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0590 IYANNOUGH ROAD/RTE132 (2)
590 �A-�'� o -- - - - 73 i _R4 No S �_ca) ns�7eSf��P�� dravA d all Theseof acorngsanlnatureand remain FREY MOSS STRUCTURES JOB NO: G5BJ511 on hereon are of a confldentlal nature and rennin the � property of Frey-Moss Structures.Inc. I (FMS).Any use or reproduction of these drawings for any purpose,except by BJr y s Wholesale CALC BY: A-R. •; written permission of Frey-Moss Structures,Inc.is strictly prohibited. 8'-0"x 18'-0" Kiosk DATE: 7/28/2015 w. ` - REVISED BY: REVISION DATE: FILE: kloskA-8x18-30-120-IBC-MA , STRUCTURAL CALCULATIONS DESIGN LOADS KIOSK IS UNDER A CANOPY- USE 30 PSF ROOF LIVE LOAD ROOF LIVE LOAD = 30 psf(30 psf Ground Snow Load) ROOF DEAD LOAD = 12 psf C.H. MOSS, 'P.E. FLOOR LIVE LOAD = 100 psf P.O.BOX 28 FLOOR DEAD LOAD = 30 psf COVINGTON, GA 30015 WIND SPEED = 120 mph EXPOSURE = C ��A onF M4f SEISMIC CLASS = D SEISMIC DESIGN CHARI.ES H. CATEGORY= B Moss CIVIL NO.31141 STRUCTURAL MATERIALA STRUCTURAL STEEL ASTM A-36 Fy= 36 ks' TUBULAR STEEL ASTM A-500 GRADE B Fy= 6 ksi ` `I ROOF DECK ASTM A-1008 Fy=50 ksi BOLTS ASTM A-307 Ft=20 ksi Fv= 10 ksi ANCHOR BOLTS A-307 Fu = 58 ksi i f REFERENCES MANUAL OF STEEL CONSTRUCTION AISC (ASD) 2005 SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL MEMBERS -AISI IBC BUILDING CODE ASCE 7-05 PF APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,VVI Page 1 of 15 draw and all on hereon are of aconiidetialnaireand remain FREY MOSS STRUCTURES JOB NO: - G5BJ511 are of a confidential nature and remain the � property of Frey-Moss Structures,Inc. cFtiingsfo Any nypurp reproduction ptbywa5e BJ's Wholesale CALC BY: - A.R. drawings for any purpose,except by written ��I�I�str[yproohbiteax"ree'm°.IS 8'-0"x 18'-0" Klosk DATE: 7/28/2015 I Summary of Members i Roof Deck- 20 ga Roof Deck with Clip Attachment i Roof Purlins- Use C4 x 5.4 with 1" long 3/16"fillet weld top of member Side Roof Channels- Use C4 x 5.4 with (1) 1/2"A307 bolts to each column I i Floor Deck- Use 22 GA F-Deck Fasten with#10 teks @ 12" O/C Floor Purlin - Use C4 x 5.4 with 1" long 3/16"fillet weld top and - --- ------- bottom of channel Floor Side Channels- Use C8 x 11.5 . i i (10)Columns- HSS 3 X 3 X 14 GA End T-2"Wall is a Shear Wall Fasten Ribs with#10 teks @ 22" O/C Max. I All Other Walls pF APPROVED Fasten Ribs with #10 teks.@ 60" O/C Max. DATE 9/10/15 PFS CORPORATION Cottage Grove,WI I Page 2 of 15 These ar MOSS STRUCTURES are of a conFldendal naturee and reem FREY- ain the JOB NO: G5BJ511 property of Frey-Moss Structures,Inc. (FMS).Any use orreproducdonofthese BJ's Wholesale CALC BY: A.R. drawings for any purpose,except by I S `vvritt�en., iceslstrocfyprohlbb1ted. 8'-0"x 18'-0" Kiosk DATE: 7128/2015 , I ; ROOF DECK CALCULATION i CANOPY DECK CALCULATION:: LL= 30 psf DL= 12 psf w= 55.9 #/ft( per 16" panel ) i Mmax= 2.38 in-kips ' fb= 7.68 ksi < allowable=30 ksi o.k Allowable Deflection = U240 = 0.27 in Actual Deflection = 0.01 in Roof Slopes 0.66 in in 5'-4" so no ponding will occur **use 20 ga roof deck** see next to last sheet for panel properties. From Figure 6-3 from ASCE 7-05 Zone 2 Uplift= 43.5 psf 43.5 psf X 1.21 = 52.6 psf 52.64 psf X 1:33 ft X 4 ft=281 lbs. PF APPROVE I) Pullout of#12 into Steel = 1.12 kips OK DATE 9/10/15 Pullover of#12 0.826 kips OK PFS CORPORATION Cottage Grove,WI i . I i 5 —4" MAX W t Page 3 of 15 I i Theseof aconfnga and all tialnaireandfion hereon emainthe FREY-MOSS STRUCTURES JOB NO: G5BJ511 are of a confidential nature end remain the property of Frey-Moss Structures,Inc. (FMS).Any use orreproducdonofthese BJ's Wholesale CALC BY: A R. drawings for any purpose,except by wu�InIstctlyoMoss scw sstriphibbited, 8'-0"x 18'-0" Kiosk DATE: 7/28/2015 PURLIN CALCULATION PURLIN CALCULATIONS: RC1 roof dead load = 12 psf roof live load = 30 psf Maximum L= 7.5 ft- beam carries 5.0 ft tributary width w= 210 #/ft span defl= 0.13 in i i target span deflection = (Lx12)/240 = 0.38 in • i try C4 x 5.4 Ix(in^4)= 3.85 S (in^3)= 1.93 unbraced L = 18 in Mmax= 17.72 kip-in Fb= 21.60 ksi fb _ 9.18 ksi Reaction R1 = 0.79 kips i Use C4 x 5.4 with 1"long 3/16"fillet weld top of member PF APPROVED Maximum Length DATE 9/10/15 y PFS CORPORATION i Cottage Grove,WI j W i r � Rl R1 i Page 4 of 15 These drawings and all information hereon are of a confidential nature and remain the FREY-MOSS STRUCTURES JOB NO: G513J511 property of Frey-Moss Structures,Inc, (FIngsfor use orpose,e reproduction eptby%witthese BJ's Wholesale CALC BY: A.R. drawings for any purpose,except by written - ; pemdsslon of Frey-Moss Structures,Inc.Is ? strictly prohlblted. 8'-0" x 18'-0" Klosk DATE: 7/28/2015 i SIDE CHANNEL CALCULATION I SIDE CHANNEL CALCULATIONS: roof dead load = 12 psf roof live load = 30 psf Maximum Span = 10 ft i beam carries 4.0 ft tributary width .w= 168 #/ft - i i span defl= 0.34 in target span deflection = (Lxl2)/240 = 0.50 in try C4 x 5.4 Ix(in^4)= 3.85 S (in"3)= 1.93 - i unbraced L= 16 in Mmax = 25.26 kip-in Fb = 21.60 ksi fb = 13.06 ksi Max Reaction R= 1.68 kips Use C4 x 5.4 with (1) 1/2"A307 bolts to each column Maximum Spon W f1 IT�(1 I i I R IR Y IR � R +R F APPROVED DATE 9/10/15 ` PFS CORPORATION �! Cottage Grove,WI Page 5 of 15 f t are of dravaconings and ntialn tune ndtion hereon remainthe FREY MOSS STRUCTURES areofaeonfldentfalnatureandremainthe - JOB NO: G5BJ511 property of Frey-Moss Structures,Inc. (FMSwMsforany use purreprode,wcsplby of e B�J's Wholesale CALC BY: A.R. drawings far any purpose,except by Strruuctuurres,Inct s`sMctlyprohib of �ited. 8'-0" x 18'-0" Kiosk DATE: 7/28/2015 FLOOR DECK CALCULATION FLOOR DECK CALCULATION:: LL= 100 psf DL= 30 psf TL = 130.0 psf Maximum Span Allowed = 4.25 ft Per F-Deck Properites Chart 22 GA with 3-Span Min. Actual Span = 3.00 ft Use 22 GA F-Deck i i 4r-3r, MAX --ice. - r RR l F APPROVED DATE 9/10/15 ` PFS CORPORATION Cottage Grove,WI Page 6 of 15 ' Ings all tIon harem Theseof arawfldent nature dremalnthe FREY-MOSS STRUCTURES are of a corrfldendal nature and remain the JOB NO: G5BJ511 property of Fray-Moss Structures,Inc. (FMS).Any use or reproduction ofthese BJ'S Wholesale CALC BY: A.R. drawings for any purpose,except bywrlUen permtsslon of Frey-Moss Structures,Inc.Is strictly prohibited. 8'-0"x 18'-0" Kiosk DATE: 7/28/2015 I FLOOR PURLIN CALCULATION j ! FLOOR PURLIN CALCULATIONS: floor dead load = 30 psf floor live load = 100 psf Maximum L= 7.5 ft j beam carries 3.00 ft tributary width w= 390 #/ft . span defl= 0.25 in target span deflection =(Lx12)/360 = 0.25 in try C4 x 5.4 Ix (in^4)= 3.85 S (in A3)= 1.93 unbraced L = 18 in Mmax= 32.9 kip-in Fb 21.60 ksi fb = 17.05 ksi Reaction R1 = 1.46 kips Use C4 x 5.4 with 1" long 3/16"fillet weld top and bottom of channel Maximum Length i r ) -W ! - i I R.1 R 1 PF . APPROVE DATE 9/10/15 PFS CORPORATION cottage urove, Page 7 of 15 j 1 Theseof drawiaconngs and ntlaln nature and FREY-MOSS STRUCTURES are of a confldentlal nature and remain tha JOB NO: G5BJ511 property of Fray-Moss Structures,Inc. (FIVS).Any use draWngsforan purreprose,e except these BJ's Wholesale CALC BY: A.R. drawings for any purpose,except by ru` ccd beStctres,Ic.isWpooh td 8'-0"x 18'-0" Kiosk DATE: 7/28/2015 FLOOR BEAM CALCULATION SIDE CHANNEL CALCULATIONS: floor dead load = 30 psf floor live load = 100 psf Maximum Span= 10 ft beam carries 4.0 ft tributary width w= 520.00 #/ft span defl= 0.12 in target span deflection = (Lx12)/ 360 = 0.33 in try C8 x 11.5 Ix (in A4)= 32.6 S (in A3)= 8.14 unbraced L = 52 in Mmax = 78.00 kip-in Fb= 21.60 ksi fb = 9.58 ksi Max Reaction R= 5.20 kips pF APPROVED Use C8 x 11.5 DATE 9/10/15. PFS CORPORATION Cottage Grove,WI Maximum Span W t Page 8 of 15 r ; . f i I i - i These drawings and all information hereon are of a oonfidential nature and remain the FREY-MOSS STRUCTURES JOB NO: G5BJ511 property of Frey-Moss Structures,Inc. (FMS).Any use or reproduction of thew BJ's Wholesale CALC BY: A.R. drawings for any purpose,except by written parmisslon of Frey-Moss DATE: 7/28/2015 Structures,Inc.Isstricttyprohiblted. 8r-0" X 18s-Orr Klos1C i WIND & SEISMIC ANALYSIS i wind analysis: rel IBC Building Code&ASCE 7-05 height to top of structure = 9.33 ; ft wind speed = 120 mph exposure category= C Importance factor, I = 1.00 Wind Exposure Factor= C= 1.21 Per figure 6-2 Zone A= 22.8 psf Per figure 6-2 Zone C = 15.1 psf Zone A= 6ft- (6ftX35.7 psf+ 24.3ftX23.7ft)/30.3ft= 17.67 i I design wind force = Wind Load X 1.0 X 1.21 = 21.38 psf i seismic analysis: refer IBC Building Code &ASCE 7-05 From Figure 22-1 Ss = 0.184 g From Figure 22-2 S1 = 0.052 g From Section 11.4.2 The Site Class D has been selected From table 11.4-1 Fa = 1.6 ' From table 11.4-2 Fv= 2.4 - pF APPROVED Seismic Occupancy Catagory from Table 1-1 1 DATE 9/10/15 PIPS CORPORATI N SMS = Fax Ss= 0.2944 Cottage Grove,wi i i SM1 = Fv x S1 = 0.12 ' i SDS =213 SMS = 0.20 SD1 = 2/3 SM1 = 0.0832 I Seismic Design Category B Response Modification Factor from Table 12.2-1:G.1 1.25 Page 9 of 15 i 7eonareofadrawin sandalllnf°rmaea FREY-MOSS STRUCTURES JOB NO: G5BJ511 hereon are of a confldentlel nature and , remain the property of Frey-Moss Structures,Inc.(FMS).Any me or BJ's Wholesale CALC BY: A.R. reproduction of these drawings for any PUFrey-MossssSttniiuurres,Intten c.Isss�°f 8'-0"x 18'-0" Kiosk DATE: 7/28/2015 WIND & SEISMIC ANALYSIS seismic analysis continued: Per Section 12.14.8 the Simplified Analysis has been selected Equation 12.14-11 shows-V 1.2 x SDS/ R x W W = (12 psf dead load + 18' Length X 8'Width = 1.73 kips Reaction from Seismic at top of building =V= 0.3256 kips moment from wind load: Tributary height of wall for wind = 5.08 ft Reaction from wind (Rw) = Tribuatry height X(Length) (Force)= 1.95 kips Reaction from Wind is greater than from Seismic= Use 1.95 kips Force taken by shear wall (Fs)= Wall Length (7.5 ft)X 189#/ft= 1.45 kips Force per Column = (Rw- Fs)/#Columns (6)= 0.08 kips Moment in column = Force X Height = 0.71 ft-kips i f � Page 10 of 15 These drawings and all information hereon FREY-MOSS STRUCTURES .roof a confidential nature and remain the JOB NO: G5BJ511 property of Frey-Moss Structures,Inc. (FMS).Any use orreproductonofthese BJ's Wholesale CALC BY: A.R. drawings for any purpose,except by written permisslon of Frey-Moss DATE• 7/28/2015 Structures,Inc.Is strictly prohlbited. 8'-0"X 18'-0" Kiosk i COLUMN CALCULATION I i i Column Selection: Try HSS 3X3X 14GA Sx = 0.9 in^3 A = 0.95 in"2 r= 1.18 in i Ix = 1.33 1n^4 K= 1.2 Height= 10 ft KH/r= 122.03 Fa = 9.99 ksi Fe= 10.03 ksi Fb = 21.6 ksi Column Calculation at Rigid Frame: Wind Moment is Greater j Load Combination : DL + LL+WL P = DL + LL = 1.68 kips fa=PIA = 1.77 ksi fa/Fa= 0.18_ AISC EQ.H1-1 APPLIED Maximum Moment= 0.71 ft-kips fb = Moment*12/Sx = 9.52 Use Equation H1-1 = Cm (fb)/ [ Fb (1-fa/Fe)] = 0.45 ksi fa/Fa +fb/Fb = 0.63 < 1.00 O.k. ***USE HSS 3 X 3 X 14 GA FOR COLUMN ' t pL I . I WL or EL F APPROVED i COLUMN DATE 9/10/15 PFS CORPORATION Cottage Grove,WI OWN Page 11 of 15 . f T ti? , drew The of aconings and ntialn tureandremaion the FREY-MOSS STRUCTURES JOB NO: G5BJ511 eon are of a confidential nature and remain the " property of Fray-Moss Structures,Inc. (FMS).Any use nypurose,exep Uwe BJ's Wholesale CALC BY: A.R. dravAngs for any purpose,except by ' Structures,Inc.Is 8'-0"x 18'-0" Kiosk DATE: 7/28/2015 F-DECK FOR FLOOR SECTION PROPERTIES TABLE 22 20 18 16 GAG_ GAGE GAGE GAGE DESIGN THICKNESS .0299 .0359 .0478 .0598 WEIGHT — ptd. 1.6 1.9 2.6 3.2 WEIGHT — goly. 1.7 2.0 2.7 3.3 1 c in .133 .170 1 .246 1 S . 16 Sp in} .136 .167 .231 .2 In in' .'58 .189 252 n .147 .178 .238 .298.316 , 36" COVER WIDTH. 6„ J - UNIFORM LOAD TABLE (Ibs/ft2 ) SINGLE SPAN DOUBLE SPAN TRIPLE SPAN 22 20 18 16 22 20 18 16 22 20 18 16 GAGE GAGE GAGE GAGE CAGE GAGE GAGE GAGE GAGE GAGE GAGE GAGE 4'-0" 113 139 193 245 123 148 198 248 153 185 248 310 4'-6" 90 110 152 194 97 117 ' 157 196 121 147 196 245 51-0" 73 89 123 157 78 95 127 1�9 98 119 159 199 5'-6" 60 /4 102 130 65 78 105 131 81 98 131 164 6'-0" 50 1 62 85 1 106 54 66 88 110 68 82 110 138 6'-6" 42 51 69 86 46 56 75 94 58 70 94 118 7'-0" 35 43 57 70 4D 48 65 81 50 61 81 101 7'-6" 31 36 48 59 35 42 56 71 44 53 71 88 ' 8'-0" 27 32 42 51 31 37 50 62 38 46 62 78 8'—G" 28 36 44 27 33 44 55 34 41 55 69 25 32 38 29 39 49 30 37 49 61 9'-6" 29 34 26 35 44 27 33 44 55 10'-0" 26 31 32 40 30 40 49 10'-6" 28 29 36 27 36 44 26 26 33 25 1 33 39 1 Maximum Spans and Cantilevers for Construction Maintenance Loads SPAN4'-6" 5'-6" 1'-1" 8'-0" 5'-6" 6'-8" 8' 3" 9'-4" 5'-7" '-10"8'-4" 9'-6" CANT. ]'-1" 1'-4" ]'-9" 2'-3" 1'-1" 1'-4" 1'-9" 2'-3" i'-1" 2'-3" PF APPROVED DATE 9/10/15 ` PFS CORPORATION Cottage Grove,WI Page 12 of 15 ! 1 These dramIngsandeEinfandre remainhereon the FREY-MOSS STRUCTURES JOB NO: G5BJ511 _ of a confldenlWl newre and remain the Property of RWMosa Structursa,Inv.(FMSI. Any Use or reproduction of these drawings for BJ's Wholesale CALC BY: A.R. my purpose,except by written perrnl&aton of - Frey-Moss Struotures,lna Is alrlatly prohibited. 8'-0"x 18'-0" Kiosk DATE: 7/2 812 01 5 20 GA hoof neck - 5' ' fall � 1.062 .875 1 2 3 4 7' �F/ 6 5 Fy 50,000 ry = 0 t . I t = 036 in � I E r - � 16. I I i i I Calculation Taken from From "AISI Cold.Formed Steel Design"2002 Edition-Section 3.5 &3.6 POSITIVE BENDING NEGATIVE BENDING Member A Y AY AY2 I A Y AY AY2 I 1 0.500 2.750 1.375 3.781 0.010 0.500 2.750 1.375 3.781 0.010 2 0.990 2.982 2.952 8.803 0.000 0.990 2.982 2.952 8.803 0.000 3 3.000 1.500 4.500 6.750 2.250 3.000 1.500 4.500 6.750 2.250 4 15.928 0.018 0.287 0.005 0.002 1.611 0.018 0.029 0.001 0.000 5 2.938 1.469 4.316 6.340 2.113 2.938 1.469 4.316 6.340 2.113 6 0.803 2.920 2.345 6.847 0.000 0.803 2.920 2.345 6.847 0.000 7 0.312 2.782 0.868 2.415 0.003 0.312 2.782 0.868 2.415 0.003 Totals 1 24,471 16.643 34.941 4.378 10.154 16.385 34.937 4.377 Determine Effective Width Using Equation B2.1-1 through B2.1-5 From 2001 AISI Standard with 2004 Supplement i i I Check Compression Members w/t=0.990/0.036=28 <30 OK w/t= 15.928/0.036=442 >30 t Calculate Effective Width of Compression Flange I b=pXw=0.101 X0.036= 1.611 in i t Ybar= 16.643/24.471 =0.680 Ybar= 16.385/10.154= 1.614 I C= 3.000-0.680=2.320 C= 3.000- 1.614= 1.386 1 = 4.378+34.941 -24.471(0.680)^2 1 = 4.377 + 34.937-10.154(1.614)A2 1 = 28.001 x t=28.001 x 0.036 1 = 12.874 x t= 12.874 x 0.036 = 1.008 in^4 I = 0.463 inA4 S = 1.008/2.320 S- 0.463/ 1.386 S = 0.435 inA3 S = 0.334 inA3 -.F APPROVED I DATE 9/10/15 Page 13 of 15 PFS CORPORATION Cottage Grove,WI dra s and The of aconingntlalnlurendrenhereon PREY-MOSS STRUCTURES JOB NO: G5BJ511 are of a confldendel nature end remain the property of Frey-Moss Structures,Inc. (FMS).Any use or reproduction of these drawings for any purpose.except by BJe s Wholesale CALC BY: A.R. written perrnisston of Frey-Moss O Structures,Inc.Is sMcU y prohlbltsd. V'-0"x 18'-0" Kiosk DATE: 7/28/2015 Fy = 50 KSI 1 (3.4.1) SHEAR STRESS IN WEBS h/t = 16/.036 = 444 t = .036 in 547/ 33 = 95 95 < 444 Fv = 83.200/(444)2 = .422 KSI 16" V = .422 KSI MAX. SHEAR PER FOOT = .422 (12 in) (.036) = 182 #/FT USE #10 S.M. SCREWS IN PANEL RIBS AND COLUMNS — SEE SPACING. BELOW USE 2) #10 S.M. SCREWS AT TOP AND BOTTOM OF PANELS it SHEAR WALL FASTENER SPACING #10 S.M. Screw(Minor Diameter= .18 in) Value in Shear per Screw= 250#per AISI Cold Formed Steel Design Table IV Using Spacing of 22 inches I t Max. Shear per Foot in Shear Wall = 250 (1.33)(12 inKt) /22 in = 181 #/ft Use Value of 181 #/ft for Max. Shear per Foot In Shear Wall F APPROVED DATE 9/10/15 PFS CORPORATION ottage Grove,Wr Page 14 of 15 I i i These drawbngsandalt naturefonniallon eon FREY-MOSS STRUCTURES JOB NO: - G5BJ511 are of a cordldentlal nature and remain the property of Frey-Moss Structures,Inc. (FMs)sforan use prpose,eceptbn of these BJ's Wholesale CALL BY: A.R. drawings for any purpose,except by wdden permission o9rictly F aos prohibited. bitedctures,Inc.i5 8'-0" x 18'-0" Kiosk DATE: 7/28/2015 I i Check Wall Deck against Wind Load From Figure 6-3 from ASCE 7-05 Zone 5 Pressure = 34.7 psf i Distributed Load on Wall =34.7 psf X 4/3 ft=46.3#/ft i Moment in Panel = 46.3 #/ft X 9 ft^2/ 12 =312 ft-Ibs= 3.75 in-kips I i 3.75 in-kips/0.446 in^3 = 8.40 ksi < 30 ksi OK Calculation for Fastening Roof Flashing From Figure 6-3 from ASCE 7-05 Zone 3 Pressure= 65.4 psf Maximum Wind Load =-65.4 psf Panels are 1.0 ft wide and fasteners are 2'-0 O/C Max j Load in each fastener=65.4 psf X 1.0 ft X 2.0 ft= 131 Ibs #10 Teks are good for 302# Pullout, 1125#Pullover and 731 #Shear OK Calculation for Fastening Skin Panels 1 t FFrom Figure 6-3 from ASCE 7-05 Zone 5 Pressure = 65.4 psf Maximum Wind Load =-65.4 psf' . r i Panels are 1.8 ft wide and fasteners are T-O" O/C Max I Load in each fastener=65.4 psf X 1.8 ft X 3 ft.= 109 Ibs #10 Teks are good for 302#Pullout, 1125#Pullover and 731 #Shear OK 1 F APPROVED ! DATE 9/10/15 i Page 15 of 15 Cottage Grove WI r COMcheck Software Version 4.0.1 Envelope Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: BJ's 8'-0"x 18'-0"Modular.Building Location: Hyannis,Massachusetts Climate Zone: 5a Project Type: New Construction Vertical Glazing/Wall Area: 14% Construction Site: Owner/Agent: Designer/Contractor. 