWR POWER GFI GROUND FAULT INTERRUPTING UNO UNLESS NOTED OTHERWISE XFMR TRANSFORMER OND GROUND KW KILOWATTS CWP COLD WATER PIPE HP HORSEPOWER MNTD MOUNTED JB JUNCTION BOX PS PHOTOVOLTAIC SYSTEM WP WEATHER PROOF IS INTRINSICALLY SAFE ESD EMERGENCY SHUT DOWN EC ELECTRICAL CONTRACTOR TBB TELEPHONE BACK BOARD CTR CENTER SA SURGE ARRESTOR BRKR BREAKER C CONDUIT CKT CIRCUIT ELECTRICAL LEGEND 3 20 �' SAFETY SWITCH, 30A, 3-PULE, FUSED 0 20A �.J JUNCTION BOX - SIZED PER NEC S SINGLE POLE SWITCH, 20A, 120/277VAC S z TWO POLE SWITCH, 20A, 120/277VAC -" HOME RUN CIRCUIT TO PANELBOARD CONDUIT SLASH MARKS INDICATE NUMBER OF WIRES; LONG -NEUTRAL, SHORT -POWER, X-GROUND L� PUSH BUTTON STATION - - UG - - UNDERGROUND PRIMARY DISTRIBUTION -- OH --- OVERHEAD PRIMARY DISTRIBUTION �- T -- UNDERGROUND TELEPHONE CONDUIT - - - - - CONDUIT BURIED CONDUIT CONCEALED POLE MOUNTED 250 WATT SITE LIGHT FIXTURE POLE MOUNTED 400 WATT SITE LIGHT FIXTURE POLE MOUNTED 1000 WATT SITE LIGHT FIXTURE 175 WATT MH WALL PACK LIGHT FIXTURE ❑ 175 WATT MH CANOPY FIXTURE GENERALNOTES 1 ALL WORK SHALL BE PERFORMED IN THE ACCORDANCE TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL ORDINANCES. 2 USE AWG #8 MIN. WITH THHN/THWN INSULATION FOR YARD LIGHT BRANCH CKT. CONDUCTORS. ALL OTHER FIELD ROUTED CONDUCTORS SHALL BE AWG #10 MIN. WITH THHN/THWN INSULATION UNO. 3 VERIFY ALL MECHANICAL EQUIPMENT SIZES PRIOR TO CONNECTION. ,el COORDINATE ALL INSTALLATIONS W/ OTHER TRADES. 5 SITE LIGHTING FIXTURES TO BE POLE MNTD, 400 OR 1000 WATT (AS DESIGNATED BY SYMBOL), METAL HALIDE FIXTURES UNO. FIXTURES AND POLES SUPPLIED BY OWNER FOR INSTALLATION BY ELECTRICAL CONTRACTOR. 6 CANOPY LIGHTING FIXTURES TO BE METAL HALIDE FIXTURES. FIXTURES ARE PROVIDED AND INSTALLED BY CANOPY SUPPLIER AND CIRCUITED BY ELECTRICAL CONTRACTOR. 7 ALL OUTDOOR LIGHTING INCLUDING SITE, SIGN, CANOPY AND SOFFIT SHALL BE CONNECTED THROUGH LIGHTING CONTACTORS PER INTERCONNECTION DIAGRAMS. 8 ALL ELECTRICAL CONSTRUCTION IN THE AREA OF THE GASOLINE DISPENSERS AND UNDERGROUND STORAGE FUEL TANKS SHALL BE PER NEC ARTICLE 514 AND NFPA-30A. IN ADDITION, CONDUITS ROUTED TO AND FROM THE DISPENSERS AND r TANKS SHALL BE GRS. 9 ALL INTRINSICALLY F I LL SAE S WIRING SHALL PER NECE E ARTICLE 504 AN AN I I L D S SA RP 12.6. IN ADDITION, r ( ) / < DD ON, SPECIAL (IS) WIRING REQUIREMENTS FOR THE UNDERGROUND STORAGE FUEL TANK LEAK SENSORS INCLUDE SEPARATION FROM OTHER WIRING VIA SEPARATE RACEWAYS (INCLUDING TROUGHS) WHERE PRACTICAL, OR PERMANENTLY ATTACHED, GROUNDED DIVIDER. 