590 lyanough Road BJ's Wholesale Club Hal Moss Hyannis,MD 02601 25 Research Drive Frey-Moss Structures Westborough,MA 01581 1801 Rockdale Industrial Boulevard 774-512-7941 Conyers,GA 30012 770-483-7543 fms@frey-moss.com Building Area Floor Area 1-Retail:Nonresidential 144 Additional Efficiency Package Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or . R-Value R-Value U-Factor Factor„) Perimeter Roof 1:Metal Building,Standing Seam,Double Insulation Layer with 118 17.0 10.7 0.040 0.035 Thermal Blocks(d),[Bldg.Use 1-Retail] Exterior Wall 1:Metal Frame,16"o.c.,[Bldg.Use 1-Retail] 304 9.6 7.8 0.066 0.064 Window 1:Metal Frame:Double Pane,Perf.Specs.:Product ID-, 51 — — 0.400 0.380 SHGC 0.60,PF 0.50,VT 0.50,[Bldg.Use 1-Retail](b) Door 1:Insulated Metal,Swinging,[Bldg.Use 1-Retail] 42 — — 0.600 0.370 Exterior Wall 2:Steel-Framed,16"o.c.,[Bldg.Use 1-Retail] 64 9.6 1.0 0.120 0.064 Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical—4 ft.,- 52 — 7.6 0.201 0.441 [Bldg.Use 1-Retail](c) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires.supporting documentation. (c)Slab-On-Grade proposed and budget U=factors shown in table are F-factors. (d)Thermal spacer block with minimum R-3.5 must be installed above the.pudin/batt,and the roof deck secured to the purlins. p APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI Project Title:_ Bj's 8'-0"x 18'-0"Modular Building Report date: 09/02/15 Data filename: J:\AA-GEbRGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8 x 18 Kiosk-Hyannis,MA\Calcs\Energy Page 1 of 16 bj-8x18-MA-2012.cck Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.1Panto comply with the mandatory requirements listed in the Inspection Checklist. QNj71o,Jy 1'SA�y,�fo�'E TK. f�- y i5 Name-Title ignat a Datk F APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI Project Title: BJ's 8'-0"x 18'-0"Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8x 18 Kiosk-Hyannis,MA\Calcs\Energy Page 2 of 16 bj-8x18-MA-2012.cck COMcheck Software Version 4.0.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: BJ's 8'-0"x 18'-0"Modular Building Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 590 lyanough Road BJ's Wholesale Club Hal Moss , Hyannis,MD 02601 25 Research Drive Frey-Moss Structures Westborough,MA 01581 1801 Rockdale Industrial Boulevard 774-512-7941 Conyers,GA 30012 770-483-7543 Additional Efficiency Package fms@trey-moss.com Reduced interior lighting power.Requirements are implicitly enforced within interior'lighting allowance calculations. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Retail 144 1 .30 .187 Total Allowed Watts= 187 Proposed Interior Lighting Power A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Retail Linear Fluorescent 2:C:24"T8 17W:Electronic: 1 1 34 34 LED 1:A:Other: 1 3 35 104 Total Proposed Watts= 138 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck V ion 4.0.1 and to comply with the mandatory requirements listed in the Inspection Checklist. - 5. Name-Title Signature �- Date F APPROVED DATE 9/10/15 4 PFS CORPORATION Cottage Grove,WI Project Title: Bj's 8'-0"x 18'-0"Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8 x 18 Kiosk-Hyannis,MA\Calcs\Energy Page 3 of 16 bj-8x18-MA-2012.cck 1 COMcheck Software Version 4.0.1 Mechanical Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: BJ's 8'-0"x 18'-0"Modular Building Location: Hyannis,Massachusetts Climate Zone: 5a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 590 lyanough Road BJ's Wholesale Club Hal Moss Hyannis,MD 02601 25 Research Drive Frey-Moss Structures Westborough,MA 01581 1801 Rockdale Industrial Boulevard. 774-512-7941 Conyers,GA 30012 Additional EfficiencyPackage 770-483-7543 9 fms@trey-moss.com Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations. Mechanical Systems List Quantity System Type&Description 1 HVAC System 1(Single Zone): Heating:1 each-Duct Furnace,Electric,Capacity=20 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Single Package DX Unit,Capacity=18 kBtu/h,Air-Cooled Condenser,Unknown Economizer Proposed Efficiency=13.00 SEER,Required Efficiency=13.00 SEER Fan System: None 1 Water Heater 1: Electric Instantaneous Water Heater,Capacity:6 gallons No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Versi Z.O. nto comply with the mandatory requirements listed in the Inspection Checklist. Aytn� , m�AT14E aK an- Name-Title Signa re Date F APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI Project Title: BJ's 8'-0"x 18'-0 Modular Building Report date: 09/02/15. Data filename: J:\AA-GEORGIA JOBS\Drawings-2015\BJs Jobs\G5BJ511-8 x 18 Kiosk-Hyannis,MA\Calcs\Energ) Page 4 of 16 bj-8x18-MA-2012.cck COMcheck Software Version 4.0.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review .Compl�es� Comments/Assumptions = C103.2 I Plans and/or specifications provide all ;❑Complies :Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where :❑Not Observable exceptions to the standard are ;❑Not Applicable claimed. C103.2 I Plans, specifications,and/or ❑Complies ;Requirement will be met. [PR2]1 ;calculations provide all information ;❑Does Not ;with which compliance can be ;❑Not Observable;Location on plans/spec: M1 determined for the mechanical :❑Not Applicable j ;systems and equipment and PP document where exceptions to the (standard are claimed. Load calculations per acceptable ;engineering standards and 11handbooks. C103.2 I Plans, specifications,and/or ;❑Complies ;Requirement will be met. [PR3]1 calculations provide all information j❑Does Not ;with which compliance can be Location on plans/spec: M1 . I determined for the service water �❑Not Observable heating systems and equipment and �❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 ;Plans,specifications, and/or ;❑Complies Requirement will be met. [PR4]1 !calculations provide all information UDoes Not ;with which compliance can be ; Location on plans/spec: ELl determined for the interior lighting �❑Not Observable and electrical systems and equipment :❑Not Applicable and document where exceptions to pF APPROVED ;the standard are claimed. Information provided should include interior lighting power calculations,wattage of; DATE 9/10/15 Ibulbs and ballasts,transformers and PFS CORPORATION control devices. I Collage Grove,Wl C406 ;Plans,specifications,and/or ;❑Complies I Requirement will be met. [PR9]1 !calculations provide all information ❑Does Not with which compliance can be :[]Not Observable:Location on plans/spec: M1 determined for the additional energy ❑Not A livable efficiency package options. PP C402.3.1 iiVertical fenestration area <= 30 ❑Complies :Requirement will be met. [PR10]' 1 percent of the gross above-grade wall ElDoes Not i area. :Location on plans/spec: El ;❑Not Observable ❑Not Applicable C402.3.1 'Skylight area <=3 percent of the :❑Complies :Requirement will be met. [PR11]1 'gross roof area. j❑Does Not ;❑Not Observable;Location on plans/spec: E1 ❑Not Applicable 1 High Impact(Tier 1) F'F" Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15- Data filename: J:\AA-GEORGIA JOBS\Drawings-2015\BJs Jobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Calcs\Energy Page 5 of 16 bj-8x18-MA-2012.cck 2U12 IECC Plan Review CompUes� Comments/Assumptions C402.3.2 I In enclosed spaces > 10,000 ft2 ;❑Complies ;Exception: Requirement does not apply. [PR14]1 •directly under a roof with ceiling ;❑Does Not heights>15 ft.and used as an office, : :Location on plans/spec: El lobby,atrium,concourse, corridor, :[_-]Not Observable storage,gymnasium/exercise center, ❑Not Applicable convention center,automotive .service,manufacturing, non- refrigerated warehouse, retail store, ;distribution/sorting area, transportation, or workshop,the following requirements apply: (a)the daylight zone under skylights is >= half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>=0.40; or a minimum skylight effective aperture >= 1 percent. C402.3.2. ;Areas with obstructions that block ;❑Complies ;.Exception: Skylights designed to exclude direct sunlight 2 direct beam sunlight on >= 1/2 of the �❑Does Not :entering the occupied space by the use of fixed or automated [PR15]1 roof over the enclosed area for more I❑Not Observable: baffles. ;than 1,500 daytime hours per year between 8 am and 4 pm. I❑Not Applicable :Location on plans/spec: El Additional Comments/Assumptions: F APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 2 'Medium Impact(Tier 2) IF3' Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8 x 18 Kiosk-Hyannis,MA\Calcs\Energy Page 6 of 16 bj-8x18-MA-2012.cck Section Footing/Foundation Plans Verified Field Verified # Complies Comments/Assumptions Re :ID Inspection Value Value C402.2.6 Slab edge insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies [F03]12 ;❑ Unheated j❑ Unheated j❑Does Not ;table for values. ❑ Heated ;❑ Heated ;❑Not Observable I jONot Applicable C303.21 Slab edge insulation installed pero k3 R ❑Complies ;Requirement will be met. [F04)2 manufacturer's instructions. r ❑Does Not j ❑Not Observable Location on plans/spec: F1 b ❑Not Applicable C402.26 Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [Fb572 depth/length.Slab insulation j❑Does Not ;table for values. extending away from building is j "covered by pavement or>= 10 ;❑Not Observable inches of soil. ;❑Not Applicable C403.2.7, I Exterior insulation protected , ; ❑Complies :Requirement will be met. C408.2.8, I against damage,sunlight, []Does Not C404.5 moisture,wind, landscaping and [F06]1 ;equipment maintenance ❑Not Observable activities. ❑Not Applicable i C403 2.4 :j Freeze protection and snow/ice ❑Complies ;Exception: Requirement 5 _• melting system sensors for future ❑Does Not does not apply. 170�913 connection to controls. [-]Not Observable ' ❑Not Applicable C402 „Bottom surface of floor structures ,, , ❑Complies ;Exception: Requirement [F012]3;; ;incorporating radiant heating ' ❑Does Not does not apply. ` insulated to >=R-3.5. ❑Not Observable :See the Envelope Assemblies ❑Not Applicable table for values. Additional Comments/Assumptions: PF APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: BJ's 8'-0"z 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Calcs\Energl. Page 7 of 16 bj-8x18-MA-2012.cck i ` 1 Section.: Plans Verified Field YerifietlMi # Framing/Rough In`Inspection Complies Comments/Assumptions &.Re 1._D. = Value \/alue .! q _ ..._ C402.4.1, ;The building envelope contains a , ❑Complies ;Requirement will be met. C402.4.2 continuous air barrier that is ❑Does Not [FR16]1 ;sealed in an approved mannerLo and either constructed or tested ❑Not Observable j E3CE4 ation on plans/spec: in an approved manner.Air €4 ,. ❑Not Applicable barrier penetrations are sealed in ; an approved manner. ; G402 4.3, J'Factory-built fenestration and w, ❑Complies Requirement will be met. C402'4:4; doors are labeled as meeting air 't,, ; M ❑Does Not [FR78]3 I leakage requirements. I ' ❑Not Observable I { ❑Not Applicable C402 4.7 I'Vestibules are installed on all ❑Complies ;Exception: Doors that open [FR17]3 building entrances. Doors have # ❑Does Not directly from aspace=3000 self-closing devices. �� �ft2. ❑Not Observable ❑Not Applicable C402.3.3, ;Vertical fenestration U-Factor. U- U- ❑Complies ;See the Envelope Assemblies C402.3.4 :❑Does Not table for values. [FR8]1 ❑Not Observable ❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. ; SHGC: SHGC: ❑Complies ;See the Envelope Assemblies [FR10]1 ❑Does Not table for values. ❑Not Observable j❑Not Applicable G303 1 3 Fenestration products rated in J ❑Complies ;Requirement will be met. [FR12]2'„ accordance with NFRC. ❑Does Not F ' -]Not Observable Location on plans/spec: E1 lq fi p ONot Applicable C303.1.3 I Fenestration products are ; ❑Complies !Requirement will be met. [FR13]1 ;certified as to performance labels ❑Does Not ir or certificates provided. Location on plans/spec: E1 ❑Not Observable []Not Applicable C„402.2.7 U-factor of opaque doors U- U- ;❑Complies ;See the Envelope Assemblies [F;R14)z.- associated with the building ❑ Swinging ;❑ Swinging ;❑Does Not ;table for values. thermal envelope meets ❑ Nonswinging ;❑ Nonswinging ' requirements. :❑Not Observable ; ;❑Not Applicable Additional Comments/Assumptions: pF APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 2,:J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0"'Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIA JOBS\Drawings-2015\BJs Jobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Caics\Energy Page 8 of 16 bj-8x18-MA-2012.cck Section Mechanical Rough In' P:_lans Verified ` Field Verified , # = Complies Comments/Assumptions Inspection = Value �/alue C4032.3 HVAC equipment efficiency Efficiency. Efficiency. ;❑Complies See the Mechanical Systems list -[ME55]? verified. ❑Does Not ;for values. I❑Not Observable j❑Not Applicable t402 4 5 1 Stair and elevator shaft vents 5 _ ❑Complies ;Exception: Requirement I have motorized dampers that ❑Does Not :does not apply. automatically close. [� QNot Observable * -, ❑Not Applicable ,C402 4 5 ;Outdoor air and exhaust systems a _ ❑Complies ;Exception: Gravity dampers 2 H have motorized dampers that ❑Does Not acceptable in buildings 3 [ME58]3 J automatically shut when not in j stories. use and meet maximum leakage ❑Not Observable i'.1 ❑Not Applicable rates.Check gravity dampersLocation on plans/spec: where allowed. jM1 C403.2.5. .'Demand control ventilation ❑Complies ;Exception: Systems with 1 provided for spaces >500 ft2 and ❑Does Not design outdoor air of less [ME59]1 ;>25 people/1000 ft2 occupant = ;than 1200 cfm. ;density and served by systems ❑Not Observable ❑Not Applicable with air side economizer, autolocation on plans/spec: modulating outside air damper i ;M1 control, or design airflow >3,000 cfm. C403 2 Z HVAC ducts and plenums R- R- ;❑Complies ;Exception: Requirement [ME60]2 insulated.Where ducts or ;❑Does Not ;does not apply. j plenums are installed in or under j a slab,verification may need to ❑Not Observable ; occur during Foundation ❑Not Applicable Inspection. C403 2;8 ;Piping Insulation exposed to �' a"❑Complies ;Requirement will be met. 1weather is protected from ❑Does Not `[MET]3 - damage(due to sun, moisture t = ;Location on plans/spec ;wind,etc.). :❑Not Observable ;M1 []Not Applicable C403 'Thermally ineffective panel ❑Complies ;Exception: Requirement 1. [ME41]3,` surfaces of sensible heating ° r ❑Does Not does not apply. ..I panels have insulation >= R-3 5 €� ❑Not Observable ❑Not Applicable C403.3.1. ;Total cooling capacity without ` ❑Complies Requirement will be met. a ;economizers must be less than ] ❑Does Not [null]0 %varMaxKBtuPerH%• []Not Observable ;Location on plans/spec: " ;M1 ❑Not Applicable C403.2.7 Ducts and plenums sealed based ❑Complies ;Requirement will be met. [ME10]? on static pressure and location = ❑Does Not ❑Not Observable Location on plans/spec: []Not Applicable Mi C403t2;7 : Ductwork operating >3 in.water #` .F, ""'p g ❑Complies ;Exception: Requirement ;TQ i ' column requires air leakage ODoes Not does not apply. [ME�11]3�� testing. ❑Not Observable Location on plans/spec: ❑Not Applicable M1 R 2 ';Air outlets and zone terminal Y m ❑Complies ;Requirement will be met.CU devices have means for air O 3 a F •APPROVE • Does Not '[ME53] " balancing. Location on plans/spec: ❑Not Observable ;M1 g PAT' ❑Not Applicable PFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 2 ,Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\pjsjobs\G5BJ511 -8 x 18 Kiosk-Hyannis, MA\Calcs\Energy Page 9 of 16 bj-8x18-MA-2012.cck Section Mechanical Rough In Plans Verified Field Verified: # Complies. Comments/Assumptions Re .ID Inspection Value 1/alue C403.4.2 VAV fan motors >=7.5 hp to be ❑ VSD ❑ VSD ❑Complies ;Exception: Requirement [ME66]2 driven by variable speed drive, ❑ Vane axial ;❑ Vane axial ;❑Does Not does not apply. have a vane-axial fan with fan fan variable pitch blades,or have ;❑ Other ❑ Other ❑Not Observable ;Location on plans/spec: controls to limit fan motor ❑Not Applicable ;M1 demand. C4034.2 VAV fan motors>=7.5 hp to be ❑ VSD ;❑ VSD ❑Complies ;Exception: Requirement [ME66]2 driven by variable speed drive, ❑ Vane axial ;❑ Vane axial ;❑Does Not :does not apply. have a vane-axial fan with fan fan variable pitch blades, or have ❑ Other ❑ Other IDNot Observable controls to limit fan motor ;❑Not Applicable demand. C403.2.6 ;Exhaust air energy recovery on :. ❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not P ❑Not Observable I I ❑Not Applicable C403 2alw unenclosed spaces that are , ❑Complies ;Exception: Requirement [ME71]z` 'heated use only radiant heat. E ❑Does Not does not apply. # []Not Observable 1 ❑Not Applicable C403.4.7 f Hot gas bypass limited to: <=240 � . ❑Complies Requirement will be met. [ME35]1 i kBtu/h-50%>240 kBtu/h-25% ❑Does Not Location on plans/spec: ❑Not Observable M1 ❑Not Applicable Additional Comments/Assumptions: F APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI 1 JHigh Impact(Tier 1) 7y Medium Impact(Tier 2) r.�3R Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjs Jobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Calcs\Energl Page 10 of 16 bj-8x18-MA-2012.cck 20171ECC _ Rough In.!Electr�cal Inspection- Complies Comments/Assumptions s C405.2.2. i Automatic controls to shut off all ❑Complies :Requirement will be met. 1 building lighting installed in all ;❑Does Not [EL22]2 buildings. Location on plans/spec: EU ❑Not Observable ;❑Not Applicable j C4b5.2.1. Independent lighting controls installed ;❑Complies ;Requirement will be met. 1 per approved lighting plans and all UDoes Not [EL23]2 manual controls readily accessible and; Location on plans/spec: EU visible to occupants. ,❑Not Observable ❑Not Applicable C405.2.1. ;Lighting controls installed to uniformly;❑Complies :Requirement will be met. 2 reduce the lighting load by at least ;❑Does Not [EL15]1 50%. -Location on plans/spec: EU ❑Not Observable ;❑Not Applicable C4052:2`. Daylight zones provided with ;❑Complies Requirement will be met. 3 individual controls that control the ;❑Does Not [EL16]z lights independent of general area :Location on plans/spec: ELl lighting. :❑Not Observable ;❑Not Applicable G405 2 3. Sleeping units have at least one ;❑Complies Exception: Requirement does not apply. [EL1}7]3 r_= ]master switch at the main entry door :❑Does Not f ;that controls wired luminaires and ';switched receptacles. I❑Not Observable; y ; j❑Not Applicable C405.2.2. ;Occupancy sensors installed in ;❑Complies ;Requirement will be met. 2 required spaces. ;❑Does Not [EL18]1 ; :Location on plans/spec: EU ,❑Not Observable: ;❑Not Applicable C405.2.2. I Primary sidelighted areas are ;❑Complies Exception: Requirement does not apply. 3 1 equipped with required lighting ;❑Does Not [EL20]1 ;controls. ;❑Not Observable; ;❑Not Applicable C405.2.2. I Enclosed spaces with daylight area ;❑Complies ;Exception: Requirement does not apply. 3 under skylights and rooftop monitors ;❑Does Not [EL21]1 are equipped with required lighting controls. ❑Not Observable ;❑Not Applicable j C405.2.3 ;Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL4]1 !specific uses installed per approved :❑Does Not lighting plans. Location on plans/spec: EU :[-]Not Observable ❑Not Applicable C405 3} Fluorescent luminaires with odd ;❑Complies ;Exception: Requirement does not apply. [EL19]3 1numbered lamp configurations that �❑Does Not j are with 10 feet center to center(if ❑Not Observable recess mounted)or are within 1 foot edge to edge(if pendant or surface. ❑Not Applicable j mounted)shall be tandem wired. C405.4 ;Exit signs do not exceed 5 watts per ;❑Complies ;Requirement will be met. [EL6]1 iface. :❑Does Not []Not Observable;Location on plans/spec: EU j❑Not Applicable C405.2.3 'Additional interior lighting power ;❑Complies :Requirement will be met. [EL8]1 allowed for special functions per the ❑Does Not ; Q7� APPROVE approved lighting plans and is I[]Not Observable;Location on plans/spec: EU ;automatically controlled and separated from general lighting. ❑Not Applicable j _ DATE 9/10/15 Additional Comments/Assumptions: PFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 7 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIA JOBS\Drawings-2015\BJs Jobs\G513J511-8 x 18,Kiosk-Hyannis, MA\Calcs\Energy Page 11 of 16 bj-8x18-MA-2012.cck F APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 2,' Medium Impact(Tier 2) 3a; Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0"Modular Building Report date: 09/02/15. Data filename: J:\AA-GEORGIA JOBS\Drawings-2015\BJs Jobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Calcs\Energy Page 12 of 16 bj-8x18-MA-2012.cck 1, Section Plans NerifI6 Field.Verified # Insulation Inspection Compli,es� Comments/Assumptions value value C402.4.1. ;All sources of air leakage in the ❑Complies Requirement will be met. 1 building thermal envelope are ❑Does Not [IN1]1 isealed, caulked,gasketed, Location on plans/spec: weather stripped or wrapped with w. ❑Not Observable 1 E3, E4 moisture vapor-permeable ❑Not Applicable j ;wrapping material to minimize air zt leakage. C402.4.2. Roof R-value. For some ceiling R- R- ❑Complies ;See the Envelope Assemblies 1 (systems,verification may need to:❑ Above deck ;❑ Above deck ;❑Does Not ;table for values. [IN2]1 ;occur during Framing Inspection. ❑ Metal ;❑ Metal tlNot Observable ❑ Attic ❑ Attic ;❑Not Applicable C303.2 Roof insulation installed per —� ❑Complies ;Requirement will be met. [IN3]1 !manufacturer's instructions. ' ❑Does Not ;Blown or poured loose-fill ❑Not Observable ;Location on plans/spec: insulation is installed only where ❑Not Applicable ;E3, E4 the roof slope is <=3 in 12. C303.2 ;Above-grade wall insulation ❑Complies ;Requirement will be met. [IN7]1 linstalled per manufacturer's ❑Does Not instructions. ;Location on plans/spec: ❑Not Observable E3, E4 ❑Not Applicable C402-.2.5 :1 Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies [INBI? j❑ Mass ;❑ Mass j❑Does Not , table for values. ❑ Steel ❑ Steel :[--)Not Observable Y l❑ Wood ;❑ Wood jONot Applicable I 1 I 1 C3031 Building envelope insulation is «❑Complies ;Requirement will be met. [IN10]2 labeled with R-value or insulation ❑Does Not certificate providing R-value and other relevant data. ❑Not Observable ; s' ❑Not Applicable C303 2'.1 Exterior insulation is protected ❑Complies ;Requirement will be met. [[N14]2 from damage with a protective 1 ❑Does Not material.Verification for exposed ;.� [-]Not Observable location on plans/spec: foundation insulation may need ;E31 E4 to occur during Foundation K ❑Not Applicable Inspection. C402 2 1 ,Insulation intended to meet the ; ❑Complies ;Requirement will be met. ![IN17]3 i roof insulation requirements ❑Does Not cannot be installed on top of a Location on plans/spec: ;suspended ceiling. Mark this ❑Not Observable ;E3, E4 requirement compliant if ' ❑Not Applicable ; 1..,_.;insulation is installed accordingly. ; Additional Comments/Assumptions: F APPROVED DATE 9/10/15 PFS CORPORATION Cottage Grove,Wl, 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ) I Low Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Calcs\Energy Page 13 of 16 bj-8x18-MA-2012.cck 2012IECC F�nallnspection Compl�es� = Comments/Assumptions C402.4.6 Weatherseals installed on all loading ;❑Complies :Exception: Requirement does not apply. [F137]1 (dock cargo doors. ;❑Does Not ❑Not Observable j❑Not Applicable C403 24; Heating and cooling to each zone is ;❑Complies :Requirement will be met. 2 controlled by a thermostat control. :❑Does Not [FI47]3 Minimum one humidity control device :Location on plans/spec: M1 -]Not installed Not Observable: humidification/dehumidification ;❑Not Applicable system. :C403 2 4. .Thermostatic controls have a 5 OF ;❑Complies ;Exception: Manual changeover thermostats. 2 -deadband. j❑Does Not [FI38V` :Location on plans/spec: M1 ;❑Not Observable ❑Not Applicable C403 2;4¢;Temperature controls have setpoint ;❑Complies Requirement will be met. 2 (overlap restrictions. ❑Does Not (FI20]3 :Location on plans/spec: M1 ❑Not Observable! ❑Not Applicable Each zone equipped with setback ;❑Complies ;Requirement will be met. ,3 a controls using automatic time clock or :❑Does Not [FI39]3 programmable control system. :Location on plans/spec: M1 ;❑Not Observable ❑Not Applicable C403 2 4 Automatic Controls: Setback to 550E ;❑Complies ;Requirement will be met. 3 '(heat)and 850F(cool); 7-day clock,2- ❑Does Not [FI40]3 hour occupant override, 10-hour :Location on plans/spec: M1 backup ❑Not Observable. j❑Not Applicable C408 2,'S Furnished HVAC as-built drawings ;❑Complies ;Requirement will be met. 1 submitted within 90 days of system j❑Does Not (FiT ;acceptance. ❑Not Observable j❑Not Applicable C303r3 C4;Furnished O&M manuals for HVAC ❑Complies :Requirement will be met.. 08 2 5 3: systems within 90 days of system j❑Does Not [FI8]3 acceptance. ❑Not Observable ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies ;Requirement will be met. 3 balancing report is provided for HVAC :❑Does Not [FI43]1 ;systems. Location on plans/spec: M1 ;❑Not Observable l ❑Not Applicable C408.2.3. HVAC control systems have been ;❑Complies ;Requirement will be met. , 2 ;tested to ensure proper operation, :❑Does Not [FI10]1 ',calibration and adjustment of controls. []Not Observable Location on plans/spec: M1 ❑Not Applicable ,C40�4,3-,. ;Public lavatory faucet water ;❑Complies Requirement will be met. [FI11]33 ]temperature<=1100F, j❑Does Not y :`; ; :Location on plans/spec: P1 ❑Not Observable; ;❑Not Applicable pF C404 5, First 8 ft of outlet piping is insulated ;❑Complies ;,Requirement will be met. jF14512 ;❑Does Not :[--]Not Observable:Location on plans/spec: P1 DATE 9/10/15 y Y ❑Not Applicable PFS CORPORATION o age Urove,Wl 1 High Impact(Tier 1) 2'Medium Impact(Tier 2) ;3 Low Impact(Tier 3) Project Title: BJ's 8'-0 x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8 x 18 Kiosk-Hyannis, MA\Calcs\Energy Page 14 of 16 bj-8x18-MA-2012.cck -, 2012IEGC Finallnspect�on,; Complies Comments/Assumptions - . . . C4: -4 8 ;Recessed luminaires in thermal ;❑Complies ;Exception: Requirement does not apply. [.FI26]3', 1 envelope to limit infiltration and be IC :❑Does Not rated and labeled.Seal between interior finish and luminaire housing. ' ;❑Not Observable ❑Not Applicable 'C403 2 Z HVAC systems and equipment ;❑Complies ;Requirement will be met. [FI27]3 capacity does not exceed calculated :❑Does Not -•-,loads. :Location on plans/spec: M1 ., ;❑Not Observable: ' . ;ONot Applicable j C408�2 5 Furnished as-built drawings for ❑Complies :Requirement will be met. I w i electric power systems within 30 days ❑Does Not ' [F116]3 of system acceptance. ;❑Not Observable j❑Not Applicable C303;3`C4 Furnished O&M instructions for ;❑Complies ;Requirement will be met. 08 2 5 2, J systems and equipment to the :❑Does Not [FI17]3 building owner or designated representative. :❑Not Observable ❑Not Applicable 1 C405.5.2 I Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 'lighting power is consistent with what ❑Does Not is shown on the approved lighting plans,demonstrating proposed watts ❑Not Observable are less than or equal to allowed :❑Not Applicable watts. C408.2.1 ;Commissioning plan developed by ;❑Complies Requirement will be met. [FI28]1 11 registered design professional or UDoes Not ;approved agency. Location on plans/spec: M1 ❑Not Observable: ❑Not Applicable C408.2.4 I Preliminary commissioning report ;❑Complies ,Requirement will be met. [FI29]1 'completed and certified by registered j❑Does Not design professional or approved :Location on plans/spec: M1 iagency. ;❑Not Observable ❑Not Applicable C408.2.5. {Final commissioning report due to ❑Complies Requirement will be met. 4 '.building owner within 90 days of ;❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable;Location on plans/spec: M1 ❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies ;Requirement will be met. 1 i ensure proper operation. ❑Does Not [FI31]1 :Location on plans/spec: M1 ❑Not Observable j❑Not Applicable C408.3 I Lighting systems have been tested to ;❑Complies ;Requirement will be met. [FI33]1 '.ensure proper calibration,adjustment, T Does Not programming,and operation. :Location on plans/spec: EL1 10Not Observable: ❑Not Applicable C406 1 Efficient HVAC performance,efficient ;❑Complies ;Requirement will be met. [F134]1 '!lighting system, or on-site supply of ❑Does Not renewable energy consistent with ❑Not Observable Location on plans/spec: M1 ;what is shown the approved plans. j❑Not Applicable j Additional Comments/Assumptions: F APPROVED DATE 9/10/15 IPFS CORPORATION Cottage Grove,WI 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)77TFf_�[Eow Impact(Tier 3) Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: J:\AA-GEORGIAJOBS\Drawings-2015\Bjsjobs\G5BJ511-8x 18 Kiosk-Hyannis, MA\Calcs\Energy Page 15 of 16 bj-8x18-MA-2012.cck L n F APPROVED DATE 9/10/15 PFS CORPORATION q. Cottage Grove,WI Project Title: BJ's 8'-0"x 18'-0" Modular Building Report date: 09/02/15 Data filename: JAAA-GEORGIA JOBS\Drawings-2015\BJs Jobs\G5BJ511-8 x 18'Kiosk-Hyannis, MA\Calcs\Energy Page 16 of 16 bj-8x18-MA-2012.cck Chva = ill. "rare .cia kfVAC Da Ca cutaUor Rio r „ 1.1 NipEIRW ve tlfen InC MIAMI. General Project Data Input Project file name: G5BJ511loads.CHV Project title: G56J511 Project city, state,ZIP: Hyannis, MA Project date: Friday, July 31,2015 Weather reference city: NEW BEDFORD, MASSACHUSETTS, USA Barometric pressure: 29.836 in.Hg. Altitude: 79 feet Latitude: 41 Degrees Mean daily temperature range: 19 Degrees Starting&ending time for HVAC load calculations: lam-12am Number of unique zones in this project: 1 Calculations performed: Both heating and cooling loads Lighting requirements: 1.50 Watts per square foot Equipment requirements: 0.50 Watts per square foot People sensible load multiplier: 250 Btuh per person People latent load multiplier: 200 Btuh per person Zone sensible safety factor: 0 % Zone latent safety factor: 0 % Zone heating safety factor: 0 % People diversity factor: 100 % Lighting profile number: 0 Equipment profile number: 0 People profile number: 0 Building default ceiling height: 10.00 feet Building default wall height: 10.00 feet hr hr hr hr hr hr I hr hr I hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15 16 17 1 18 1 19 20 21 22 23 24 1 C C C c c c C C C C c C C C C C C C C C C C C C 2 C C C C c c c C C C C C C. c c c C C C C C C C C 3 C C C C C C c C c C c c c C c C C C C C C c c c 4 C C c C C C C C C C C C C C C c C C C C C C C c 5 c c c c c C C C C C C - c C C C C c C c C C C C c 6 C C C C C C C C C C C C c C C c C c c c C c c. C 7 C C C C C c C C c C C C c C C C C C C c c C C c 8 c C c C C c C C c C C C C C C C C C C C C c C C 9 c c C C C C C C C C C C C C C C C C C c c c c c 10 C C c c C C C c C C c c C c' C C C C c C C C C C pF APPROVED � of :::::::::: yG DATE 9/10/15 PFS CORPORATION R. y Cottage Grove,WI ,0 093$ S ALA H:115 jobs1151231BJ KioskslG5BJ5111WORKINGIG5BJ511loads.CHV Friday,September 04,2015,10:12 AM �, r n" Edtt Gomrrie id a C l oa s alcu a on Prog�arn�� ©ife Softwa Dev 16 V nc k NY asw3Uts _._.. Building Summary Loads Building peaks in August at 3pm. 1i £ Q� GI n Roof 144 399 2.76 0 150 150 0.89 Wall 385 1,601 11.06 0 192 192 1.14 Glass 57 2,226 15.39 0 3,695 3,695 21.97 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 4,226 29.21 0 4,036 4,036 24.00 Lighting 240 0 0.00 0 819 819 4.87 Equipment 2,167 0 0.00 0 7,394 7,394 43.96 People 2 0 0.00 400 500 900 5.35 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 90 0 0.00 1,942 691 2,633 15.66 Heat. Vent. 90 6,106 42.20 0 0 0 0.00 Cool. lnfil. 30 0 0.00 647 230 878 5.22 Heat. lnfil. 61 4,139 28.60 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 159 159 0.95 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 14,471 100.00 2,990 13,829 16,819 100.00 Ventilation 6,106 42.20 1,942 691 2,633 15.66 Infiltration 4,139 28.60 647 230 878 5.22 Pretreated Air 0 0.00 - 0 0 0 0.00 Zone Loads 4,226 29.21 400 12,749 13,149 78.18 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc toads 0 0.00 0 159 159 0.95 Building Totals 14,471 100.00 2,996 13,829 16,819 100.00 NO NOON, Total Building Supply Air(based on a 18'TD): 665 CFM Total Building Vent.Air(13.53%of Supply): 90 CFM Total Conditioned Air Space: 144 Sq.ft Supply Air Per Unit Area: 4.6210 CFM/Sq.ft Area Per Cooling Capacity: 102.7 Sq.ft/Ton Cooling Capacity Per Area: 0.0097 Tons/Sq.ft Heating Capacity Per Area: . . 100.49 Btuh/Sq.ft F Total Heating Required With Outside'Air: 14,471 Btuh APPROVED Total Cooling Required Withbutside Air: 1.40 Tons DATE 9/10/15 PFS CORPORATION Cottage Grove,WI H:\15-jobs\15123\BJ Kiosks\G5BJ511\WORKING\G5BJ511loads.CHV Friday,September 04,2015,10:12 AM i 7 i Thane draMngs oon4endal nature and FREY.MOSS STRUCTURES JOB NO: G5BJ512 on herson efe Of a oonfitlellllai Iledlr8 erld fefri6ln the property of Frey-Moss Structures,Inc. (FMSvings use or for exof cept BJ'S Wholesale Club Inc. CALC BY: A.R. r. drewtrrgs iw s^Y purpose,except by written pemessIon of Frey-Moss DATE: 7/28/2015 ~ Structures,Inc.is sMctly prohibited. 40'-0"x 112'-10"Canopy r e; REVISED BY: REVISION DATE: FILE: can-bJ-40018-25-120-2row8 t�„ruil STRUCTURAL CALCULATIONS - I DESIGN LOADS ROOF LIVE LOAD = 25 psf (GROUND SNOW LOAD=25 psf) ROOF DEAD LOAD= 8 psf WIND SPEED= 120 mph EXPOSURE= C . E.moss S P.O. SOX 8 s= 0.184 COVINGTON, GA 30015 S1 = 0.052 SEISMIC CLASS = D OF 41.1r,, SEISMIC DESIGN CATEGORY= B a CHARI.ES H. l moss CIVIL STRUCTURAL MATERIAL NO 3141 STRUCTURAL STEEL ASTM A-992 Fy= 50 ksi s`S TUBULAR STEEL ASTM A-500 GRADE B Fy=46 si �r vAL E ROOF DECK ASTM A-1008 Fy=50 ksl q- S i BOLTS ASTM A-307 Ft=20 ksi Fv= 10 ksi j ANCHOR BOLTS ASTM F 1554 GR. 361 REFERENCES MANUAL OF STEEL CONSTRUCTION AISC (ASD)2005 SPECIFICATION FOR THE DESIGN OF COLD-FORMED ` STEEL MEMBERS=AISI 2009 IBC BUILDING CODE ASCE 7-05 I ` I I Page 1 of 25 Ion are of a confide and ahme and Terrahereon FREY-MOSS STRUCTURES are of a eorrfxJentlel nahxe and rerrwin Ine JOB NO: G 5BJ 512 property of Frey-Moss ShmIures,Ina rvM gsforaseorreW,exc tbywitt BJ'S Wholesale Club Inc. CALC BY: A.R. ! drawings for anY purpose,except bq written 1 permiselan of Frey-Moss Strucbces,Inc.is atdctlyprohibited. 40'-0" x 112'-10" Canopy DATE: 7/28/2015 TABLE OF MEMBERS: ROOF DECK 20 ga Use 1/4"bolts on alternating sides of each purlin I use 2)bolts around Perimeter and last 4 deck ribs on each end j i PURLIN P1 Use W12 x 35 with Zero Flange Brace(s)per Span On Ends Use 3)5/8"A307 Bolts with 1/4"Plate at Splice i Use 4)5/8"A307 bolts to Header Beam Above PURLIN P1 Use W18 x 35 with.Two Flange Brace(s)per Span In Center Header BEAM B1 Use W14 x 68 with 1/2"Column Cap Plate Use(4)5/8 in A307 Bolts into Column Cap Plate i COLUMN C 1 H.S.S.12x12x1/4 i BASE PLATE: *"USE 1.25 in X 24 X 24 BASE PLATE'* ANCHOR BOLT '" USE(4)1.25 in dla Heavy Hex anchor bolts** i FOUNDATION "USE 4.0 ft X 4.0 ft X 6.0 ft DEEP FOOTING I **USE 16).#5 VERTICAL REBAR** —USE 94 TIES @ 12"O,C VERTICALLY** or **USE 4.0 ft Round X 6.5 ft DEEP FOOTING i -USE 16)#5 VERTICAL REBAR** **USE#4 TIES @ 12"O.0 VERTICALLY** j or - Use 6.5 ft X 6.5 ft X 2 ft Deep Spread Footing with#5 Rebar 8"O/C Each Way Top and Bottom of Footing Page 2 of 25 Y « These drawings and all Informatlon hereon are of a confidential nature and remain the FREY-MOSS STRUCTURES JOB NO: G513J512 - property of Frey-Moss Structures,Inc. i (FMS).Any use arpose,reproduction apibyhese BJ'S Wholesale Club Inc, CALC BY: A.R. drawings tw any purpose,except by written , permissionoctly Frey-Moss prohlblted.Structures,Inc.