10 UNDERGROUND STORAGE FUEL TANK LEAK MONITOR PANEL REQUIRES AN EQUIPMENT GROUND WIRE AND A BARRIER GROUND WIRE BOTH OF WHICH SHALL BE TERMINATED ON THE GND BAR LOCATED IN THE CONDITIONED SUB -PANEL. 11 REFERENCE BP AMOCO STANDARD DETAILS & MANUFACTURER INSTALLATION MANUALS FOR GASOLINE DISPENSERS AND UNDERGROUND STORAGE FUEL TANK WIRING INTERCONNECTIONS INCLUDING EMERGENCY SHUT OFF REQUIREMENTS. 12 (STP) SUBMERSIBLE PUMP WIRING SHALL BE ROUTED IN SEPARATE RACEWAYS TO AVOID COMMUNICATION INTERFERENCE CAUSED BY HARMONIC DISTORTION GENERATED FROM THESE WIRES. 13 ALL EQUIPMENT SHALL BE LABELED. 14 FIELD VERIFY EQUIPMENT LOCATION PRIOR TO CONSTRUCTION. 15 COORDINATE TEMPORARY AND PRIMARY SERVICE W/ PROGRESS ENERGY FL; SUE FREYSER (407) 646-8364. 16 REFERENCE BUILDING PLANS FOR INTERIOR ELECTRICAL REQUIREMENTS. 17 ALL BURIED CONDUCT SHALL BE 0 A MINIMUM OF 24>r BELOW GRADE. 18 ELECTRICAL CONTRACTOR TO VERIFY 'THE AVAILABLE FAULT CURRENT W/ THE UTILITY CO. AND MAKE EQUIPMENT PROVISIONS AS NECESSARY. 19 ELECTRICAL CONTRACTOR SHALL REFER TO OWNER SPECIFIC ELECTRICAL PLANS AND VERIFY ELECTRICAL SERVICE FEEDER AND EQUIPMENT SIZES AND RE -ADJUST PER NEC AS REQUIRED. 20 ELECTRICAL CONTRACTOR SHALL INCREASE WIRE SIZES AS REQUIRED TO MAINTAIN VOLTAGE DROPS 0 A MAXIMUM OF 3% 21 COORDINATE TELEPHONE SERVICE REQUIREMENTS W/ TELEPHONE CO. 22 EC SHALL COORDINATE W/ BUILDING ENGINEER & VERIFY THAT THE CONTROL CONTACTS ARE RATED FOR 30AMPS. SITE PLAIN KEYED NOTES 20 C-STORE SERVICE LATERAL, (2)-4"C EACH CONTAINING 4-#700KCMIL. COORDINATE W/ POWER CO. O POWER CO. PEDESTAL AT BASE OF POLE FOR SPLICING SERVICE LATERAL BY POWER CO. (2)-2"C. W/ PULL STRING FOR TELEPHONE SERVICE. COORDINATE FINAL ROUTING AND REQUIREMENTS W/ TELEPHONE 0 Co. 4 OTELEPHONE SERVICE POINT STUB UP 6". VERIFY FINAL LOCATION WITH OWNER. 5 OSTUB UP 6" AND CAP. VERIFY FINAL LOCATION WITH TELEPHONE CO. 6 1 "C W/ PULL STRING FOR PAY PHONE WIRING. COORDINATE REQUIREMENTS WITH TELEPHONE CO. 7 PUMP CONTROL PANEL ESD PB W/ MUSHROOM HEAD & PUSH/PULL MAINTAINED OPERATOR. REFERENCE BUILDING PLAN EQUIPMENT SCHEDULE ON DWG E.1.2 0 3--#12 & 1-#120ND %-`C. ROUTE TO DISPENSER/PUMP CONTROL PANEL. COORDINATE INTERCONNECTION REQUIREMENTS W/ PANEL SUPPLIER. 