`sstri 40'-0" x 112'-10" Canopy. DATE: 7/28/2015 i LOAD CONDITIONS II� ' 1 DEFINTIONS D = Dead Load Lr= Roof Live Load L= Live Load S = Snow Load + W = Wind Load LOAD CASES FROM ASCE 7-05 2.4.1 1) D Not Considered 2) D + L --> 3) D + (Lr or S or R) 4) D + 0.75L + 0.75(Lr or S or R) Not Considered —> 5) D + (0.6W or 0.7E) —> 6a) D + 0.75L + 0.75(0.6W)+0.75(Lr or S or R) I 6b) D + 0.75L + 0.75(0.7E) +0.75 S j Not Considered 7) 0.6D + 0,6W Not Considered i l 8) 0.6D + 0.7E Not Considered I f Page 3 of 25 .. 4 T These d'evAngs and all Information hereon FREY-MOSS STRUCTURES JOB Ii Nw'O: G513J512 are of a confidential nature and remain the property of Fray-Mass Structures,Inc. i (FIVIS).Any drwMngforanypurp or reproduction,eceftby BJ'S Wholesale Club Inc. CALC BY: A.R. drawings for any purpose,except by written permisslon of Frey-Moss 1 DATE: 7/28/2015 Structures,Inc.Isstrlcttyprohibited. 40'-0" x 112'-10" Canopy Snow Load Calculation for Canopy i I pg =25 psf Ct= 1.2 Ce= 1.0 1 = 1.0 i w= pf= 0.7xCexCtxIxpg = 21.0 psf y= 0.13xpg + 14 17.25#/ft^3 Use lu - 25ft hd from ASCE 7 figure 7-9 = 1.17 ft fascia height = 2.58 ft above bottom of deck hb= pf/y=21.00 / 17.25 = 1.22ft- he= 2.58-1.22 =1.36 ft length of drift= 4 x hd = 4.67 ft w high = 1.17 ft x 17.25#/ft^3 + 21.0 psf= 41.2 psf i ' I I W 21.0 psf 41.2 ps i Page 4 of 25 se are eofa confidential and all information hereon FREY-MOSS STRUCTURES areofaconildentialnatureandrarrelnthe JOB NO: G56J512 I property of Frey-Moss Structures,Ina i (FMS).Any use nypurose,a of except BJ'S Wholesale Club Inc. CALC BY: A.R. I drawings for any Purpose.except by rutusnIstrctly o�Structure,Ia strictly . 40'-0"x 112'-10" Canopy DATE: 7/28/2015 CANOPY DECK CALCULATION CANOPY DECK CALCULATION:: Snow Load+Drift+Dead Load SL= 41.2 psf DL= 8 psf w= 65.4 #/ft( per 16" panel } Drift Load -w= 89.436 #/ft i Mmax(+)= 4.19 in-kips Mmax(-)= 7.67 in-kips fb= 24.74 ksi <allowable=30 ksi o.k **use 20 ga roof deck** see last sheet for panel properties. ** use 1/4" bolts Attach deck to purlin, one per panel. use 2) bolts around Perimeter and last 4 deck ribs on each end see last sheet for panel properties. �4)-0) 10'-8„ 10'-8" 101-8„ 4'-O„ T T W j. 1 '-4" PANEL SECTION Page 5 of 25 0 I Thanea tewbgeand atlureandrenhereon FREY-MASS STRUCTURES JOB No: G56J512 T.of a confidential nature end remain the property of Fnry-Moss structures,Inc.(FMS). Any use or reproductIon of these drawIrWfor BJrS Wholesale Club Inc. CALC BY: A.R. any purpose,except by Written permbsbn of FreyMose SbwWres.Inc.Is stdotly , rr r rr DATE: 7/2812015 I prohNed. 40-0 x 112-10 Canop bock Input/ Ouput from M-5hjI *SUMMARY OF THE INPUT INFORMATION* i i TYPE OF THE PROBLEM:CONTINUOUS BEAM CALCULATION *Types and the locations of the supports in Inch Hinged support at X= 48.000 Hinged support at X= 176.000 Hinged support at X= 304.000 ; Hinged support at X= 432.000 *Total number of different materials 1 From X= 0.000 to X= 480.000 E= 29000.000 ksi I *Total number of different sections 1 From X= 0.000 to X= 480.000 IX= 1.000 Inch**4 I *Total number of distributed loads: 1 Unit Ib/ft At X= 0,000 W1= -65.400 At X= 480.000 W2= -65.400 I K***fIM*11}rMIrfAN*MJ**ir** 'SUMMARY OF THE RESULTS *LENGTH UNIT Inch;FORCE UNIT:Kip *MAXIMUM VALUES *Max.displacement is 0.00532 at X= 36.000 "Min.displacement is -0.16422 at X= 112.000 *Max. shear force is 0.35970 at X= 176.000 *Min.shear force is -0.35970 at X= 304.000 i *Max. moment is 4.18560 at X= 112.000 *Min.moment is. -7.67360 at X= 176.000 *TOTAL APPLIED LOADS 1 *Total applied concentrated load: 0.000 Kip *Total applied concentrated moment: 0.000 Kip Inch I *Total applied distributed load: -2.616 Kip *SUPPORT REACTIONS *Reaction at X= 48.000:Force= 0.599 Moment= 0.000 *Reaction at X= 176.000:Force= 0.708 Moment= 0.000 *Reaction at X= 304.000:Force= 0.708 Moment= 0.000 *Reaction at X= 432.000:Force= 0.599 Moment= 0.000 Page 6 of 25 t r These ofaconingside and all confidential nhereon FREY-MOSS STRUCTURES � are of a confldentlal nature and remain the JOB NO:. G5BJ512 property of Frey-Moss Structures,Ina i(FMS).Myuseorpose.reproduction ptby Ite BJ'S Wholesale Club Inc. CALC BY: A.R. drawings for any purpose,except by wrlden � permleslon of Fray-Moss Structures,Inc.is Wctly prohibited. 40'-0"x 112'-10" Ca nopy DATE: 7/28/2015 I i PURLIN P1 Snow Load + Dead Load PURLIN CALCULATIONS: P1 At Ends i dead load = 8 psf end L= 10.5 ft live load = 21 psf span L= 25 ft snow drift load = 20.2 #/ft beam carries 9.33 ft tributary width w 271 #/ft Total pudin load = 341 #/ft end deft= 1.01 in/ 100^4 span defl= 0.25 in/ 100^4 target end lx=defl(180)(100)/(Lxl2) = 144 in^4 target span Ix=defl(240)(100)/(Lxl2) = 20 in^4 s try W12 x 35 Ix(in"4)= 285 S (in^3)= 45.6 unbraced -L(in) = 16 unbraced -L(in)=300 (-)Mmax(k-in) = 347 (+)Mmax(k-in) = 200 (-)Fb(ksi)= 30.0 - (+)Fb(ksi)= 10.9 (-)fb(ksi)= 7.6 (+)fb(ksi)= 4.4 target deflections:(In) end due to DL+LL=L/180= 0.70 span due to DL+LL =L/240= 1.25 end due to DL=L/540= 0.23 span due to DL=L/720= 0.42 actual deflections:(in) end due to DL+LL = 0.35 span due to DL+LL= 0.09 end due to DL = 0.10 span due to DL= 0.02 Use W12 x 35 with Zero Flange Brace(s) per Span t r Use 4) 5/8"A307 Bolts to Beams Above R1 = 7.18 kips R2 = 11.04 kips t 10'—•6" 25'-0" 41'-10" 25'-0" 10'-6" I W i R1 tR2 tR2 � R1 Page 7 of 25 f tl Theseof draacoMngsandall Information hereon aureandremaift FREY-MOSS STRUCTURES are of a canflderrtlal nature and remain the JOB NO: G5 BJ512 property of Frey-Moss Structures,Inc. (FpAS).My use orpose,eceptbyhese BJ'S Wholesale Club Inc. CALC BY: A.R. drawings for any purpose,except by written permission orihar 'Inc.Is strictly e 40'-0" x 112'-10" Canopy DATE: 7/28/2015 i i PURLIN P1 Snow Load + Dead Load PURLIN CALCULATIONS: P1 at Center dead load = 8 psf end L= 0.00 ft live load = 21 psf span L= 41.83 ft snow drift load = 20.2 #/ft i beam carries 9.33 ft tributary width % 271 #/ft Total purlin load = 341 #/ft end defl= 0 in/ 100^4 span deft= 3.22 in/ 100^4 I target end Ix= defl(180)(100)/(Lxl2) = 0 in^4 target span Ix= defl(240)(100)/(Lx12) = 154 in^4 i try W18 x 35 Ix(in"4)= 510 S (in^3)=. 57.6 unbraced -L (in)= 16 unbraced -L(in)= 167.32 (-)Mmax(k-in) = 0 (+)Mmax(k-in)= 490 (-)Fb(ksi)= 30.0 (+)Fb(ksi)= 10.3 (-)fb(ksi)= 0.0 (+)fb(ksi)= 8.5 target deflections:(in) end due to DL+LL =L/180= 0.00 span due to DL+LL=L/240= 2.09 end due to DL=L/540= 0.00 span due to DL =L/720= 0.70 actual deflections:(in) end due to DL+LL= 0.00 span due to DL+LL = 0.63 end due to DL = 0.00 span due to DL = 0.17 Use W18 x 35 with Two Flange Brace(s) per Span j Use 4) 5/8"A307 Bolts to Beams Above R1 =7.18 kips R2= 11.04 kips 10'-6" 25'-0" 41'-10" 25'-0" 10'-6" r , W 7 R 1 R2 I R2 R`1 Page 8 of 25 a hese Teonare faconigs d all ntialwturea FREY MOSS STRUCTURES JOB NO: G5BJ512 � herein are of a confidential nature and � remain the property of Frey-Moss I Structures.lnc.(sedr.Any gsfora BJ'S Wholesale Club Inc. CALC BY: A.R. reproduction of these drawings for any purpose, swcturreess,IInnc.l�sst�uy� 40'-0" x 112'-10" Canopy DATE: 7/28/2015 PURLIN P1 FULL SNOW LOAD ENTIRE LENGTH OF CANOPY *SUMMARY OF THE INPUT INFORMATION* I I TYPE OF THE PROBLEM :CONTINUOUS BEAM CALCULATION "Types and the locations of the supports in Inch Hinged support at X= 126.000 Hinged support at X= 426.000 Hinged support at X= 928.000 Hinged support at X= 1228.000 *The locations of the intermediate hinges are: X= 485.000 X= 869.000 "Total number of different materials 1 . From X= 0.000 to X= 1354.000 E= 29000.000 ksi *Total number of different sections 1 From X= 0.000 to X= 1354.000 IX= 100.000 Inch**4 *Total number of distributed loads: 4 Unit Ib/ft At X= 0.000 W 1= -122.000 At X= 1354.000 W2= -122.000 At X= 0.000 W 1= -197.000 At X= 1354.000 W2= -197.000 At X= 0.000 W 1= -94.200 At X=. 56.000 W2 0.000 At X= 1298.000 W1= 0.000 At X= 1354.000 W2= -94.200 *SUMMARY OF THE RESULTS *LENGTH UNIT Inch ;FORCE UNIT: Kip *MAXIMUM VALUES *Max.displacement is 0.18682 at X= 1015.500 "Min.displacement is -3.06660 at X= . 677.000 ! I 'Max. shear force is 6.67241 at X= .928.000 *Min.shear force is -6.67241 at X= 426.000 *Max. moment is 489.98382 at X= 677.000 Min. moment is-347.40417 at X= 426.000 TOTAL APPLIED LOADS *Total applied concentrated load: uw Kip *Total applied concentrated moment: 0.000 Kip Inch *Total applied distributed load: 36.433 Kip *SUPPORT REACTIONS *Reaction at X= 126.000 : Force= 7.181 Moment= 0.000 *Reaction at X= 426.000: Force= 11.036 Moment= 0.000 *Reaction at X= 928.000: Force= 11.036 Moment-- 0.006 "Reaction at X= 1228.000: Force= 7.181 Moment-- 0.000 Page 9 of 25 ra il rnonareofngsandndaln tuna FREY-MOSS STRUCTURES hereon areofacontldentlelnalureand JOB NO: G5BJ512 remain the property of Frey-Moss Structures .W.(FMS).Any use or gJ'S Wholesale Club Inc. CALC BY: A.R. reproduction of these drawings for any pureyouureh�sade FMssnctures i y 40'-0"x 112'-10" Canopy DATE: 7/28/2015 PURLIN FULL SNOW LOAD AT CANTILEVER 1/2 SNOW LOAD ELSEWHERE ...x........... ....s.w.........x. *SUMMARY OF THE INPUT INFORMATION" i TYPE OF THE PROBLEM: CONTINUOUS BEAM CALCULATION i *Types and the locations of the supports in Inch Hinged support at X= 126.000 ` Hinged support at X= 428.000 Hinged support at X= 928.000 Hinged support at X= 1228.000 *The locations of the intermediate hinges are: X= 485.000 X= 869.000 *Total number of different materials : 1 From X= 0.000 to X= 1354.000 E= 29000.000 ksi i *Total number of different sections . 1 ' From X= 0.000 to X= 1354.000 IX= 100.000 Inch**4 *Total number of distributed loads: 4 Unit Ib/ft At X= 0.000 W 1= -122.000 At X= 126.000 W 2= -122,000 At X= 0.000 W 1= -197.000 At X= 1354.000 W2= -197.000 At X= 0.000 W 1= -94.200 At X= 56.000 W2= 0.000 At X= 1298.000 W 1= 0.000 At X= 1364.000 W2= -94.200 *SUMMARY OF THE RESULTS *LENGTH UNIT Inch ;FORCE UNIT: Kip i *MAXIMUM VALUES *Max. displacement is 0.27415 at X= 276.000 *Min.displacement is -1.94402 at X= 677.000 *Max. shear force is 4.12058 at X= 928.000 *Min.shear force is -4.12058 at X= 426.000 I *Max. moment is 302.59189 at X= 677.000 *Min. moment is-234.61028 at X= 126.000 *TOTAL APPLIED LOADS *Total applied concentrated load: 0.000 Kip *Total applied concentrated moment: 0.000 Kip Inch *Total applied distributed load: -23.949 Kip *SUPPORT REACTIONS *Reaction at X= 126.000: Force= 6.099 Moment= 0.000 *Reaction at X= 426.000 : Force= - 6.516 Moment-- 0.000 *Reaction at X= 928.000:Force= 6.785 Moment-- 0.000 *Reaction at X= 1228.000 : Force= 4.549 Moment-- 0.000 Page 10 of 25 These s and all on hereon are rofagconfrdntalfatureand FREY-MOSS STRUCTURES JOB NO: G5BJ512 remaln the property of Frey-Moss Structures' Inc.(RA).Any use or BJ'S Wholesale Club Inc. CALC BY: A-R. _ reproductlon of these drawings for any purpose,except by written perrtdssicn of Frey-Moss Structures,inc.isstrictly 40'-0"x 112'-10" Canopy DATE: 7/28/2015 I PURLIN FULL SNOW LOAD AT BAY-1st Bay 1/2 SNOW LOAD ELSEWHERE • i 'SUMMARY OF THE INPUT INFORMATION TYPE OF THE PROBLEM:CONTINUOUS BEAM CALCULATION 'Types and the locations of the supports in Inch j Hinged support at X= 126.000 Hinged support at X= 426.000 Hinged support at X= 928.000 Hinged support at X= 1228.000 ; •The locations of the intermediate hinges are: X= 485.000 X= 869.000 j *Total number of different materials : 1 From X= 0.000 to X= 1354.000 E= 29000.000 ksi *Total number of different sections : 1 I From X= 0.000 to X= 1354.000 IX= 100.000 Inch'"*4 *Total number of distributed loads: 4 Unit Ib/ft At X= 126,000 W 1= -122.000 At X= 426.000 W2= 122.000 At X= 0.000 W 1= -197.000 At X= 1354.000 W2= -197.000 At X= 0.000 W 1= -94.200 At X= 56.000 W2= 0.000 At X= 1298.000 W 1= 0.000 At X= 1354.000 W2= 94.200 *SUMMARY OF THE RESULTS *LENGTH UNIT Inch; FORCE UNIT: Kip *MAXIMUM VALUES 'Max.displacement is 0,12782 at X= 1015.500 *Min. displacement is -1.78663 at X= 677.000 i *Max.shear force is 4.18961 at X= 426.000 *Min.shear force is. -4.12058 at X= 426.000 t *Max.moment is 302.59189 at X= 677.000 *Min.moment is-214.54113 at X= 426.000 'TOTAL APPLIED LOADS *Total applied concentrated load: 0.000 Kip *Total applied concentrated moment: 0.000 Kip Inch Total applied distributed load: -25.718 Kip i *SUPPORT REACTIONS i *Reaction at X= 126.000: Force= 6.074 Moment-- 0.000 *Reaction at X= 426.000:Force= 8.310 Moment-- 0.000 *Reaction at X= 928.000:Force= 6.785 Moment-- 0.000 Reaction at X= 1228.000: Force= 4.549 Moment= 0,000 i Page 11 of 25 i 1 'I These reonar drawings and all information FREY MOSS STRUCTURES -JOB NO: GSBJ512 hereon are of a confidential nature end- � remain the property of Frey-Moss StruodotUree. ft.(FIVIS).Any sedrwingsf9or BJ'S Wholesale Club Inc. CALC BY: 'A.R. , reproductlon of these drowings for arty purpose, Frey-Moss SWcturesslnc permission strriictly� 40'-0"x 112'-10" Canopy DATE:. 7/28/2015 PURLIN FULL SNOW LOAD AT BAY-Center Bay 1/2 SNOW LOAD ELSEWHERE *SUMMARY OF THE INPUT INFORMATION* i • i TYPE OF THE PROBLEM: CONTINUOUS BEAM CALCULATION 1 •Types and the locations of the supports in Inch Hinged support at X= 126.000 , Hinged support at X= 426.000 Hinged support at X= 928.000 Hinged support at X= 1228.000 •The locations of the intermediate hinges are: X= 485.000 X= 869.000 •Total number of different materials : 1 s From X= 0.000 to X= 1354,000 E= 29000.000 ksi •Total number of different sections 1 From X= 0.000 to X= 1354.000 IX= 100.000 Inch**4 *Total number of distributed loads : 4 Unit Ib/ft At X= 426.000 W 1= -122.000 At X= 928.000 W 2= -122.000 At X= 0.000 W 1= -197.000 At X= 1354.000 W2= -197.000 At X= 0.000 W 1= -94.200 At X= 56.000 W 2= 0.000 At X= 1298.000 W 1= 0.000 At X= 1354.000 W2= 94.200 •SUMMARY OF THE RESULTS" •LENGTH UNIT Inch ;FORCE UNIT : Kip *MAXIMUM VALUES •Max. displacement is 0.37532 at X= 1078.000 •Min.displacement is -3.21720 at X= 677.000 *Max.shear force is 6.67241 at X= 928.000 *Min. shear force is -6.67241 at X= 426.000 *Max. moment is 489.98382 at X= 677.000 *Min.moment is-347.40417 at X= 426.000 *TOTAL APPLIED LOADS •Total applied concentrated load: 0.000 Kip •Total applied concentrated moment: 0.000 Kip inch •Total applied distributed load: -27.771 Kip I •SUPPORT REACTIONS •Reaction at X= 126.000: Force= 4.106 Moment-- 0.000 •Reaction at X= 426.000: Force= 9.780 Moment-- 0.000 *Reaction at X= 928.006:Force= 9.780 Moment-- 0.000 1 *Reaction at X= 1228.000 : Force= 4.106 Moment= 0.000 �. Page 12 of 25 k n These drawings and ell Irdormetlon hereon are of a confldental nature and remain the FREY-MOSS STRUCTURES JOB NO:. G513J512 property of Frey-Moss Structures,Ina - (FMS)sfora ypr ose,eoeptbyhese BYS Wholesale Club Inc. CALC BY: A.R. drawings fa any purpose,except Iry written pennlsslon of Frey-Moss Structures,Inc.Is DATE• 7/28/2015 strictly prohibited. 40'-0"x-112'-10" Canopy E HEADER BEAM CALCULATION BEAM CALCULATION: LOAD CONDITION #1 P1 = 11.04 kips end L= 8.5 ft P2 = 10.59 kips span L= 15.00 ft i end defl= 4.17 in/100^4 span deft= 1.2 in/ 100^4 target end Ix= defl(180)(100)/(Lxl2) = 736 in^4 target span Ix=defl(240)(100)/(Lx12) = 160 in^4 i try W14 x 68 Ix(in^4)= 723 S (in^3)= 103 unbraced -L(in) = 128 unbraced +L(in) :128 (-)Mmax(k-in) = 1126 (+)Mmax(k-in) = 0 (-)Fb(ksi)= 30.0 (+)Fb(ksi)= 30.0 (-)fb(ksi)= 10.9 (+)fb(ksi)= 0.0 target deflections:(!n) end due to DL+LL =L/180= 0.57 span due to DL+LL =U240= 0.75 end due to DL =U540= 0.19 span due to DL=U720= 0.25 actual deflections:(in) end due to DL+LL = 0.58 span due to DL+LL = 0.17 end due to DL = 0.14 span due to DL = 0.04 Use W14 x 68 with 1/2" Column Cap Plate Use (4) 5/8 in A307 Bolts into Column Cap Plate I Support Reactions R1 = 21.63 kips . 1 k Page 13 of 25 t . I ra tio Teonareofingsandntialnaturen FREY MOSS STRUCTURES heraonareofaconfldentlalnalureand . JOB NO: G5BJ512 remaln the property of Fray-Moss SWuctlon, fthesMS).Mysfora BJ'S Wholesale Club Inc. CALC BY: A.R. reproductlon ofthese drawingsforeny purpose, spa re",Iin�.i sMa9yor .40'-0" x 112'-10" Canopy DATE: 7/28/2015 i HEADER BEAM SNOW LOAD+DEAD LOAD *SUMMARY OF THE INPUT INFORMATION I i TYPE OF THE PROBLEM:CONTINUOUS BEAM CALCULATION j *Types and the locations of the supports in inch Hinged support at X= 102.000 Hinged support at X= 282.000 *Total number of different materials 1 From X= 0.000 to X= 384.000 E= 29000.000 ksi ! *Total number of different sections 1 From X= 0.000 to X= 384.000 IX= 100.000 Inch**4 # Not e:loading acting directly at support will be ignored. *Total number of concentrated loads : 4 Unit Kip Inch At X= 0.000 load P= -11.040 Moment-- 0.000 At X= 128.000 load P= -10.590 Moment= 0.000 At X= 256.000 load P= -10.590 Moment= 0.000 At X= 384.000 load P= -11.040 Moment-- 0.000 *SUMMARY OF THE RESULTS ########################## *LENGTH UNIT Inch; FORCE UNIT: Kip i *MAXIMUM VALUES i *Max.displacement is 1.19880 at X= 192.000 *Min.displacement is -4.16557 at X= 384,000 *Max. shear force is 11.04000 at X= 96.000 j *Min.shear force is -11.04000 at X= 282.000 *Max.moment is 0.00000 at X= 384.000 *Min.moment Is-1126.08000 at X= 282.000 *TOTAL APPLIED LOADS I *Total applied concentrated load: -43.260 Kip *Total applied concentrated moment: 0.000 Kip Inch *Total applied distributed load: 0.000 Kip *SUPPORT REACTIONS *Reaction at X= 102.000 :Force= 21.630 Moment= 0.000 *Reaction at X= 282.000 :Force= 21.630 Moment= 0.000 Page 14 of 25 draW nformation Theseof aconngsandall reandremai the FREY-MOSS STRUCTURES eon are of a cordlder,Hat nature and remain the JOB NO: G56J512 property of Frey-Moss Stn,ctures,Inc. (FMS)sforan use or reproduction e,exceptb these BJ'S Wholesale Club Inc. CALC BY: A.R. drawings for any purpose,except by written permission of Frey-Moss Structures,Inc.Is stri0iprohibited. 40'-0"x 112'-10" Canopy DATE: 7/28/2015 HEADER BEAM CALCULATION I BEAM CALCULATION: LOAD CONDITION#2 I X Direction Point Loads Calculated by Taking Total Load and multipling by the ratio of DL/LL to get DL only P1x= (DULL)x P1 = 2.32 kips P2x= (DULL)x P2 = 2.23 kips 1 P3x= (DULL)x P3 = 0.00 kips Y Direction Point Loads Calculated using Equation 16-50 Fx = 1.2 x SDS/R x w SDS = 0.20 R= 1.25 t P1 y= 1.2 x SDS x(DL/LL)x P1 /R = 0.44 kips P2y= 1.2 x SDS x(DULL)x P2/R = 0.42 kips P3y= 1.2 x SDS x(DULL)x P3/R= 0.00 kips ( i end L= 8 ft i span L= 15 ft Deflections taken from M-Strudl Output end deflection x = 0.14 in end deflection y= 0.16 in. span deflection x = 0.00 in span deflection y=0.00 in. i 6r--6" 9,_6„ P3 P2 P1 - R1 Page 15 of 25 fa The ofaconngs tuna tureand emainton FREY-MOSS STRUCTURES areofaaorfidentlalnatureandrematnthe JOB NO: G513J512 property of Frey,%ss Structures,Inc. (FMS).Any ulyprpose,ectlon of eptbythese BJ'S Wholesale Club Inc. CALC BY: A.R. , drewtngsforerryPurpose,exceptbywdtten permission of Fray-Mass Structures,Inc.Is < strldtyprotibIted. 40'-0"x 112'-10" Canopy DATE: 7/28/2015 HEADER BEAM CALCULATION ' i BEAM CALCULATION: LOAD CONDITION#2 try W14 x 68 Ix(in"4)= 723 Sx(in"3)= 103 ly(in^4)= 121 Sy(in A3)= 24.2 unbraced -L(in)= 80 unbraced +L(in) :1 Mx max(k-in) = 237.1 My max(k-in)= 44.7 Fbx (ksi)= 30.0 Fby(ksi)= 30.0 fbx(ksi)= 2.3 fby(ksi)= 1.8 fbx/ Fbx = 0.08 fby/ Fby= 0.06 i fbx/ Fbx+fby/Fby= 0.14 < 1.00 OK target deflections:(in) end due to DL+LL =L/180= 0.57 span due to DL+LL =L/240= 0.75 end due to DL =U540= 0.19 span due to DL =U720= 0.25 Use W14 x 68 Support Reactions R1x= 4.55 kips R1 y=0.86 kips Use (8) 7/8 in A307 Bolts into Column Cap Plate 6'-6" 9,-6n i 1 P3 P2 P1 j I ,R1 i I ' Page 16 of 25 , I I I i i I The ofac 4ngsandnall urefo ana6cnhareon FREY-MOSS STRUCTURES areofaconfldentlalnaarreandremalnthe JOB NO: G5BJ512 property of Frey-Moss Structures,Inc. (drawings y use ororany urose.ex a these BJ'S Wholesale Club Inc. CALC BY: A.R. drewngs far any purpose,except by Structures,Inc.isshicily prohibited.written pernnisslon of ed. 40'-0"x 112'-10" Canopy DATE: 7/28/2015 - WIND & SEISMIC ANALYSIS wind analysis: refer 2009 IBC Building Code&ASCE 7-05 height to top of structure = 18 ft wind speed . = 120 mph. Importance factor, 1 = 1.00 Kz(Table 6-3) = 0.90 Kh (Table 6-3) = 0.90 - Kd (Table 6-4)= 0.85 Kzt(Figure 6-4)= 1.00 qz = 0.00256 x Kz x Kzt x Kd x VZ x I = 28.201 psf - G (Section 6.5.8)= 0.85 Cf(figure 6-23)= 1.8 Length of Canopy= LC = 112.83 ft Fascia Height= FH = 3 ft design wind load = qz x G x Cf= 43.1 psf Area of Canopy Face=Af= LC X FH = 338 sq.ft. design wind force,= F = qz x G x Cf x Af x 1.5 = 21.91 kips seismic analysis: refer 2009 IBC Building Code&ASCE 7-05 From Figure 22-1 Ss = 0.184 g From Figure 22-2 S1 = 0.052 g From the Geotechnical Report Site Class D has been selected From table 11.4-1 Fa = 1.6 From table 11.4-2 Fv,= 2.4 Seismic-Occupancy Catagoryfrom Table 1-1 1 SMS = Fax Ss. = 0.29 SM1 = Fv x S1 = 0.12 SDS =2/3 SMS = 0.20 SD1 = 2/3 SM1 W 0.0832 i Seismic Design Category B r Response Modification Factor from Table 12.2-1.G.3. 1.25 (� Page 17 of 25 I I i These drawings and all Information hereon I are of a confidentlal nature and remain the FREY-MOSS STRUCTURES JOB NO: G5BJ512 property of Frey-Moss Structures,Inc. (FMS).Any use or reproduction of these BJ'S Wholesale Club Inc. CALC BY A.R. drawings for any purpose,except by - written perrrtisslon of Frey-Moss Structures.Inc.Isstrlctiyprohibited. 1 40'-0"x 112'-10" Canopy DATE: 1 7/28/2015 i r WIND & SEISMIC ANALYSIS j seismic analysis continued: j Equation 12.8-1 & 12.8-2 shows V= Sos/ R x I x W Sds/R= 0.157 Weight of Canopy is as follows: - i . i Weight of steel including 1/2 columns = 17.01 kips Weight of Deck= 2.2 Ibs/ft x 40 ft x 112.83 ft= 9.93 kips Weight of Fascia, Gutter and Soffit= 1.53 kips ` Total Weight= 28.46 kips Add Ev to Dead Load = 29.58 kips Reaction from Seismic at top of Canopy=V= 4.64 kips Ev = 0.2XSDSXDL = 1.12 kips E = Eh = pXVXom = 7.55 kips for Load Case 5) 0.7 E = 5.28 kips for load case 6)0.75 X 0.7 E= 3.96 kip;. moment from seismic load: . canopy width= B = 40 ft no of cols= 8 canopy length=L = 112.83 ft Height of Center of Fascia = 22 ft Moment Case 5) = Reaction * Height/#Columns= 14.53 kft/col Moment Case 6) = Reaction *Height/#Columns= 10.90 kft/col moment from wind load: Columns in Effective Area = 8 columns Design Wind Force= 21.91 kips i Design Wind Force per Column = 2.74 kips Effective Height= 19 ft Moment from Wind = Force/#Columns x Column s Height= 52.03 ft-kips p Moment from LL If Single Row of Columns 1/2 Live Load Moment= (LL/2)*Area*Dist= 0.00 ft-kips Offset Moment= TL*Width*Area*Offset= 0.00 ft-kips Total Moment=Wind or Seismic+ Greatest Live Load Moment 52.03 ft-kips Page 18 of 25 These a conandallInformationhereon MOSS STRUCTURES are of a confidential FREY- ntial nature and remain the JOB NO: G5BJ512 property of Frey-Moss Structures,Inc. (FMS).Any use or reproduction of these BJ'S Wholesale Club Inc. CALC BY: A.R. drawings for any purpose,except by - written permisslon of Fray-Moss DATE: 7/28/2015 structures,Inc.Is strictlyprohibited. 40'-0"x 112'-10" Canopy MAIN COLUMN CALCULATION: C1 i Column Selection: Try H.S.S. 12x12x1/4 Sx= 41.4 inA3 A= 10.8 in^2 r= 4.79 in Ix= 248 in^4 K= 2.1 Height= 19 ft j KH/r= 99.96 Fa = 14.39 ksi Fe= 14.95 ksi Fb = 27.6 ksi Column Calculation at Rigid Frame: Wind Moment is Greater Load Combination : DL+ LL +WL f P = DL + LL'= 21.63 kips fa=P/A = 2.00 ksi fa/Fa= 0.14 AISC EQ.H1-1 APPLIED Maximum Moment-- 52.03 ft-kips fb = Moment*12/Sx= 15.08 Use Equation H 1-2 =fb/Fb = 0.55 ksi fa/Fa +fb/Fb 0.69 < 1.00 O.k. LATERAL DRIFT= R.hA3./3EIx = 1.50 in ***USE H.S.S. 12xl2xl/4 FOR COLUMN *** I . DL LL WL or EL e COLUMNY� ' Page 19 of 25 ; ra lo Teonareofaosandnfialnaturen FREY-MOSS STRUCTURES hereon areefaconndentlalnatureand JOB NO: G5BJ512 remain the property of Frey-Moss Structures, Inc.(FMS).Any use or BJ'S Wholesale Club Inc. CALC BY: A.R. reproduction of these drawings for any °° or F`reyM�s�'�,regei��wctly 40'-0" x 112'-10" Canopy DATE: 7/28/2015 COLUMN BASE PLATE CALCULATION moment from wind/seismic, M1 = 52.03 ft-kips axial force, P1 = 21.63 -ft-kips i design moment, M = 52.03 kft design axial force, P = 21.63 kips i L=length of base PL - 24 in + B=width of base PL = 24 in I dl=hole dist from edge = 3 in I i T=tension in the anchor bolts,M/d2 = 41.62 kips Al=conc foundation area= 16 sq ft A2=base pl area = 4 sq ft Fp=0.35(fc)[sgrt(A1/A2)] = 1.75 ksi f 1= pressure in conc=2T/ d3.B = 0.19 ksi < 1.75 ksi o.k P/A 0.04 ksi < 1.75 ksi o.k fp2=conc pr at col = fpl A / d3 = 0.13 ksi Mpll=(fpl+fp2)/2*(d3-d) + P/A*(d3-d)= 4.16 kft Mpl2=T*(d3-d-dl) = 5.20 kft Mpl=des Mom for pl= 5.203 kin plate thk,tp=sgrt[6Mpl/0.75Fy]= 1.08 in ** USE 1.25 in X 24 X 24 BASE PLATE ** AXIAL FORCE (FROM DL & LL) MOMENT (FROM WQ i. COLUMN O O TYP' 5/16 I I BASE PLATE f I I < I I N fp2 ` d1 d2 fp1 O d3 t T (TENSION) COMAREASION 24„ 3"�.., Page 20 of 25 t Theseof dravaconfde and all tlalnalneandronhereon FREY-MOSS STRUCTURES are of a wnfiden6al nature and remain the JOB NO: - G5BJ512 - property of Frey-A4oss Structures,Inc. (FUS).Any use or reproduction of thes a BJ'S Wholesale Club Inc. CALC BY: A.R. drawings for any purpose,except by written s,Inc.slonIs strictly of y prohibited. DATE: 7/28/2015 SWctures,lnc.lssbictlyprahlbited. 40'^0"X 112'-10" Canopy Anchor Bolt Calculations UPLIFT Uplift=qz xG x Cn x .6 = 15.82 psf Cn = 1.1 Dead Load 8 psf Pup =( Uplift-Dead Load }x area to column Pup= 4.88 kips I . I i i Anchor Bolt Calculation i Tb, tension force per bolt = Pup/8+T/4= 22.03 kips required bolt dia, d=2*sgrt[Tb/(.33x58x3.14)]= 1.21 in :. Anchor Bolt Embedment= 24 in i ** USE (4) 1.25 in dia Heavy Hex anchor bolts ** Page 21 of 25 and These dravvings confidential n l Information and remain the FREY-MOSS STRUCTURES are ofaconFldenUalnatureendremainthe JOB NO: G513J512 property of Frey-Moss Strucbrres,Inc. (F ravAngforan reproductionrpow, oft4y BJrS Wholesale Club Inc. CALC BY: A.R. drawlnps for any purpose,except by ' written permission of Frey-Mass �f /► DATE: 7/28/2015 sWdures,Inc.issbicUyprohiblted. 40'-0"X 112r'10" Cano Column Foundation Square Footing Calculation: Footing Constrained at Grade. Try 4 ft Square Footing Foundation resists 2000 psf x 4 ft x 4 ft= 32.00 kips > 21.63 kips OK Try Depth of 6 ft r i S3 =Allowable Lateral Soil-Bearing Pressure= 150 psf x(2 +footing depth) S3 = 1200 psf Foundation Depth per Equation 18-2 = d^2 = 4.25( P x h l(S3 x b)) d = (4.25 x(2738 Ibs x 17.0 ft/(1200 psf x 5.66 ft)))^.5= 5.40 ft OK I , **USE 4.0 ft X 4.0 ft X 6.0 ft DEEP FOOTING **USE 16)#5 VERTICAL REBAR** **USE#4 TIES @ 12" O.0 VERTICALLY** I I i i t Page 22 of 25 dra s and Theseof a ewingntialnlireanationhereon FREY-MOSS STRUCTURES N are of a c�nfldential nature and remain the JOB NO: G56J512 property of Frey-Moss Structures,Inc. (FM1Agsfora use orreproduceptbythese BJ'S Wholesale Club Inc. CALC.BY: A.R. drawings for any purpose,except by written permission of Frey-Moss Structures,Inc.Is strictly prohibited. 40'-0"x 112'-10",Canopy DATE: 7/28/2015 Column Foundation Round Footing Calculation: Footing Constrained at Grade. Try 4 ft Round Footing Foundation resists 2000 psf x 2.0 ft^2 x pi = 25.13 kips>21.63 kips OK t Try Depth of 6.5 ft S3 =Allowable Lateral Soil-Bearing Pressure = 150 psf x(2 +footing depth) S3 = 1275 psf :Foundation Depth per Equation 18-2 = d^2 =4.25 ( P x h /(S3 x b)) d = (4.25 x (2738 Ibs x 17.0 ft/(1275,psf x 4.00 ft)))^.5= 6.23 ft OK **USE 4.0 ft Round X 6.5 ft DEEP FOOTING **USE 16) #5 VERTICAL REBAR** **USE#4 TIES @ 12" O.0 VERTICALLY** j I i i I i i i Page 23 of 25 These drawings tialnaureandremainthe PREY-MOSS STRUCTURES on hereon are of a confidential nature and remain the JOB NO: G5BJ512 property of Fray-Moss Structures,Inc. (FMS).Any use or reproduction ofthe" BJ'S Wholesale Club ALC BY: A.R. drawings for any purpose,except by Inc.. wrltteSpermlon�c.Isst 40'-0"x 112'-10" Canopy DATE: 7/28/2015 Column Foundation Calculations Spread Footing Calculation Footing Constrained at Grade. Try 6.5 ft X 6.5 ft X 2 ft Mimimum Anchor Bolt Embedment= 12(A.B.DIA) = 24 in Total Projection Area = 2(embed) + ABSpace 58 in < 78 Allowable Soil Bearing Pressure= 2000 psf (as per soils report} Load Case P P + Footing Wt. M 5y 4.55 kips 16.38 kips 52.03 ft-kips S 6y 12.81 kips 24.64 kips 3.96 ft-kips r 5x 4.55 kips 16.38 kips 52.03 ft-kips 6x 12.81 kips 24.64 kips_ 3.96 ft-kips Footing Area =42.25 ft^2 Footing Volume= 84.5 ft"3 Soil Volume above footing =2.0 x 6.5 ft x 6.5 ft = 84.5 Ft^3 _ I: Footing Weight= Volume X 140 Ibs/ft^2 = 11.83 kips Soil Weight above Footing =Volume x 100 Ibs ft^3= 8.45 kips I Resisting Moment= Foundation Weights X 112 Footing Length Resisting X-direction 11.83 X 1/2 6.5 ft =65.91 ft-kips> 52.03 OK t Resisting Y-direction = 11.83 X 1/2 6.5 ft=65.91 ft-kips> 52.03 OK Sx= bd/6 = 45.771 ft^3 Sy= bd/6 = 45.771 ft^3_ Load Case PIA M/S P/A + M/S 5y 0.1078 1.137 1.24 <2 ksf OK 6y 0.5831 0.087 0.67 <2 ksf OK 5x 0.1078 1.137 1.24 <2 ksf OK 6x 0.5831 0.087 0.67 <2 ksf OK Use 6.5 ft X 6.5 ft X 2 ft Deep Spread Footing with #5 Rebar 8"O/C Each Way Top and Bottom of Footing Page 24 of 25 l rmation hereon The se drawingeend all nature and the are FREY-MOSS STRUCTURES , of a oonAdantlal nature and remain tire JOB NO: G5BJ512 Property of FreyaVlose Structures,Ino.(FMS). 1 Any use or reproduction ofthe��dravdngafor BJ'S Wholesale Club Inc. CALC BY: A.R. any purpose,except by written permission of i FreyMoes Struoturee,Inc.is stdotiy �� .r DATE: 712 812 01 5 j prohlbilad. 40-0 x 112-10 Canopy , i 20CAA Ceil inq/ Wall 12eck - V Fall 1 1.062 .875 1 2 3 4 7 6 5 Fy = 50,000 Fb = 30,000 1-7 i t = .036 in 3 %ww a i 16" i Calculation Taken from From "AISI Cold Formed Steel Design"2002 Edition-Section 3.5&3.6 POSITIVE BENDING NEGATIVE BENDING Member A Y AY AY2 I A Y AY AY2 I 1 0.500 2.750 1.375 3.781 0.010 0.500 2.750 1.375 3.781 0.010 2 0.990 2.982 2.952 8.803 0.000 0.990 2.982 2.952 8.803 0.000 3 3.000 1.500 4.500 6.750 2.250 3.000 1.500 4.500 6.750 2.250 i 4 15.928 0.018 0.287 0.005 0.002 1.611 0.018 0.029 0.001 0.000 5 2.938 1.469 4.316 6.340 2.113 2.938 1.469 4.316 6.340 2.113 6 0.803 2.920 2.345 6.847 0.000 0.803 2.920 2.345 6.847 0.000 7 0.312 2.782 0.868 2.415 0.003 0.312 2.782 0.868 2.415 0.003 Totals 24.471 16.643 34.941 4.378 10.154 116.385134.9371 4.377 i Determine Effective Width Using Equation 132.1-1 through 62.1-5 i From 2001 AISI Standard with 2004 Supplement j. Check Compression Members - i w/t=0.990/0.036=28< 30 OK w/t= 15.928/0.036=442>30 Calculate Effective Width of Compression Flange b= p X w=0.101 X 0.036= 1.611 in i Ybar= 16.643/24.471 = 0.680 Ybar= 16.385/10.154 = 1.614 C= 3.000-0.680=2.320 C = 3.000-1.614 = 1.386 1= 4.378 +34.941 -24.471(0.680)^2 I = 4.377+34.937- 10.154(1.614)^2 1= 28.001 x t=28.001 x 0.036. 1 = 12.874 x t= 12.874 x 0.036 I= 1.008 in^4 I = 0,463 in^4 S= 1.008/2.320 S = 0.46311.386 S= 0.435 in^3 S = 0.334 in^3 I Page 25 of 25 F . Of husetts hu. :The Consft 11cftn Testing P"W June 21,2016 Building Division Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: UTS Project#19476 BJ's Wholesale Club Gas Station 500 Iyannough Road Hyannis,Massachusetts To whom it may concern: As requested,UTS has made a review of all soil and concrete reports for the above referenced project. It is our opinion,based upon this review that the work for the above project was found to be in compliance with project drawings and specifications. Should you have any questions,or if we may be of any further assistance,please do not hesitate to contact this office. Sincerely, UTS OF MASSACHUSETTS, INC. 11F Georges N.Nehme Professional Engine e 71991.71 ' �� GNN/cah 5 Richardson Lane, Stoneham, Massachusetts 02180 • (781) 438-7755 Fax (781) 438-6216 Website: http://www.utsofmass.com 9 Email address: generaloffice@utsofmass.com Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-11-2016 Report No. 3 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors WEATHER: 60-70° .TIME: 7:00 a.m. CONTACT: Paul Oliver of LaMountain Brothers Contractors PURPOSE: Observe earthwork construction and perform field density test EQUIPMENT: Excavator, Loader with backhoe TEST METHOD: ® Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer s Maxtmurn Fteld Test/� Peiceit Dry D Percent �� Eledati. y � � � No ,MoistureN Dense' :;;;Densr Gorr► action Location - Feet tY, p .. i ME _ �d .' 1 9.0 129.3 124.5 96.3 Footing 7, 8 Subbase 2 9.0 129.3 124.9 96.6 Footing 5 Subbase 3 9.0 129.3 125.7 97.2 Footing 3 Subbase 4 9.0 1 129.3 1 126.8 1 98.1 Footing 1, 2 Subbase OBSERVATIONS: The purpose of this visit was to observe/test compaction of footing bases at #1, 2, 3, 5, 7, and 8. Material used is onsite existing fill compacted with the plate compactor. Soil description: M sand and gravel, trace cobbles, trace silt. 'A total of 4 field density tests were performed using the ASTM D1556 Sand Cone method of testing. The earthwork observed/tested does conform to minimum requirements of 95% compaction. These observations/testing results were reported to Mr. Oliver during this visit. Ins cot 'y f pe PremiumTra�eT Hours emu. `- Tme Jordan Foster No Max Day 2.5 Hr(s) REVIEWED BY: Chuck Fraser Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Cc'. BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore � Of Massachusetts -The Construction Testing People'' -page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-13-2016 Report No. 4 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors WEATHER: Cloudy, 550 TIME: 7 :00 a.m. CONTACT: Paul Oliver of LaMountain Brothers Contractors PURPOSE: Observe earthwork construction and perform field density test EQUIPMENT: Excavator, Plate Compactor TEST METHOD: ® Sand Cone ❑ Nuclear Densometer TITLE: ❑ Inspector ❑ Staff Engineer ❑ Engineer Maximum Field r Test Percent Dry Dry, Percent Elewatron No:' Moisture . ,Density Density �Compact�on Lacatron 1 9.0 129.3 125.8 97.3 Building footprint Footing base 2 9.0 1 129.3 1 124.8 96.51 Pier 4 Footing base 3 9.0 1 129.3 1 125.2 1 96.8 Pier 6 Footing base OBSERVATIONS: ' The purpose of this visit is to observe excavation and test compaction of piers 4, 6 and building pad. Piers excavated 1' deeper then required depth and filled to bottom of footing with stable onsite material and compacted with a plate compactor. Building pad scraped to grade and compacted with the 'plate compactor. Soil description: M sand and gravel, trace cobble, trace silt. A total of 3 field density tests were performed using the ASTM D1556 Sand Cone method of testing. The earthwork observed/tested does conform to minimum requirements of 95% compaction. These observations/testing results were reported to Mr. Oliver during this visit. YAala�n .! ,lll'» ri. rim° arr. � _n - ✓ a ' pectar� Name �. ' Tme ours r Time ,�� r � .,L„ . Jordan Foster No iMax Day 2.5 Hr(s) REVIEWED BY: Chuck Fraser ��.. Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. �• Of massachusetts: 'The Construction Testing People` Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7765(Voice)781-438-6216(Fax) Soil Inspection Report Report Date 05-13-2016 Report No. 4 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors cc: BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore Of'Massachusetts: 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 5 0 0 0# 3/4" I .No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Pier 7 ✓ � o d0 n n TOtai Un1t Slump y Area Date Date Age° Loail� Load Fractuie 4 in. Lab Size yf� �6 Air Temp. F. 55 No ...