9 NEMA 3R CT CABINET. COORDINATE REQUIREMENTS W/ POWER CO. 1U C--STORE POWER METER. COORDINATE REQUIREMENTS W/ POWER CO. 0 (1) 1" CONDUIT SPARE HOMERUN FOR FUTURE SOLAR. ROUTE TO ADJACENT DISTRIBUTION EQUIPMENT. 0 (1) 1" CONDUIT SPARE & (1) 1" CONDUIT FOR CANOPY LTS. ROUTE TO DISTRIBUTION EQUIPMENT. (�) (1) 1" CONDUIT HOMERUN FOR LED DIGITAL PRICE SIGN & (1) 1" CONDUIT FOR MUZAC. ROUTE TO MANAGERS OFFICE. 0 (1) 1" CONDUIT SPARE & (1) 1" CONDUIT FOR CANOPY SIGNS. ROUTE TO DISTRIBUTION EQUIPMENT. CLIENT: blil a� s i4t� x � r 1323 BOND STREET SUITE 179 NAPERVILLE IL. 60563 SITE ENGINEER: P; Df VFJPMEPIT �20UP, INC. 5205 SOUTH LOIS AVENUE TAMPA, FLORIDA 33611 PHONE (813) 805-0512 FAX (813) 805--0313 FL. E.B. N0. 7703 DE5ION TEAM MEMBER TALE: 9 A 7 6 �A� 5 n� Z `� 1 NO. DATE E REVISION DESCRIPTION ON PREPARED UNDER THE DIRECT SUPERVISION OF: SEAL: LI3 1 2D04 RALF D. PORSCH, P.E,. (F`'c. Reg. No.: 49309 ) FOR AND C3N BEHALF OF PROGRESSIVE DEVELOPMENT GROUP, INC. TACEMENT: NFIDENTIALITY STATEMENT: THE RECIPIENT OF THESE MATERIALS UNDERSTANDS THAT COPYRIGHT IN THE MATERIALS IS OWNED BY BP, AND ALSO, THAT THE MATERIALS CONTAIN PRIVILEGED AND CONFIDENTIAL BUSINESS INFORMATION OF BP. ACCORDINGLY, THE RECIPIENT AGREES TO RETAIN THESE MATERIALS IN STRICT CONFIDENCE AND AGREES NOT TO DISCLOSE THESE MATERIALS TO ANY OTHER PARTY AND FURTHER AGREES NOT TO MAKE COPIES OF THE MATERIALS. THE RECIPIENT AGREES TO USE THE MATERIALS ONLY FOR THE LIMITED PURPOSE FOR WHICH BP HAS MADE THE MATERIALS AVAILABLE, AND RECIPIENT AGREES TO RETURN ALL MATERIALS TO BP EITHER UPON COMPLETION OF THE INTENDED PURPOSE OR UPON THE REQUEST OF BP, WHICHEVER COMES FIRST. DEVELOPMENT INFORMATION% NEW BUILD (MODULAR) 4200 SERIES HARMONY RIGHT HAND BUILDING W/ 8 MPD STARTER GATE CANOPY SITE ADDRESS - US H WY 17-92 C"R. 46 A SANFORD,FL RF #TRD SCALE: 1"= 20' ALLIANCE Z&DM: - JB DATE: 70104 BP REPM: DR_ DESIGNED BY: ALLIANCE PM: JLK JC DRAWN BY: JLK _ PROJECT NUMBER: 003-198.00 CHECKED BY:ROP DRAWING TITLE: SITE ELECTRICAL PLAN BEET N0: v v v v ss v v v v v rs 2500 ', French Ave B Connect