` . (it j (sq in) ,Condition„ 'Cast TestetlD�YS (� ,. •,33�(PS,,,) - 5 Yspea Conc Temp F 68 X349 4 x 8 12.56 Good 05/13/16 05/20/16 7 57,000 4,540 2 Truck No. SC20 X350 4 x 8 12.56 Good 05/13/16 05/27/16 14 Ticket No. 38623 X351 4 x 8 12.56 Good 05/13/16 06/10/16 28 Time 11:45 X352 4 x 8 12.56 Good 05/13/16 06/10/16 28 Unit Wt Ibslcu ft X353 4 x 8 12.56 Good 05/13/16 06/10/16 28 Air Content(%) GENERAL REMARKS: *DES 705 IPavia tisa� /t y��� hr9,H,ce�o l 9. 1� ,�ry4�W ✓ -,A 3OM nspector „ � „;Premium Travel Name Time.' Hours, L. Villani I No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES XX 7N 1 J NN 0 1 Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is 125 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. i J Of Massachusetts` 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2116 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co. Cape Cod Ready Mix cc: BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co.. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Piers 1-3, 5, 7-8 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 +%— 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 05-13-2016 Report No. 1 Job Number 19476 Project BJ's Wholsale Club Gas Station Attachment 500 Iyannough Rd. , Hyannis, MA ° O Pkm=husetts Inc. "'f �'Comtruct eSfi� W10 Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: _PROJECT NO.: DATE:-S I)o AIR TEMP.:S 5 TOTAL YARDS: LOCATION OF POUR:_i1 Eli 1 Load & Slump Batching Patching Time In Yards Concrete %of Ticket# No_ of Truck 9 Inches In Out Minutes Temp. Air Cylinders $913 I/ " I�- �Vb$57 1�! 3z- - 3'56 z.�( I I I 1 I I I I I I I 1 I r• 1 INSPECTOR: I' >a{,U REMARKS:ob r _1-6_J__ . _.__ .+a_.__�_.Y rI____�t_____a.i.., nnaoA 17041 A�C_77Cc c-- r7nti dIA-69AR D000/Z000 NON,4Y0 MOOS909 XVJ AY 9C:6 9TOZ/VT!SO Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 50004 3/4" * No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Pier 7 'Unity Slum In. 4 Area Date Date Age Load ` tb8d Fracture Air Temp. F. 55 ") .,CortlltloriC st s7es etl, .Days<' {Ibs.} (psi 1 TY,p® Conc Temp F 68 X349 4 x 8 12.56 Good 05/13/16 05/20/16 7 57,000 4,540 2 Truck No. SC20 x350 4.00 x 8.00 1 12.57 Good 05/13/16 05/27/16 14 66,000 5,250 2 Ticket No. 38623 X351 4 x 8 12.56 Good 05/13/16 06/10/16 28 Time 11:45 • X352 4 x 8 12.56 Good 05/13/16 06/10/16 28 Unit Wt Ibs/cu ft X353 4 x 8 12.56 Good 05/13/16 06/10/16 28 Air Content(%) GENERAL REMARKS: *DES 705 r r y > ; inSpe tOr/f y i e 9 y etc Pre1111t1rn �� Thavel 3 0 . b Nalilfl � � �� yids 0 Tittl@ i � fIOUrS Time WI L. Villani No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES X X Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts: 'The Construction Testing People`` Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co. Cape Cod Ready Mix CC: BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore � Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Piers 1-3, 5, 7-8 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box n Thermal Blanket El Hay/Straw . Trailer Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 05-13-2016 Report No. 1 Job Number 19476 Project BJ's Wholsale Club Gas Station Attachment 500 Iyannough Rd. , Hyannis, MA Of Pkw=hUSw"'WC* "The Comiy ctio 1 TeS'fing PeOPW� Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: _PROJECT NO.: E DATE:-Z 00 AIR TEMP.:S 5 TOTAL YARDS:&33 LOCATION OF POUR:�Cft I i1 I Load & Slump Batching Batching Time In Yards Concrete %of Ticket 9 No. of Truck 9 Inches In Out Minutes Temp. Air Cylindars za I 1 /0 b �b� I I , AZ-31 6A 00 1 -7 JC 35 1 �vv�a�3 �/ys I�5 ►�3 1 3,56 I I I i I 3,562- I I I I i I I I l I I I i { I I I � I i 1 { I 1 INSPECTOR: IN >�{,U REMARKS: 3 r /Z000_J . _.__ ... nnaon f7C�1 Atc_77Cc 17041 d'TR•89AS 4000 ?n NON&TV0 Z8TUSS80S XV1 NY W6 0T0Z/rT'S0 R Of Vassachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Cape Cod Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ,ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 5000# 3/4" No. Of Sets: 1 CUBIC YARDS: 33 SET 1 LOCATION: Pier 7 �r £y TOtal ttpl f a Slum in. 4 Lab Slze M Area bate »E bate Age Y nLoad Air Temp.LoadFracture " F. 55 P• lVo .. (!��)�� � (sq� ) ,,Eondttiort - CastTested � Days {Ibs,) H(psi} hype Conc Temp(F) 68 X349 4 x 8 12.56 Good 05/13/16 05/20/16 7 57,000 4,540 2 Truck No. SC20 X350 4.00 x 8.00 1 12.57 1 Good 05/13/16 05/27/16 14 66,000 5,250 2 Ticket No. 38623 X351 4.00 x 8.00 12.57 Good 05/13/16 06/10/16 28 98,000 7,800 1 Time 11:45 X352 4.00 x 8.00 12.57 Good 05/13/16 06/10/16 28 97,000 7,720 2 Unit Wtlbs/cu ft X353 4.00-x 8.00 12.57 Good 05/13/16 06/10/16 28 95,000 7,560 1 Air Content(%) GENERAL REMARKS: *DES 705 tpector � y pPremlu y Travet ,� ? Name F rr„„ v., ' Tlf11e HO115 ' me . L. Villani No Max Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES r Type 1 Type 2 Type 3 Type 4 Type5 Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in.' running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. � Of Massachusetts 'The Construction Testing People" Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co. Cape Cod Ready Mix CC: BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-13-2016 Report No. 1 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Cape Cod Ready Mix FIELD SUMMARY REPORT Total Pour: Piers 1-3, 5, 7-8 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑ Other Slump Specification(in.) 5 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: f UTS of Massachusetts,Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 05-13-2016 Report No. 1 Job Number 19476 Project BJ's Wholsale Club Gas Station Attachment 500 Iyannough Rd., Hyannis, MA Mm=huseft Inc. OT CriStruct!" Testing wpm Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: J S WOE�p � l ?t� h�i PROJECT NO.: f DATE: 113100 AIR TEMP.: TOTAL YARDS:,, 3.3 LOCATION OF POUR:�Cft I I Load & Slump Batching Batching Time In Yards Concrete %of Ticket 9 No. of Truck 9 Inches In Out Minutes Temp. Air Cylinders I I /0511 17--5-. I L 3W,31 i 1 I I I ! I I = I I ! I 1 l ! I 1 I I 11 I ! I 1 I I I I ! I 1 f I I INSPECTOR: vv I �`!1 REMARKS: b-5 r.:_�..�_�__ ■ ____ ni_.__�.�.-_ rr..____■...._ as... hnaa^ 17041 A40.77CC V— 17.Q41 A'qA- 9AA too 0/Z0 NON,4'YO ZOTC6essos %Yd AY W6 OTOZ/ET/SO Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane Stoneham MA 02180 781-438-7755 Voice 781-438-6216 Fax Compressive Strength Report - Concrete Report Date 05-16-2016 Report No. 2 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Falmouth Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 5000# 3/4" No. Of Sets: 1 CUBIC YARDS: 15 SET 1 LOCATION: CanopV pier 4 It Total i rl . Slum (in.) 3 y 5e j�Ar � yam'' ©at r Date Age Load Loyd Fracture' Air Temp. F. 60 „(sSICq,in} ,RCOndltlOn ;Cast, Nested Days- {ibs) lP,s„i) TYPe.; Conc Temp F 67 C499 4.00 x 8.00 12.57 Good 05/16/16 05/23/16 7 58,000 4,610 2 Truck No. JH28 C500 4.00 x 8.00 12.57 Good 05/16/16 05/30/16 14 65,000 1 5,170 1 1 Ticket No. 38661 C501 4 x 8 12.57 Good 05/16/16 06/13/16 28 Time 2:40 C502 4 x 8 12.57 Good 05/16/16 06/13/16 28 Unit Wt Ibs/cu ft C503 4 x 8 12.57 Good 05/16/16 06/13/16 28 Air Con tent(%) GENERAL REMARKS: mw Irtspecfor r4 ygy Prermumlp ravel T y ' Time Matthew Crabtree No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES r X X Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm)of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from TYPe 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. r. Of Ma' ssachusetts 'The Construction Testing People" Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-16-2016 Report No. 2 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Falmouth Ready Mix cc: BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore i Of Massachusetts 'The Construction Testing People' Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-16-2016 Report No. 2 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Falmouth Ready Mix FIELD SUMMARY REPORT Total Pour: Canopy piers 4 and 6 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Field ❑ Other Placement Protection: ❑Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(in.) 4 Number of slumps out of specification reported to If rejected Approved by Remarks: I UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 05-16-2016 Report No. 2 Job Number 19476 Project BJ's Wholsale Club Gas Station Attachment 500 Iyannough Rd. , Hyannis, MA ° Of PkmmlhusemInc. *The C.structim Testing LPL Page# DAILY REPORT OF CONCRETE POUR PROJECT NAME: ebb (`�Frr�Neukh 0-91 PROJECT NO.: DATE: eAllII AIRTEMP.: 68 e TOTALYARDS: LOCATION OF POUR: Load & Slump Batching Batching Time In Yards Concrete % of Ticket# No. of Truck Inches In Out Minutes I Temp. ( Air I Cylinders 1217 ? I 7 I'/9 — I - ?at 60 w 13 I IA7 I Zqo q3 I " I 6� ° L 3566� 15 I T- 1 I . I I I i - 1 1 i I I INSPECTORA4 6r A ACC REMARKS: 5 Richardson lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax (781) 438-6216 ' . KK n.. Of Massachusetts: .'The Construction Testing People -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report - Concrete Report Date 05-16-2016 Report No. 2 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete Co. Falmouth Ready Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 C-1231 CLASS CONCRETE: 5000# 3/4" No. Of Sets: 1 CUBIC YARDS: 15 SET 1 LOCATION: Canopy pier 4 j y �Tot ��linit Slum in. Labe Size i9 Area Qate Qate Aged Load Loadi F cture Air Temp.(F.) 60 .(sq ri}N 'C3onditlon`` Cast e$ted Daysg (Ibs,) GPSI I ".... TYp® Conc Temp F) 67 C499 4.00 x 8.00 12.57 Good 05/16/16 05/23/16 7 58,000 4,610 2 Truck No. JH28 C500 4.00 x 8.00 12.57 Good 05/16/16 05/30/16 14 65,000 5,170 1 Ticket No. 38661 C501 4.00 x 8.00 12.57 Good 1 05/16/16 06/13/16 28 95,000 7,560 1 Time 2:40 C502 4.00 x 8.00 12.57 Good 05/16/16 06/13/16 28 93,000 7,400 2 Unit Wtlbs/cu ft C503 4.00 x 8.00 12.57 Good 05/16/16 06/13/16 28 92,000 7,320 1 Air Content GENERAL REMARKS: 1n""°spector � Fremlu , T�aIN ve] � Name°j , ,. k Time Hou Matthew Crabtree I No Min Day 2.5 Hr(s) REVIEWED BY: Bryan M. Crabtree FRACTURE TYPES Type 1 Type 2 Type 3 Type 4 Types Type 6 Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur r but end of less than 1 in. running through caps, both ends,no through ends;tap commonly with cylinder is [25 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. Of Massachusetts 'The Construction Testing People- Page 2 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date - - Compressive Strength Report - Concrete Re p 05 16 2016 Report No. 2 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Falmouth Ready Mix cc". BJ's Wholesale Club John Chisholm LaMountain Brothers Contractor Ben LaMountain LaMountain Brothers Contractor Dan Moore i Of Massachusetts 'The Constructil "n Testing People' Page 3 5 Richardson Lane,Stoneham, MA 02180 781-438-7755(Voice)781-438-6216(Fax) I Compressive Strength Report - Concrete Report Date 05-16-2016 Report No. 2 Distribution Copy Job Number 19476 Project BJ's Wholsale Club Gas Station 500 Iyannough Rd., Hyannis, MA Contractor LaMountain Brothers Contractors Concrete CO. Falmouth Ready Mix FIELD SUMMARY REPORT Total Pour: Canopy piers 4 and 6 Method of Placement: ❑Pump ®Chute Discharge ❑ Bucket ❑Other Other: Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw Trailer Q Field ❑ Other Placement Protection: []Thermal Blankets ❑ Heat ® None ❑ Other Slump Specification(in.) 4 +/- 1 Number of slumps out of specification reported to If rejected Approved by Remarks: UTS of Massachusetts, Inc. Page 4 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Report Date 05-16-2016 Report No. 2 Job Number 19476 Project BJ's Wholsale Club Gas Station PAttachment 500 Iyannough Rd. , Hyannis, MA i "f1e COtrtt1m Testing LPL Page DAILY REPORT OF CONCRETE POUR PROJECT NAME: �6b 1Jk0N°uj1 0�91 f-'UNM! PROJECT NO.: DATE: IAI t I I�° AIR TEMP.: 66 e TOTAL YARDS: LOCATION OF POUR: Load & Slump Batching Batching Time In I Yards Concrete I %of Ticket# I No. of Truck# Inches I In Out Minutes Temp. Air Cylinders 1zl7 7 I 7 '18 — — 3846o I — h' 13 I Zq0 93 17k- V07 I (07 ° I 3566� 15 I l I INSPECTOR:K4 `t Cal rCC REMARKS: 5 Richardson lane, Stoneham, Massachusetts 02180 (781) 438-7755 Fax 1781) 438-62116 �. '•Ss Ma.: •, :'3. .,a �'� .4i;'4k 'Y > �'' k" ! I �'i o �.`;„i� ,; ,�.�,. - , r.. 4 a g E6 1 w� d� 3 , y E, $ .. a, _„ -,^.... xy t3.:..•: G`.,: ,..:. „a<'p,� :.. :u,. .t ?^ �,-r,> } '-:.c .: :a' Ri � E'.or� t. , , 4 xs y«} f G rr, '�T t�•,, ..Sty.. fad" b n .d€Yyi� \ '�i•,'v ry�, Z"e a +, E a k< _� _ ^...... ..-g-.: "! •� ......t`3 «.., .,,..... « �:a,.,-.s.. e.. ,,,t.. 5 .. a.., t P3E:, � .,. y ., _...xt '!>�" ."�-nr' L , " ,. L.. ,,, . ...- ,,,, ,.. ,.. ..,,..:`.; six „; ,... .<,i ,'„ E t >,. ,5;< r4•`ax- x: :::« ,. 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"� ,.;,- _rE.r.�:. r,:: E.. .r+,: .E.? f��:.. a '� ,?' ��� i �+ d �^o.; \•t p • n e; .e� ,<;; �.�. ems. .F.: a.;k ,*� .a „.... .,\.• „E� .. -_ ,\ x t \ ..a.. .. ..a ��... ^. ova' ., -<r.. fit..' Y..a. -,,., ., a. .• fi� .::. ... , ;. s ?3 •� aE e7R3 H ,Ya.� �. xa�. :�, •.F 1 , � E Iwo Z t; 4 .e>„�._ •....,. 14:� C r. ,L � xt". :,.i' .��:.;, ._. y: S_,�,.w' T - �� �4 y� xt l\ E , < :�z" <.:•3:4a.,.Ks,�«`�S, t.��£t?.,:'�\,Y�. ..a..e.. sa� � 'v�•• ...m,:. .s•�s: ,��>� _^�S:J,.-> .,.:Ie.=,c,����...d.. :.�.,. E a�.':' "Lm �+I .' ;$.�.. ... �� „. PROJECT s s4rzJ I YNAME: a to Ga p --• ' ADDRESS: 1--i�ICG Vl 71 D rr�ES kr ]?EPA PERM T DATE• f lam: ��� �i• - �_ LARGE ?LAND ARE FICEND Il®T: _ BANEERSBOX FILED. AI-JPEIABEI'ICA Y 1 ` J n IT I r _ 1- •bt L.I Y f �R� M z�, ---�:o l ... .• a 1 r y .� t o�� - �,';j3 f 1,.:�x� 5 !y o 1 {i � INFORMATION SHEET FILED IN STREET FILE q/wpf les/forms/arcMveBANKERSB OX , NNW GENERAL NOTES IINDEX OF DRAW {{ ' / L ALL WORK SMALL BE PERFORMED IN COMPLIANCE,WITH ALL LOCAL,STATE AND FEDERAL,CODES. 1 _ SHEET ifF SHEET.TITLE DATE I 2I-THESE DRAWINGS AREA GENERAL GUIDE AND DO NOT REFLECT SPECIFIC SITE LAYOUTS OR CONDITIONS.REFER TO I - FTI.O: TITLE SHEET - 09/22/15 3t. THE SITE PLAN AND SCOPE'OF WORK.FOR SITE SPECIFIC INFORMATION.THESE DRAWINGS DO NOT FREE THE.GAS STATION GENERAL CONTRACTOR OF THE RESPONSIBILITIES IN THE'SCOPE OF WORK. r F$2-0 .GENERAL.NOTES. O4/24/IS _ i 3f THE GAS STATION GENERAL CONTRACTOR SHALL NOT SCALE THE DRAWINGS:STATED DIMENSIONS SHALL GOVERN. " FS3.0 EQUIPMENT LIST '- _ .O9/22/IS. 'S is SHOULD THE':GAS STATIONIGENERAL CONTRACTOR''HAVE ANY QUESTIONS ABOUT ANY INFORMATION:ON THE " ' r E.SA�EC'`UB ^ � I 6RAWINGS.HE SHALL BE RESPONSIBLE FOR CONTACTING BJ'S CONSTRUCTION PROJECT MANAGER(CPM)FOR 'x' - FO.0 • OVERALL SITE PLAN - 09/22/I5 WH��' lM p' CLARIFICATION PRIOR TO PROCEEDING"WITH THE WORK. FI.O PIPING PLAN 09/22/15 I a 4l •GASsSTAT10IV GENERAL.CONTRACTOR SHALL BE AWARE OF THE FACT THAT CONSTRUCTION WILL TAKE PLACE ) - F2.0 YARD AND DRIVE DETAILS 09/22/15 WITHIN THE CONFINES OF THE OWNERS PROPERTY THAT MAY BE IN OPERATION DURING THE CONSTRUCTION AND _ - _ F2.I PAVING SPECIFICATIONS � .04/03/IS :���X$�tjJ���S �,7' , ". GAS,STATION GENERAL:CONTRACTOR SHALL,ENDEAVOR TO LIMIT INTERFERENCE WITH ITS OPERATION TO A UNDERGROUND STORAGE TANK INSTALLATION04/23/15 - '. < MINIMUM: ®EESALE' U�EIERGROUND-STORAGE TANK DETAILS 04/23/15 ^jiD 'nris nPscnBaTDH i .% - F3.0 `■N, F4.0 5.: PRIOR TO START OF CONSTRUCTION;GAS STATION GENERAL CONTRACTOR SHALL MEET WITH BJ'S'CONSTRUCTION .■ti F5.0 ,TANK SUMP.DETAILS 09/22/1 1 10/06/15 SITE ADAPT'. • ;; PROJECT MANAGER(CPM)TO HAVE AN AREA DESIGNATED FOR:STORAGE OF EQUIPMENT AND PARKING OF THE - - ( - -' F5.I ' TANK SUMP DETAILS 08/21/14 REQUIRED EDUIPMENT,THIS AREA AS WELL AS THE ACTUAL JOB SITE SHALL BE ENCLOSED IN CHAINLiNK FENCING. - F6.0 x FUEL SYSTEM'.ACCESSORIES -09/22/15 - A TRAFFIC LANE SHALL BE'DESIGNATED FOR INGRESS AND EGRESS FROM THE WORK AREA.IF REQUIRED,FLAG MEN u _ "": . C� :. :. SHALL BE PROVIDED TO PROVIDE A".SAFE AND EFFICIENT MOVEMENT OF VEHICLES.NO CHANGES TO THE WORK AREA - -' : Ifs �/�/��v, 'r -+..:dJ F6.1 i REMOTE FILL DETAILS - 05/07/15 -'•` .OR TO THE.TRAFFIC PAT TERN BE MADE WITHOUT PRIOR APPROVAL OF THE 5. PRIOR TO START OF _.) t Cyr 1�-A��� I E�JJ/f�(UE C L J 1 v/ FJ,O :,DPP PIPING:IN$TA.LLATION 01/29/14 I ', CONSTRUCTION'GAS STATION GENERAL CONTRACTOR SHALL MEET WITH BJ'S CONSTRUCTION PROJECT MANAGER p; •(GPM).THE CONSTRUCTION MANAGER WILL SECURE.THE APPROVAL FOR SUCH CHANGES. _ - - F8.0 � FUEL.CANOPY'$IGNAGE PLAN AND DETAILS - - :09/22/IS I•,,;.T. r Q r-, . I / s F8.1 FUEL STATION'SIGNAGE PLAN AND DETAILS '09/22/.15 >p^= 5: CONTRACTOR SHALL 08TAINALL NECESSARY PERMITS,LICENSES,ARRANGE FOR INSPECTIONS'AND OBTAIN ((/O' r� I /� l5 l' � - *; APPROVAL OF THE APPROPRIATE AUTHORITY HAVING'JURISDICTION OVER THE WORK DESCRIBED-HEREIN. `�`f_`-��--�� IJ ll `-1 L�U U�L1���� IJ LA . FDLO_. :DRESSER'WAYNE2+0 DISPENSER 02/04/I5 } T: IT IS UNDERSTOOD BY THE GAS STATION GENERAL CONTRACTOR THAT:HE IS RESPONSIBLE FOR THE COMPLETION OF �' -� - .__..v - _ '�+. - - FDI.I 'DRESSER:WAYNE.2+1 DISPENSER O2/O4/IS ALL PHASES OF.CONSTRUCTION AND THAT'HE.IS TO TURN OVER,TO,THE OWNER,THE FACILITY IN OPERATING S\�\�'/' �" j L� ���j /� /��r^''1I.., f�((� :' FD2-0.' DISPENSER LABELING DETAILS 01/29/14 ' t CONDITION.i'. ` .. : s �IO� O>�, L-%I: .�j C_R rl�1 MA �J 1 C_J\O�� )i! .8. ALL TESTING SHALL-BE:SUPPLIED BY THE GAS..STATION GENERAL CONTRACTOR EXCEPT WHERE NOTED,AND BE - _ FEI.O' -.FUEL SYSTEM CONDUIT PLAN - 10/06/15' PERFORMED IBr QUALIF.IED;PERSONNEL.THIRD PARTY TESTING SHALL BE PERFORMED BY LICENSED ENTITIES AND.,- - -' /�•�'•� 6 � � � -• - - - _. - � FE2-p.: .CANOPY AND BUILDING.ELECTRICAL - � -� � 09/22/5 •- - ' .. ". z THE RESULTS PROVIDED TO-THE'CONSTRUCTION MANAGER. - ( /� '' ,� / 11...1111 'll 09/22/15 - - �C J LJ\J .:`'.> FE3.0: ` EQUIPMENT WIRING:SCHEMATIC 41 `IU/ x 9. GAS'.STATION GENERAL.CONTRACTOR:SHALL MAINTAIN AT THE JOB SITE A.COMPLETE SET'OF DRAWINGS AND U G �� - - FE3.1 :EQUIPMENT WIRING SCHEMATIC - _ 09/22/15 ,• I SPECIFICATIONS AND MAKE:THEM AVAILABLE TO':THE'CONSTRUCTION MANAGER AS LONG AS CONSTRUCTION IS IN - - `'', : _ '� FE4.O: :ELECTRICAL.SPECIFICATIONS AND DETAILS 04/03/15 : PROGRESS.' • _ _ -. - - - FE5.0,.: VEtDER ROOT DETAILS ., 10. ALL:EGUIPMENT TO BE--INSTAI LED:WILL.BE UL AND STATE APPROVED. m - ♦ .f - EI O GENERATOR DETAILS ',_- �;• ," ._EI.I- GENERATOR DETAILS 09/22/15 .. e 11_ UPON COMPLE110N OF THE:WORK',THERE SHALL BE.A FINAL INSPECTION OF THE PROJECT BY THE OWNER.ALL ._ , - E.IA KIOSK FIRE.ALARM PLAN(MCHENRY&ASSOCIATES) 06/24/15 EQUIPMENT.SHALL BE TESTED'UNDER:'.NORMAL:OPERATING CONDITIONS.THE OWNER SHALL PROVIDE THE FUEL-FOR' • - - - ` _ '- - THE TESTS:GAS STATION GENERAL CONTRACTOR SHALL HAVE A WAYNE ASO AND AN ELECTRICIAN DURING THE•''` OPENING TO 14ANDLE ANY REQUIRED ADJUSTMENTS TO THE EQUIPMENT.START-UP OF THE TMIK MONITORING' • 1.. - ,-. �.. --' FFO.0. .FIRE SUPPRESSION SYSTEM(BY PYRO-CHEM) - O9/22/15 •• x p .' SYSTEMS SHALL BE BY MANUFACTURERS TEQMwuaNs: - r II '\-.nl lL3c IJ `- �,� '! FFLA' FIRE SUPPRESSION SYSTEM(BY PYRO-CHEM):' .09/22/IS 1 ) /(11 I(\ II� I - 111{{{�//i����\\ �� I I(I�\vi / rr��- I� PROVIDED Y OWNER AND INSTALLED BY GAS sTATIO:N GENERAL CONTRACTOR.FIRE - `=J.C' \�l� �J FF2:0 'FIRE SUPPRESSION SYSTEM(BY PYRO-CHEM), :09/22/15 e .2. FIRE EXTINGUISHERS SHALL BE PROV E B _. A �'® , EXTINGUISHERS SHALL BE(INSTALLED AT.EACH:COLUMN AND THE KIOSK.FIRE EXTINGUISHERS SHALL BE A MINIMUM -' P - " ' - '-- - - ` OF 4OBC PER NFPA 30;SEC 9.8.2008 EDITION: - ' - NKI .. - , .,. _ � /7raT� 22 \��(/ I I/� 13. GAS STATION COLLECTED AT A SAFETO ISHALL MAINTAIN THE SWORK.AREA CLEAN-S TRASH AND WASTE MATERIAL - „ �G [IN" , O U �;`T JO:. �1� �l_/'J ��LI �.,i� 0 `1 \QD NI I� AQ U SHALL 6E COLIHALL E E SAFE POINT AWAY FROM FLAMES OR OTHER FIRE SOURCES-GAS STATION GENERAL : - _J CONTRACTOR SHALL PREVC-NT ANY LEAKS OR DRIPS OF HYDRAULIC FLUID,MOTOR OIL.MOTOR FUELS,SOLVENTS AND OTHER HYDROCARBONS FROM:CONTAMINATING THE GROUND.SUCH SPILLS SHALL BE IMMEDIATELY SOAKED IN OIL DRY:AND REMOVED FROM THE SITE IN":AWAPPROVED MANNER.TRASH SHALL BE DISPOSED OF DAILY UNLESS A ! 1 C( Ti 11/ I .I'C `-\v BJ'S:CONSTRUCTION PROJECT MANAGER: - - - - COVERED DUMPSTER-IS'PROVIDED AND ITS LOCATION APPROVED BY BJ'S CONSTRUCTION PROJECT MANAGER(CPM). s ,:" lO -�`,\J/�I�.Cf\�\ - ���`��� , ,` .. .. - 1 .. n - ' JOHN CHISHOLM 25 RESEARCH DRIVE I4. AFTER ALL;WORK HAS BEEN COMPLETED AND.THE PROJECT TESTED ANDACCEPTED,THE GAS STATION GENERAL w yT _ - _. _ WESTBOROUGH,MA 01581° ' CONTRACTOR SHALL SWEEP CLEAN THE ENTIRE WORK AREA ANC REMOVE ALL TRASH,WASTE MATERIAL, -- ASSOCIATED EQUIPMENT AND VEHICLES.ANY DAMAGED PARKING STRIPES OR STAINED PAVEMENT SHALL BE ' - - - _ ; - OFFICE: (77L)512-7921' REFINISHED-TO.ITS ORIGINAL CONDITION. .t '. - - - - - - CELL: (774)222-1536 - rJ 1p�u)�r.)YZI. :JI ') EMAIL:JCHISHOLM@BJS.COM - • 'TF��7L}S ,- a 15. THE LATEST ISSUE OF THE FOLLOWING STANDARDS AND CODES SHALL APPLY: � ��� 'STATE BUILDING CODE `' - ♦.. s..` : k e� �.Tln�e�,7C ON '2014:NATIONAL ELECTRIC CODE(NFPA-70 2OI4) - ` CIVIL ENGINEER: 'FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NFPA 30 2012 - " ,- 'CODEFOR MOTOR FUELDISPENSING.FACILITIES-AND REPAIR GARAGES(NFPA 3OA 2012) _ • -_` _ ENGINEERING _ - 'STANDARD FOR DRY.CHEMICAL EXTINGUISHING;SYSTEMS(NFPA R 2013:EDITION) ( -_.1 .C( n N //\ 1 1•r_.. (^`(; JO ��, - URNPIKE ROAD _ `STAGE II.VAPORRECOVERY-PIPING 1F REQUIRED' G� �ln, 1TI.��.� i1 .. ` 1,\._ _ r J 352 T03HURNPIKE ROAD �� 1 I.. - n L�T SOUTHBORO.MA 01772 16.'IT IS THE RESPONSIBILITY.OF THE GAS.STATION GENERAL CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND - OFF: . (508)» - - " ' .SPECIFICATIONS ASSOCIATED-WITH THIS PROJECT SCOPE OF WORK PRIOR TO THE INITIATION OF CONSTRUCTION. 4 - - - _ _- FAX CE' (508)480-9080 ` - - -� .. 'SHOULD.THE GAS STATION:GENERAL CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE - t: 7. I�/1 [ � � )�� I( �, EMAIL: JSWERLINGC60HLERENG.COM _ 1, SPECIFICATIONS OR APPLICABLE CODES,IT IS'THE GAS:STATION GENERAL CONTRACTOR'S RESPONSIBILITY TO - - - ��O I - �t �� ICJ - - - - 1am''., ji�ivJl •A:v C1,llTi2 . NOTIFY,THE PROJECT ENGINEER OF RECORD IN:WRITING PRIOR TO THE START OF CONSTRUCTION.FAILURE BY THE - �i -� ��� �' '����� " '�°� GAS:STATION GENERAL CONI'RACTOR.TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE. OF - - a 1 , _ _ , JGD ASSOCIATES: ^ Y _ _ - _ .P ][R,'pv„j`�1j�YlQj1JJQ>;l`I Lis FULL RESPONSIBILITY BY THE GAS STATION GENERAL CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED. ♦ r� \�/J`- ` ; 1 I.�I i / • - MILAN ATANASKOVIC: • ATI) tYiIA\Ck�'IUll i BY THE':fMAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND.CODES. �FIN, \ I {L . I���1 ITI�.`:7��,)l�/v\\. ��, _ - OFFICE:933-6225 - - g' �' ' �_ -IJ IJ V L \=�Ij-� - EMAIL.NATAt.45KOVIC@JGDPE.COM - .. IWA11.f$tvSTi'�I�II.I�Q.'mI(I�N'Il'S( 17. IF FIRE:SUPPRESSION SYSTEM IS REQUIRED,PYROCHEM BRAND.MAY BE SUBSTITUTED BY PEM-ALL BRAND - r. - / O ` EQUIVALENT WITH OWNER APPROVAL. ''• - . ..:' • -' _J fin\ rl CO ���ji /������' _�•,v ... -': HYANNIS FIRE OFFICAL: ; ... . -. .. .. - CEAN�MELANSON �- - 1 DEPUTY FIRS CHIEF S .: • ._ r.. //A f Ali.. l�l ��.Ir1 II. n �1 I - 95 HIGH SCHOOL R EXT- 3. - - ♦ I��UL\J 1���.In=����/^\ \ I( 1��\�:J/\`J \.) :J IA HYANNIS.MA 0260I0� / - e OFFICE: LEDO 775-1300 IT JOIIN G m :YIL SIGNATURE - .. HYANNIS MQdTNOTES: 1f - .. IRE DEPART ME 072015 j ( ///��`\:�-i� 1 i(�\\II' I��\\//r � //L�; �•��]@: A5 NL11t0 ;. _ n - : - - O\J � U U�11 �J �! �i 1J\"/l�.n.G� ��,� j.l.�- � L�\�: OrM N CAU UND�EmomD SERVICE ALERT mi^°a - .. • z yi :,:. p ART ® 9 IIDL@A6YI(SQa aIl Q. THIS SPACE,IS RESERVED FOR'THE:COMMONWEALTH OF MASSACHUSETT$ - STATE FIRF,MARSHAL: ti - 1� 4 • 'Il'LTT"L.,IE�IfIII�iE'd a Ai.ttT x r ._ a x a fIDL@A69IIFiG F.DI7Ph3Il1R MA,M•NN• . _ NOT LE5:'S-THREE(311 WORMING DAYS BEFORE YCMS WO I s MASSACHUS °ONE CAW SYSTEM y " ( 7= ` t - _ - 1�Ty �Tlq r KEY NOTES GENERAL NOTES: OSHA"S COMPETENT PERSON INTERVIEW_ STATEMENT CLOSE-OUT DOCUMENTS: - 'i THE FOLLOWING DOCUMENTS ARE TO BE TURNED OVER TO BJ'S CONSTRUCTION PROJECT MANAGER(CPM)WITH I. GAS STATION GENERAL CONTRACTOR SHALL PROTECT AND MAINTAIN A CON HIGH ORANGE'MESH SIB FENCE 'PEA GRAVEL ER AN B ANY CONSTRUCTTHER ION PROJECT MUST BE APPROVED. TAM( DATE' TIME: AROUND THE ENTIRE PERIMETER OF THE SITE. GAS STATION GENERAL CONTRACTOR RESPONSIBLE AT ALL ❑'MANUFACTURER AND BJ'S CONSTRUCTIOIJ:PROJECT MANAGER(GPM). THE PUNCH LIST: TIMES FOR MAINTENANCE OF SOIL EROSION COUNTERMEASURES. GAS STATION GENERAL CONTRACTOR SHALL - CSHO ID REPORT N0: iOoJOALECLUS - 1. COPY OF SIGNED CHECKLIST PROVIDED BY CONTAINMENT SOLUTIONS UST-TRANSPORTER. CONTAIN ALL CONSTRUCTION MATERIAL RUNOFF OR TRACKING ON SITE(MUD)AS PER BJ'S SWPPP PROGRAM• ❑Z SLOPE CONCRETE AWAY FROM ALL MANHOLES AT 2'RISE OVER-48'RUM , INSPECTION NO.: 2 IT IS INCUMBENT UPON THE GAS STATION GENERAL CONTRACTOR TO CONSIDER All OVERHEAD UTILITIES NRIIC/I 3: TERMINATE.EACH EN)WITH SEAL OFT PER NFPA30A. REFER TO DRAWING POLO FOR EMPLOYEE: T ! 2. COPY OF SIGNED CONTAINMENT SOLUTIONS INSTALLATION CHECKLIST PROVIDED IN CONTAINMENT MIGHT BE AN OBSTACLE SUCH AS ELECTRICAL LINES,PHONE LINES,ETC. ❑•DETAILS. - SOLUTIONS'LST'INSTALLATION MANUAL ADDRESS: 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL.STALE,FEDERAL AND OSHAREGULATIONS.. y TAN(BOTTOMS SHALL BE INISTALLED LEVEL W-.059. GAS STATION GENIERAL CONTRACTOR SHALLOCCUPATION3. COMPLETED COPY OF VEEDER-RODT MONITORING SYSTEMS WAR ANTY REGISTRATION AND CHECK OUT FORM. SURVEY THE FINISHED TANK ELEVATIONS ONE-AT EACH END OF TANK AND RECORD EMPLOYED FROM4. COPY OF DISPENI R CALIBRATION REPORT. 4. GAS STATION GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL MARKED UNDERGROUND SAME ON OWNER'S 1ST INSTALLATION GIJAUTY CONTROL FORM,SEE SPECIFICATIONS.UTILITIES ASSOCIATED WITH THIS PROPERTY AND ANY DAMAGE TO THESE UTILITIES WILL BE REPLACED AT GAS _ ATIONS S. ONE YEAR WARRANTYLETTER. STATION GENERAL CONTRACTOR'S EXPENSE. SLOPE ACCORD IIDES OF TANK WITH OSHA LE OR USE SHORIN G.FOR STANDARDS 29VCFR PARTINI926 CONFINED SPACE: 5. 1F MANUFACTURER'S INISTALLATION REQUIREMENTS VARY FROM THOSE INDICATED IN THESE DRAWINGS, SUBPART P OSHA STANDARDS EXCAVATIONS: FINAL RULE OCTOBER I,1989. DOES TRENCH OR EXCAVATION MEET THE DEFINITION OF 6: NOTARIZED FINAL LIEN:WAIVER. CONTACT BJ'S CONSTRUCTION PROJECT MANAGER(CPM)BEFORE PROCEEDING. ' CHAMFER CORNER WHEN MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE' CONFINED SPACE?_IF YES,IS THE COMPETENT PERSON(QUALIFIED PERSON)TRAINED TO RECOGNIZE AND 7. COMPLETED LIST PROFILE FORM. fi EVALUATE ISSUANCES 6. GAS STATION GENERAL CONTRACTOR SHALL OBTAIN ALL TRADE PERMITS. ❑� MEETING CONCRETE PAVING. B. SUBCONTRACTOR'S'LIST WITH CONTACT'S NAME.AND PHONE NUMBERS. 7. GAS STATION GENERAL CONTRACTOR S RESPONSIBLE FOR THE ACCURACY OF ALL MEASUREMENTS- REINFORCE CONCRETE STAB AROUND MANHOLE WITH#5 REBM AS SHOWN. PLACE REBM_6'FROM SIDES OF CONFINED SPACE HAZARDS?- Rio. nAns DE9cWRIiWi 0 SKIRT BOX. REINFORCING BARS TO BE A MINIMUM OF Z'AND MAX OF 4'FROM TOP OF CONCRETE. DETAILS: ;'I IUIIJII OWNER 1&liISI0R6 I � 9. EXECUTED CERTIFICATE OF OCCUPANCY-COPY OF PERMITS-:SIGNED OFF. B. GAS STATION GENERAL CONTRACTOR MAY BE REQUIRED TO PROVIDE A PERFORMANCE BOND FOR 100%'OF BID GAS IF DIRECTED BY OWNER. g WIRING OF SENSORS AND PROBES SHALL BE IN SEPARATE CONDUITS FROM OTHER WIRING.WIRES MIST'BE owNEit IffvISIWRS .2 05/27II3 {LOSE OUT NOTES I APPLICABLE) ❑ SPECIFICATIONS.FORMS. F APPL ) ACCORDING MANUFACTURER'S SPECI MCA 55 TESTS.STAGE 11 TEST UST REGISTRATION ( SIZED ACC G TO MANUF 10. COPY OF TANK./PIPING TIGHTNESS - 9. GAS STATION GENERAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF INSURANCE'(MINIMUM:COVERAGE IS'THE'COMPETENT PERSON CAPABLE OF SPECIFYING NECESSARY SAFETY CONTROL MEASURES TO ASSURE 1 11. COMPLETED PUNCH LIST SIGNED BY CLIENT'S CONSTRUCTION MANAGER. $I,000,000)NAMING OWNER AS'ALSO INSURED'. ❑9 SEAL AND PLUG UNUSED OPENINGS. _ 3 0129/14 STANDARDS tIIDATE. y WORKER SAFETY?- )I 12. -SUMMARY OF TEST'RESULTS SIGNED BY BOTH:GENERAL CONTRACTOR AND TANK INSTALLER 10. GAS STATION GENERAL CONTRACTOR SHALL SUPPLY WRITTEN LIEN WAIVERS ON ALL SUBCONTRACTORS.. 10 MINIMUM IF BEND RADIUS FOR CONDUIT. MINIMUM 5'RADIUS FOR PRODUCT PIPING. DETAILS: :4 09/Ja/w STANDARDS UPDATE s' ! 13. VEEDER-ROOT OPERATOR'S QUICK HELP GUIDE. - IL ALL DAMAGED CONCRETE AND LANDSCAPING SMALL BE REPLACED LIKE FOR LIKE BY GENERAL CONTRACTOR. II' EMERGENCY STOP LOCATION.SEE BUILDING ELECTRICAL DRAWINGS.. 5 � Of✓AS/15 STAHO.MDS UPDATE ? R.. COPY OF AS-BUILT:DRAWINGS . �,. 12. GAS STATION GENERAL CONTRACTOR SHALL CLEAN lP SITE DAILY FROM ALL CONSTRUCTION AND'PACKING 12 CLEAR SILICONE CALM AROUND BASE OF KIOSK. 15. SIGNED.UNDERGROIAJD'EOLJIPMENT INSTALLATION AFFIDAVIT. DEBRIS.(ALLOW NO SLOWING TRASH.) _ 6 04/7/✓I5 SEAWARDS UPDATE 13- TERMINATE EACH END WITH SEAL#F PER NFPA 30A. DO NOT USE ANY COUPLINGS OR FLEXIBLE CONDUIT INSPECTIONS: s - 16. COPY OF HYDROSTATIC TESTS,FOR TANK AND.DISPENSER SUMPS. Li. GAS STATION GENERAL CONTRACTOR MUST BE CERTIFIED TO INSTALL SPECIFIC PIPING REPRESENTED INLESIGN INSIDE SUMPS. ` DRAWINGS. �N"'j •,, `17, PROGRESS PHOTOS � � 14 TERMINATE EACH END WITH SEAL OFF PER N1FPA30A. REFER To FD1.0 FOR DETAILS. H45 THE COMPETENT PERSON CONDUCTED DAILY INSPECTIONS OF THE EXCAVATION?_OF ADJACENT -TAMP INSTALL W.` ALL CHANGES OR ADDITIONS TO THE SCOPE OF WOW MUST BE APPROVED BY THE BJ5 CONSTRUCTION LOOP CONDUIT BETWEEN CONTAINMENT SUMP AND ELECTRONIC TANK GAUGE MAN-HOLES THROUGH STRUCTURES?-OF PROTECTIVE SYSTEMS?_ I -PIPING INSTALL - MANAGER'(CPM)AS SOON AS IDENTIFIED. IS' I -ELECTRICAL INSTALL JUNCTION BOXES. SEAL OFF EACH CONDUIT AT BOTH ENDS TO INHIBIT GROUNDWATER INFLOW: DO NOT WHEN,WERE THE INSPECTIONS CONDUCTED? SUMP RICALDISPE SETS 15. GAS STATION.GENERAL CONTRACTOR SHALL COORDINATE BUILDING AND CANOPY INSTALLATION AND-DELIVERY PIPE INTO WIRING TROUGH, DO NOT USE ANY COUPLINGS OR FLEXIBLE CONDUIT INSIDE SUMPS. PRRIOR TO THE START OF WORK?_AS NEEDED THROUGHOUT OUT THE SHIFT?-AFTER RAINSTORM OR OF TANKS WITH MANUFACTURERS. 16 PROVIDE 4-CLEARANCE BETWEEN MANHOLE LID AND TOP OF RISER FOR TAN(GAUGE. - '; .• 18. COMPLET®OSW'COMIt TENT PERSON INTERVIEW STATEMENT(THIS SHEET). HAZARD INCREASING OCCURRENCE?-IF YES 16.- GAS STATION GENERAL CONTRACTOR SHALL INSPECT TANK UPON DELIVERY. GAS STATION GENERAL ❑ ALL PENETRATIONS MUST BE PERPENDICULAR(90 DEGREES)TO CONTAINMENT SUMPS. NO OTHER ANGLES DETAILS: ' ®IFF�QQnN�®Fi`4QII'�Aly'd ' N07E:FINAL 10%WILL BE WITHHELD UNTIL ABOVE COMPLETE. - CONTRACTOR SHALL NOT TANK MANUFACTURER AND OWNER IMMEDIATELY OF ANY DAMAGE: GAS STATION. 17 _ _ GENERAL CONTRACTOR SMALL TEST FIBERGLASS TANKS PER MANUFACTURER'S SPECIFICATIONS.•DO NOT OF ENTRY ARE PERMITTED: NO PENETRATION FITTING EDGE MAY BE LOCATED CLOSER.THAN I'FROM ANY I _ INSTALL ANY TANK NOT PASSING AIR TEST. CORNER OR EDGE OF SUMP. E I TH s - 17.' GAS STATION GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO TANK MANUFACTURER'S INSTALLATION 18 ALL ENTRY BOOT FITTINGS MUST BE SEALED WITH WATER RESISTANT SEALER SUPPLIED BY OWNER. PROPER PRECAUTIONS ARE TAKEN? T0.REMOVE EMPLOYEES A MAZARDOUSAREA UNTIL DOESTHEECAUTIEN AERSAKEN?E AUTHOR MIN I� PROCEDURES:IF NOT,GAS STATION GENERAL CONTRACTOR WILL INCUR ALL COST!>F DAMAGED TANK 19 PROVIDE 4'CLEARANCE BETWEEN TOP OF TEST PORT AND GRADE. UT,ONS - ji LIUJ\REPLACEMENT. ` W. GAS STATION GENERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT OTHER THAN LISTED AS SUPPLIED BY 20 CUT AND POSITION FILL TUBE WITH.ANGLE AWAY FROM SUBMERSIBLE PUMP. PROTECTIVE SYSTEM: AQ 7I7C' I[FI�. OWNER. ❑ 9X B9'IDIDIDB GO T 21 EMBED TMV(ID MARKERS IN THE CONCRETE MOUND FILL RISER MANHOLES PER F2.0_MANHOLE LOVERS AVOW 11lL�.O010O BA0X 19:. PETROLEUM EQUIPMENT VENDOR SHALL PROVIDE A TRAILER ON SITE TO STORE EQUIPMENT. SHALL BE PRIMED AND PAINTED ACCORDING TO THE MANHOLE.PAINTING SCHEDULE ON SHEET F2.0. IS THE EXCAVATION LESS'THAN 5 FEET IN DEPTH?-IF YES,,HAS THE COMPETENT PERSON EXAMINED THE :(oIgotl) ZO.- GAS STATION GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER,WATER.RESTROOM AND PHONES ❑ PIPING SHALL.BE LAID AND CONTINUOUSLY SUPPORTED ON A 6-COMPACTED BEDDING OF PEA GRAVEL. NO .GROUND FOR INDICATIONS OF PoTENTIAL CAVE-IH? DURING CONSTRUCTION. - PIPING SHALL'BE SUPPORTED BY BLOCKS PLANKS,OR OTHER DEBRIS. DETAILS: ' 21. GAS STATION GENERAL CONTRACTOR MUST OBTAIN CLEAN WATER DISCHARGE PERMIT AS REQUIRED.BY.LOCAL. 23- TERMINATE EACH END WITH SEAL OFF PER NFPA30A. REFER TO FEI.O FOR DETAILS. _. STATE AND EPA REGULATIONS. HAS THE COMPETENT PARSON EXAMINED ANY DAMAGED EQUIPMENT OR MATERIALS USED,AND EVALUATED ITS p4 THE CARLE AND TIE WRAP WILL BE SUPPLIED IN THE EQUIPMENT TRAILER THE EXCESS CABLE SHOULD BE 22 GAS STATION GENERAL CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT IS RECEIVED IN GOOMCONDITIgI CURLED BACK INTO THE RISER PIPE. SUITABILITY FOR CONTINUED USE?- WITH EACH SHIPPING MANIFEST SIGNED By GASGENERAL CONTRACTOR. NOTIFY OWNER AND 25 INTERIOR OF CONTAINMENT SUMP TO BE CLEANED OF PEA GRAVEL,TRASH AND ANY LIQUID. DETAILS' • MANUFACTURER IMMEDIATELY IF EQUIPMENT IS DAMAGED- ' 23. GAS STATION GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OVERNIGHT CHARGES INCURRED TO REPLACE 26 REAM ALL.RISERS TO FILL PIPE BORE. COAT ALL GALVANIZED STEEL WITH COAL TAR EPDXY.PARTICULAR IS THE EMPLOYER RELYING UPON APPENDICES A B:8 TO DESIGN A SLOPING AND SHORING SYSTEM(OPTION Z),OR IlFi�'Il'A[[.II.A'Il'II®RI DAMAGED EQUIPMENT. ATTENTION SHOULD BE PAID TO THREADED AREAS ' - APPENDICES A&D TO SELECT AND CONSTRUCT A PROTECTIVE SYSTEM.(OPTION IY?-IF YES.HAS THE I DRA1@BHHGq •- 24'. ALL PIPING SHALL 0E SLOPED AT A CONTINUOUS RATE OF 1!8'PER POOT"DOWN TO UNDERGROUND STORAGE 27 INSTALL CONDUIT AND RISER FOR INTERSTITIAL SPACE MONITOR CONNECTION. SEE MANUFACTURER'S - " TANKS INSTALLATION MANUAL FOR DETAILS. COMPETENT PERSON PROPERLY CLASSIFIED THE SOIL USING APPENDIX A?_WHAT TYPE OF SOIL DOES THE COMPETENT PERSON SAY IS IN THE EXCAVATION _ Z5; ALL ISLANDS SHALL BE 6*ABOVE DRIVEWAY SURFACE AT CENTER OF ISLAND. pg $8 SOLID COPPER GROUNDING CONDUCTORS ROUTED IN SERIES BETWEEN ALL OVERFILL CONTAINERS AMID _ GROUNDING ROD. SECURELY CRIMP CONNECTOR TO CONDUCTOR WITH 14YTOW NO.MR4C OWMY29. IMAIMODN. SPLICES ARE NOT PERMITTED BETWEEN GROUNDED STIRS AND/OR GROUNDING RODS. , I•$ - 26. GAS STATION GENERAL CONTRACTOR SHALL MAINTAIN PRESSURE ON ALL PRIMARY AND SECONDARY PIPING .WHAT VISUAL TESTS DID THE COMPETENT PERSON PERFORM? U4TIL ALL ASPHALT AND CONCRETE PAVING IS COMPLETE'. - ® GAS STATION GENERAL CONTRACTOR TO ACCOMMODATE FOR GROUNDING. - 27. GAS STATION GENERAL CONTRACTOR SMALL ASSURE THAT ADJACENT PROPERTY OWNERS HAVE NO CLAIMS TO WHAT MANUAL TESTS DID THE COMPETENT PERSON PERFORM? 3 iqlDAMAGE OR IMPAIRMENT DIE TO FACILITY CONSTRUCTION. GAS STATION GENERAL CONTRACTOR SMALL 3p PLACE GROUNDING ROD VERTICALLY W NATIVE, FOR SOIL CONDITIONS WHICH DO NOT PROVIDE A ... - E.�S 6YIIOI.�F:SaNaI.E CI..U16 , REPORT ANY PROBLEMS TO OWNER. RESISTANCE TO GROUND OF 25 OHMS OR LESS.A SECOND EQUAL GROUND ROD SHALL BE LOCATED NOT LESS. + THAN SIX(6)FEET FROM THE FIRST. HAVE ANY CONDITIONS CHANGED SINCE THE CLASSIFICATION WAS MADE?_- STORE#321Gb } - _ RD 28. GAS STATION GENERAL CONTRACTOR SHALL DELIVER A COPY OF THE UPDATED WORK',SCHEDULE TO OWNER - '" - _ $Y NNIS,MA 0I 601 EVERY THURSDAY. OWNER WILL RETURN THE UPDATED COPY TO THE GAS STATION GENERAL CONTRACTOR THE 31 15-0 X-W DEEP CONCRETE FOOTING FOR BOLLARD. DETAILS; FOLLOWING MONODY MORNING. IIICANRIdS,MA 02601 $ s❑ USE MANUFACTURE'S RECOMME14DED ADHESIVE TO ADHERE LID GASKET 7O LID.ALLOW TO CURE BEFORE. �AANST.4®I.E C®URTI`5( 32. 29. GAS STATION GENERAL CONTRACTOR SHALL COMRETE PROJECT WITHIN THE AGREED PERIOD. PLACING INTO SERVICE. FASTEN SUMP LID SECURELY WHEN INSTALLATION IS COMPLETE. ' a 30. GAS STATION GENERAL CONTRACTOR SHALL NOT IMPEDE SURROUNDING BUSINESSES IN ANY WAY. Q PIPE-THREAD SEALANT MUST BE TEFLON-BASED ALCOHOL COMPATIBLE PIPE-THREAD COMPOUND. ' DID THE COMPETENTPER SHORiN PERSON CHOOSE THE PROPER SLOPING OR BENCHING.CUNFIGIRATION FROM APPENDIX B(OR . THE PROPER SHORING FROM APPENDIX D)? IU 31. GAS STATION GENERAL CONTRACTOR SHALL NOT VARY CONSTRUCTION FROM PERMIT PLANS UNLESS a SUMP MAYBE TRIMMED IF NECESSARY. FOLLOW MANUFACTURERS INISTRUCTION. A LNG TO COORDINATED THROUGH OWNER AD. IF NO,DETA FUEL SLOB SHALT'HAVE A 1'CROWN AT THE CENTER.SLOPING DOWN TOWARDS ADJACENT:P V • g�zd 32. GAS STATION GENERAL CONTRACTOR'S SUPERINTENDENT MUST BE ON-SITE WHEN OWNER'S INSPECTOR IS PREVENT PONIDING UNDER THE CANOPY. - a- - /A, >F / sp PRESENT. 1 Y GH $ {ADDITIONAL STATEMENTS 33. GAS STATION GENERAL CONTRACTOR SHALL CLEAN ENTIRE SITE OF ALL TRASH AND DEBRIS I.COMPLETION i till. OF PETROLEUM WORK. N.a9ts2 9FO sIEI1 �v 34. GAS STATION GENERAL CONTRACTOR IS REQUIRED TO REVIEW THE GEOTECHNICAL REPORT FOR THIS PROJECT. WATER CONDITIONS(IF APPLICABLE): sloN .,. CONCERNS WITH THE GEOTECHNICAL REPORT MUST BE BROUGHT IP AT THE PRE-CONSTRUCTION MEETING. THE "€ GEOTECHNICAL REPORT WILL BE DEEMED ADEQUATE IF NO COMMENTS ARE MADE. THE GENERAL CONTRACTOR - - 2 DEWATERING EQUIPMENT.BEING USED ON SITE?_IF YES,IS THE COMPETENT PERSON.MONITORING THE IS RESPONSIBLE FOR ANY DELAYS OR COSTS ASSOCIATED WITH [GGEOOLLOGGIICAHAZARDOUS L�_FEATURES.EST p(�a 11������E1��I1����((�� SPACES II�[�AWARENESS � 21��F� .EQUIPMENT MID IT'S PROPER OPERATION?-RIDS THE EXCAVATION BEEN SUBJECTED TO HEAVY RAINFALL? ONJU-LA Ifll A RDOO USS COO eV 11-DI EDD SPACESS A 1//PoREN LSSS -IF YES,HAS THE COMPETENT PERSON INSPECTED THE EXCAVATION AND COMPLIED WITH PRECAUTIONS I+• • _ (IOU)&H)(2)? _ S- 24 2 POSSIBLE CONFINED IDENTIFY OSFv. SUSPECTED A H. ISOLATION METHOD Rh SPACES ON SITE: SPACE TO BE USED. SUSPECTED PHYSICAL HAZARDS P. H. ISOLATION METHOD ATMOSPHERIC HAZARDS _ ]� 'Il7E. 07/ol/n x IMMEDIATELY EVACUATE IMMEDIATELY EVACUATE §Q;AILIC+' AS NOTED ANY LOCATION ANY ANY SPACE AND ALERT ANY SPACE AND ALERT DRAWN �8L N CONTROLLING CONTRACTOR'. CONTROLLING CONTRACTOR r N IHC S•CS PROS RCS. FOLLOW OSHA/INDUSTRY NDARDS EXPLOSIVE ATMOSPHERE _ IS EMPLOYER(SING A STRUCTURAL RAMP?-OF NO SKIP TO NEXT)IS RASP SDLELY FOR P.MPL S RA ACCESS'+ INSIDE'TANK SUMPSCACS FOLLOW OSHA/INDUSTRY �lfmE�It,CIQD 1�Yl: MAN-WAY LID DISLODGING APPROVED STANDARDS. _IF YES,WAS IT DESIGNED BY'A COMPETENT PERSON FOR SAFE ACCESS AND EGRESS?-IS RAMP USED - INSIDE UNDERGROUND, IHCS. CACS. PRCS, CAVE-INS.OVERHEAD DANGERS. FOLLOW OSHA/INDUSTRY EXPLOSIVE ATMOSPHERE FOLLOW OSHA/INDUSTRY FOR ACCESS AND EGRESS OF EOUIPMENT?,_IF YES.IS THE COMPETENT PERSON WHO DESIGNED THE RAMP STORAGE TANKS CS'-PRCS EVACUATION DANCERS APPROVED STANDARDS. APPROVED STANDARDS. QUALIFIED IN STRUCTURAL OESIGM-LUST QUALIFICATIONS: ]�IQ;I�I �.0- t` FOLLOW OSHA/INDUSTRY • INSIDE ABOVEGROUND IHCS, CACS, PRCS, CAVE-INS. OVERHEAD DANGERS. FOLLOW OSHA/INDUSTRY EXPLOSIVE ATMOSPHERE T�troscnmeum�>� 1lit t STORAGE TANKS CS-PRCS EVACUATION DANGERS APPROVED STANDARDS. APPROVED STANDARDS. _ wcmmrneae�ox IHCS,CACS, PRCS. CAVE=INS,OVERHEAD DANGERS, FOLLOW OSHA/INDUSTRY EXPLOSNE ATMOSPHERE FOLLOW OSHA/INDUSTRY 'Raft IN TANK EXCAVATION CS-PRCS EVACUATION DANGERS APPROVED STANDARDS. APPROVED STANDARDS. 'DOES RAMP MEET DESIGN QUALIFICATIONS?- DRAWMGTMUME I^ UNDER BUILDINGS IHCS, CACS. PRCS. FLOODING, FOLLOW OSHA/INDUSTRY EXPLOSIVE ATMOSPHERE APPROVED STANDARDSY CS-PRCS ACTIONS OF OTHER WORKERS APPROVED STANDARDS. CONCLUSION: J j IN CANOPY FOOTING IHCS,CACS, PRCS. ENTRAPMENT HAZARD FOLLOW OSHA/INDUSTRY LOW OXYGEN LEVELS FgpPROVED LOW OSHA/INDUSTRY EXCAVATION C S-PRO S APPROVED STANDARDS. HAS THE COMPETENT PERSON PERFORMED ALL TASKS REQUIRED BY THE STANDARD?_IS THE PERSON CAVE-INS.STRIKING-UNMARKED FOLLOW OSHA/INDUSTRY IHICS, CACS, PRCS FOLLOW OSHA/INDUSTRY LOW OXYGEN LEVELS CAPABLE OF IDENTIFYING'EXISTING AND:PREDICTABLE HAZARDS IN SURROUNDINGS OR WORKING CONDITIONS IN UTILITY EXCAVATIONS' CS-PRCS BURIED'UTILITIES, BIOHAZAROS, APPROVED STANDARDS. APPROVED STANDARDS. HISTORICAL ARTIFACTS, FLOODING WHICH ARE UNS,ANITARY,_HAZARDOUS OR DANGEROUS TO EMPLOYEES?_IF NOT,LIST DEFICIENCIES IHCS.CACS. PRCS, RIP FAII'HAZARDS, ELECTROC UTIO FOLLOW OSHA/INDUSTRY EXPLOSIVE ATMOSPHERE FOLLOW OSHA/INDUSTRY ELECTRICAL ROOMS CS-PRCS' HAZARD APPROVED STANDARDS. APPROVED STANDARDS. F$' CALOW OS N AND ROOF TOP IHCS, CACS, PRCS, TRIP FALL HAZARDS FOLLOW OSHA INDUSTRY FgppROVED STANDARDS.x 4 / E%PLOSIVE ATMOSPHERE ]�][$A@yIIFIQvlYII1F>flB16)� CS-PRCS APPROVED STANDARDS. BUILDING VENTILATION IHCS,'CACS, PRCS, - FOLLOW OSHA/INDUSTRY FOLLOW OSHA/INDUSTRY' IS THE COMPETENT PERSON AUTHORIZED TO TAKE PROMPT CORRECTIVE MEASURES TO ELIMINATE SUCH HAZARDS EVACUATION HAZARDS. LOW OXYGEN I.FVELS APPROVED STANDARDS. OR CONDITIONS?- } DUCTWORK CS-PRCS APPROVED STANDARDS. CONFINED SPACE. IHCS, CACS, PRCS, TRIP FALL HAZARDS, SLIPPERY FOLLOW OSHA/INDUSTRY FOLLOW OSHA/INDUSTRY SINATIONS CREATED BY CONDITIONS,.EVACUATION ARDS. EXPLOSNE ATMOSPHERE APPROVED STANDARDS - s'a OTHER WORKERS CS-PS APPROVED STANDARDS. s:-- CAVE=INS, OVER HEAD DANGERS. 2, ALL SITE ACTIVITIES SHOULD BE COORDINATED WITH.THE.CONTROLLING CONTRACTOR ON SITE AND COMMUNICATION-PROTOCOL[DEN RFIED AND DOCUMENTED - r . I. �n mety u PART ITEM DESCRIPTION PURCHASING REF OR QUANTITY MANUFACTURER SUPPLIED BY PART ITEM DESCRIPTION PURCHASING REF R -•.QUANTITY MANUFACTURER SUPPLIED BY i # STD PART NUMBER � # STD PART.NUMBER' � 100 -.IBERGLASS.DW 0000-GALLON TANK REGULAR 10'6"DIA.x 7'5-1/ CCS1 OWNER - 437 6 Itj2Uj,PRESSURIZCD LINE-EAK tIODUL F 3 064 -001 -1 VEEDER ROOT OWNER THRU DISTRIBUTOR ° Is 103 FIBERGLASS DW 4 000-GAL L ON I K PREMIUM/12K DIESEL 10'6'DIA. x 44'0-1/8" I C 1 OWNER 438 PRESSURIZED LINE L AK OUTPUT MODUI.E 33 0374-001 1 VEEDER ROOT OWNER THRU DISTRIBUTOR 104 MANWAY,TANK ENTRY PURCHASED WITH TANK 4 CSI OWNER •' 439' .10'-6'MAGI ELUS PROBE 46390-110 4. VEEDER ROOT OWNER THRU DISTRIBUTOR .'' 105 STRAR ANCHORINGPURCHASED WITH TANK 20 CSI V�/N R 440: ..4 INPUT PROS INTERFACE MODULE 56- 0 :2 VEEDER ROOT OWNER THRU QISISIBUTOR' 0LeSAV 07 SUMP APTOR IN GR PURCHASED WITH AN * CSI OWN R - 441 4"CAP&RING' 1 0_ 4 V D R OOT O R U IST UT I09 Y G F M W Y PURCHASED WITH TANK CSI OWNER442 :MAG PLUS DIESEL F OAT KIT 4' 846400-001 I V EDER R00T WN T RU DISTRIBUTOR0 S 0 TAN CO 6" 48' SUMP R MOT FIL P RC ASE WITH T CSI OWNER 443 MAG PLUS GAS FLOAT KIT 4'W/P�1AS S PARATION OPTION 886100-000 3 VEEDER ROOT OWNER THRU ISTRIBUTOR III 1 S .. I N CO 6"x 48" N AD R G AR PURC S TH TANK * CSI OWNER 444- :.PROBE/SENSOR E PANSION MODUL 847490-001 VE DER ROOT OWNER HRU S TRIBUTO0 0 G A CO 6°x 8°UN• AD REGU AR PURCHAS D ITH TANK CSI OWNER 445 8 INPUT INTERSTITIA /LIQUID SENSOR INTERFAC MODU E 329358-001 VEEDER ROOT OWNER THRU DISTRIBUTOR€ 15 STORAGE T 6° 8' UM COMPARTMENTC W A CSI OWNER 448 SUMP SENSOR - 794380-208 12 VEEDER ROOT OWNERTHRU DISTRIBUTOR I 16 STORAGETANK COLLAR AR 6°x 48' S COMPARTMENT PURCHASED WITH TANK CSI OWNER 449 UNIVERSAL MOUNTING KIT 3300 0-012 12 VEEDER ROOT OWNER THRU DISTRIBUTOR ' 129 1"x.l W TO - YGALVANIZEDTURNBUCKLES I' I ' GZ 811. XI 40 GENERIC OWNER THRU DISTRIBUTOR - 451 HYDROSTATIC SENSOR-DUAL FLOAT 94380-303 3 - VEEDER ROOT OWNER THRU DISTRIBUTOR s 130FIBERGLASS.•TANK.SU PASSEMBLY PURCHASED WITH TAN " CSI OWNER - 452 OVERFILL ALARM 790091-001 1 VEEDER ROOT OWNER THRU DISTRIBUTOR ISSUANCES ? 13 TANK ANCHORING D- REFERENCE TANK CSI OWNER 453 ACKNOWLEDGEMENT SWITCH 7 0095-001 1 VEEDER ROOT OWNER THRU DISTRIBUTOR eo. DAT6 DevcRDmora '1 15' 4"SCHEDULE 40.PIPE PLUGS N/A GENERIC FUEL SYSTEM CONTRACTOR 455 DISPENSER DATA DISCONN CT DEVICE DDS-8DB4C I POWER INTEGRITY OWNER THRU DISTRI UTOR z€ _ wiz2As SIM ADAPT t 145 I'OBSERVATIONW MANHOLE 104AOW-1219 0 OWNER U DISTRIBUTOR 457 INTERCOM WIRING DISCONNECT DEVICE DDS-##DM4x% I POWER INTEGRITY OWNER THRU DISTRI UTOR 146 4 'MANHOLEW/FRAMEWHITE,I RED,I YELLOW) F 4 R IT OWNER THRU DISTRIBUTOR 462 URETHANE SEALANT N/A * BOSTIK OWNER THRU DISTRIBUTOR tl. 149 MANHOLESKIRTFL42/S I 4 OWNER THRU DISTRIBUTOR - 471 VENT CAP 2° 3'WC PRESSUR 8'WC VACUUM) 5885 1 HUSKY OWNER THRU.DISTRIBUTOR 2 0 18'WATERTIGHT MANHOLESR1809WT - - FRAN G OWNER THRU DISTRIBUTOR 47 VENT CAP 2' ATMOSPHERIC A4103-00 EMCO-WHEATON OWNER THRU DISTRI UTOR 17 : 4'STANDARD- NPTTHREADED PLUG N/A 7 GENERIC FUELSYSTEM CONTRACTOR 479. MAGNETIC IN-LINE BREAKAWAY 66-R C-1000 20 OPW - OWNER THRU DISTRIBUTOR - 4 x 4": 'EXTRACTOR FITTING W/O CAGE ASSEMBLY 310-400-01 - THRU DISTRIBUTOR - 480 NOZZLE - - - IBP-0400 - 16 OPW OWNER THRU DISTRIBUTOR ' ~. 2 3 4 x'4":X+ ' XT AC OR FITTING W/O CAGE ASSEMBLY 3 1-400-011 4 RFUELING OWNER THRU DISTRIBUTOR 481 NOZZLEDIESEL(GREEN) IIB-0100 4 OPW OWN THRU DISTRIBUTOR 34 : P.OLYET YL N DISPENSER SUMP WA NE LMM3914-36-W 8 FRANK N FUELING OWNER THRU DISTRIBUTOR 48 HOSE ASSEMBLY 5 FT. 532-327-724-00-574 20 GOODYEAR OWNER THRUDISTRIBUTOR 5STABILIZERBAR KIT AY SBK 18 - 'F ANK N FUELING R T UDISTRIBUTOR485 HOSE ASSEMBLY 8 FT. I SWIVEL END 5 --2 7-7 4-0Q- 74 0-. GOODYEAR OWNER THRUDISTRIBUTOR 3 -112"EMERGENCY: .SHUT-OFF VALVE - 662-501-90 18 FR FUELING OWNER THRU DISTRIBUTOR 486 HOSE CLAMPS 1428 D - 20 EASY FLOW OWNER THRU DISTRIBUTOR 'y;y- 24 FP 4HP VS/VI,TURBINE-95-156 ISTVS4-V R F PETRO W THRU DISTRIBUTOR OR 487 SPLASH.GUARDS-BLACK 8B -0400 16 _OPW OWNER THRU DISTRIBUTOR j' 44 I_FP 2HP.VS/VL TURBINE 88-150 ISTM-2R F-PETRO OWNER THRU ISTRIBUTOR 488 : SPLASH GUARDS-GREEN 8G-0100 4 OPW OWNER THRU DISTRIBUTOR ._ 2 4 -TO'4 P VARIABLE FREQUENCY.CONTROLLERS MAGVFC 4 F PETRO OWNER THRU DISTRIBUTOR 489 3/4'TWO PLANE SWIVELS. 241TPS-0241 20 DPW - OWNERTHRU DISTRIBUTOR 4 DISPENSER HOOK.ISOLATION BOX 5800300100 DHI 4. FE PETRO FUEL SYSTEM CONTRACTOR 510E ROD .GROUNDING 3/4°x 10'COPPER-CLAD STEEL N/A I GENERIC FUEL SYSTEM CONTRACTOR i; 50 -. PRESSURIZED LINELE DETECTOR WITHOUT SWIFT CHECK LD-0848480-001 4. VEEDER ROOT OWNER THRU DISTRIBUTOR 512 .CLAMP.GROUNDING 3902 1' THOMAS&BETTS-- FUELSYSTEM CONTRACTOR ". 5 TRY. 0 O /4"AND I'ELECTRIC CONDUIT F-SE IES 8 S.BRAVO SYSTEMS OWNER THRU DISTRIBUTOR 514. WIRE,#8 SOLID GROUNDING. N/A * GENERIC FUEL SYSTEM MCONTRACTOR .. ,;. 6 'FULL PORT BA VALVE FP- 0 7 - UNIVERSAL OWN THRU DISTRIBUTOR 16 BOLT.GROUNDING N/A -* GENERIC -- .FUEL SYSTEM CONTRACTOR ;IDZSZGNU€QBIg MIrAN7 65 AG-"TANK-1 -0006 GALLON R GULAR UNLEADED" - A09 8 - -- - - - EMCO WHEATON OWNER THRU DISTRIBUTOR. '926 4'PIPE,PVC SCHEDULE 40 N/A -* GENERIC FUEL SYSTEM CONTRACTOR .z 66 : TAN TAG -"TANK 0000 GALLON. GU UNLEADED' A099 CO WHEATON OWNER THRU DISTRIBUTOR 526 ,'PVC CAP N/' _ -* GENERIC FUEL SYSTEM CONTRACTOR 67 TANK TAG "TANK 12,000 GALLON.-PREMIUM UNLEADED' - 998 - - EMCO WHEATON - OWNER THRU DISTRIBUTOR. 5 8 -4-PVC:THREADED ADAPTOR N/A - * GENERIC FUEL SYSTEM CONTRACTOR - 269 TANK AG 'T 12,000 GALLON, I S ° - A0998 2 EMCO WHEATON OWNER THRU DISTRIBUTOR 530 16 FOOT ONE-PIECE.UST TANK GAUGE K GP16 - * &K - FUEL SYSTEM CONTRACTOR co 71 TANK TAG-_'STAG .I VAPOR RECOVERY' _ A0998 I EMC HEATON OWNER THRU DISTRIBUTOR 532 2"PIPE STEEL SCHEDULE 40 GALVAN IZ N/A GENERIC FUEL SYSTEM CONTRACTOR - ,I 283- JUNCTION "EXPLOSION ROOF - GUP 5 CROUSE HINDS FUEL.SYSTEM CONTRACTOR 534 4•P PEST E SCHEDULE40GALVAN - N/A * • GENERIC FUEL SYSTEM CONTRA TOR 284. CONDUIT SEAL-OFF FITTING, /4" - EYD * GROUSE HINDS FUEL.SYSTEM CONTRACTOR. 538Agg1ID�IIA�IEg �° " -TUBING,COPPER 3/8"- N/A GENERIC FUEL SYSTEM CONTRACTOR vr,ImmDsrsm®]S® 286 CONDUIT SEAL-OFF FITTING,I" - EYS3SA _ CROUSE HINDS FUEL SYSTEM CONTRACTOR 540 CONNECTOR COPPER,.MECHANICAL - 3LRO7 * .. THOMAS.a BETTS FUEL SYSTEM CONTRACTO AVORL•u 87 SEAL OFF FITTING 3/4"HORIZONTAL EYS CROUSE HINDS FUEL SYSTEM CONTRACTOR. 545 INSULATING BUSHING - N/A ._ OZ-GEDNEY- FUELSYSTEM CONTRACTOR voclvs•avxa - 288 UNION CONDUIT EXPLOSION-PROOF 3/4" - - - - UNY205 * GROUSE HINDS FUEL SYSTEM CONTRACTOR. 550: DIRECT BURY TRACER TAPE W/ IMPRINT*CAUTION BURIED AS PIPE* 166 `' CH HANSON CO F SYSTEM CONTRACTOR " 91 3/4'THREADED PIPE NIPPLE - N/A - GENERIC FUEL SYSTEM CONTRACTOR 552 DIRECT BURY TRACER TAPE W/ IMPRINT'CAUTION BURIEDECIR 16634 '* -- H ANSONCO F SYSTEMCONTRACTOR '. 292 ELBOW CAPPED EXPLOSION-PROOF CONDUIT OUTLET ELBY-75 - * PLETON. FUEL SYSTEM CONTRACTOR 564 ELBOW90 DEGREE ?_'.STEEL SCHEDULE 40 GALVANIZED N/A - GENERIC .FUEL SYSTEM CONTRACTOR - - - ' 9 CONDUIT I'RIGID METALLIC N/A -. * GENERIC FUEL,SYSTEM CONTRACTOR 566 -UNION 2"STEEL,SCHEDULE 40 GALVANIZED - N/A - = - GENERIC - - FUEL SYSTEM CONTRACTOR - €I _ 294 CONDUIT, /4"RIGID METALLIC 'N/A - - " GENERIC - FUEL SYSTEM CONTRACTOR 567 . UNION 3-STEEL,SCHEDULE 40 GALVANIZED N/A *- ' 'GENERIC FUEL SYSTEM CONTRACTOR ' - 298 2"HEX MALEx 2-HEX MALE FFUL20X12HMXM346 8 F X-ING' OWNER THRU DISTRIBUTOR - 569 3'PIPE CAP - N/A -'` - - GENERIC - FUEL SYSTEM CONTRACTOR ` - 299 3`HE ALE x 3'HEX MALE _ FFUL30Xl2MXM346 X-NG OWNER THRU DISTRIBUTOR -572 ELBOW 90 DEGREE 3"STEEL SCHEDULE 40 GALVANIZED N/A GENERIC- FUEL SYSTEM CONTRACTOR , QTt\?Iml�IRZG>;3OlI7fJlill 301 "PRIMARY WELD COUPLER LONG - 02-063-L-U * UPP OWNER THRU DISTRIBUTOR 574 3'PIP STEEL SCHEDULE 40 GALVANIZED N/A GENERIC FUEL SYSTEM CONTRACTOR ,5•�0�G TANK - 302 - SECONDARY TERMINATION W/TEST PORT .44E075-063TPI-U 8 UPP OWNER THRU DISTRIBUTOR 578 DOUBLE TAPPED BUSHING 4'x STEEL,GALVANIZED N/A GENERIC - FUEL SYSTEM CONTRACTOR �;Q„ ��, � 303 °SINGLE WALL TEE FITTING 08-063-EIF-U I UPP OWNER THRU DISTRIBUTOR 580 BRACKET VENT MOUNTING L 3".x 3'X 1/4"STEEL PRIMERED N/A GENERIC FUEL SYSTEM CONTRACTOR 05 "SINGLE WALL ELBOW `05-063-EIF-U I UPP OWNER THRU DISTRIBUTOR 582 COUPLING STEEL.GALVANIZED N/A -GENERIC FUEL SYSTEM CONTRACTOR OB "SINGLE WALLPIPING POLY SUMP PENETRATION FITTING 303-063 IF-U 3 - UPP.. OWNER THRU DISTRIBUTOR 584 TEE STEEL 2'x 2°x 2° SCHEDULE 40 GALVANIZED N/A GENERIC FUEL SYSTEM CONTRACTOR 30 TERMINATING FITTING 92-063 NPT-U 3 UPP OWNER THRU DISTRIBUTOR 594 PIPE CAP 2'NPT GALVANIZED N/A GENERIC FUEL SYSTEM CONTRACTOR IL�A'Il'II©RI 'I 310 "DOUBLE WALL PIPING POLY SUMP PENETRATION FITTING 303-075-EIF-U 3! UPP OWNER THRU DISTRIBUTOR 596 WHEEL,PIPE CUTTER N/A . ... " UPP .FUE SYSTEM CONTRACTOR _ - - 1'i 311 TERMINATION FITTING 91-063NPT-U 10 UPP OWNER THRU DISTRIBUTOR 600 GARBAGE CAN DCI MODEL 8 GENERIC OWNER THRU DISTRIBUTOR 312 TERMINATION ION ADAPTER FITTING 91-063NPT-U IO UPP OWNER THRU DISTRIBUTOR 602 AIR MACHINE W/HEATER ASSY. SC05 I EXCEL OWNER THRU DISTRIBUTOR 313 9 11 ' WPRODUC'T PI -38'STICK 001.075.063.036PS UPP OWNER THRU DISTRIBUTOR 610 - LEDCROSSOVER AMBI NT SINGLED CK il5 WATTS CRUS-S -LEO-SS-CW-UE LSI INDUSTRIES OWNER THRU DISTRIBUTOR IL`D WIIIl�➢.P.gAWIE CII.IIJ116 14 U 97 W PRODUCT PIPE-165'COI 001.075.063.165PS * UPP OWNER THRU DISTRIBUTOR - 621 U-SHAPED BOLLARD P- UARD- 67 18 U TC OWNER.THRU DISTRIBUTOR g'Q'® #3EIl� 315 3"TERMINATING FITTING MALE 91-090NPT-U - UPP OWNER THRU DISTRIBUTOR 62.3 4'PIPE BOLLARD - BOLLARD-484 i8 BURTCO- OWNER THRU DISTRIBUTOR •' ) A' ©WQ'n4➢)R21� '- 316 'M-> x 3'MALEFFUL30XI5MXM FLEX-ING OWNER THRU DISTRIBUTOR -801 REMOTE FILL SPILL BUCKET -350-D 5 _ S.BRAVO SYSTEMS OWNER THRU DISTRIBUTORp�� 'r ®III 317 ISOLATION BOOT _ YJ32BOOT 2. F X-ING - OWNER THRU DISTRIBUTOR 802 MULTIPORT MANHOLE-(2 WHT/ORG IR D/ORG D P4 -2-SW 13 FRANKLIN FUELING OWNER THRU DISTRIBUTOR BAi SifA�21E'C®Ui�7CtiY 318 2'MALE X 2°MA FFU 20XISMXM I F EX-ING OWNER THRU DISTRIBUTOR 803 MULTIPORT MANHOLE YELLOW DMP42-1-SW - 1 FRANK IN FUELING OWNER THRU DISTRIBUTOR 319 ° 'x -I/ °NPT:MALE TERMINATION FITTING 91-063-INPT-U 18 UPP OWNER THRU DISTRIBUTOR - 804 REDUCER BUSHINGS WTRB-1315 T FRANKLiN FUELING OWNERTHRU DIS I UTOR t; 320 UL971 °DW'PRODUCT PIP -100'COI 0 I. 75. 63.100PS UPP. OWNER THRU DISTRIBUTOR _ 906: RUBBER.CAP,DIESEL SUMP 13'RUBBER CAP "- I CSI CSI SEAL 321 2"PRIMARY WELD COUPLER 02-063-U OWNER THRU DISTRIBUTOR 808 FIBERGLASS SEAM ADHESIVE KIT FG-SEAMKIT FRANKLIN FUELING OWNER THRU DISTRIBUTOR -328 REDUCER 3'TO ' - 09-090-063EIF-U 3 UPP OWNER THRU DISTRIBUTOR 809 RUBBER CAP OBSERVATION PORTS 6'RUBBER CAP • 4 CS1 - LSI �h DF,ys -337. 4-LOCKABLEMONITORING WELL CAP 62PMC-0400 OPW OWNER THRU DISTRIBUTOR 812 . .OVERFILL DROP TUBE A1100-056SRF 4 EMCO WHEATON OWNERTHRU DISTRIBUTOR 339 4'x 20'SLOTTED PVC PIPE 4'FILTER SOCK N/A GENERIC OWNER THRU DISTRIBUTOR 614 ''SWIVEL ADAPTER A0030-1245 8 EMCO WHEATON OWNER THRU DISTRIBUTOR JONN G. DZWCNCZi'K 52 351. 2"WELDING' .000PL R - 02-75SC-U 10 UPP OWNER THRU DISTRIBUTOR 816 ,FILL CAP A0097-005 8 -EMCO WHEATON OWNER THRU DISTRIBUTOR c52 1 352 -3'WELDING COUPLER 0 -90-U 8 UPP OWNER THRU DISTRIBUTOR52 ' ` 817 VAPOR SWIVEL ADAPTER 0076-1245 4 EMCO WHEATON OWNER THRU DISTRIBUTOR 354 'PENETRATION FITTING - FEB-75-M II UPP OWNER THRU DISTRIBUTOR .gib _VAPOR CAP A0099-002 4 EMCO WH WHEAT OWNER THRU DISTRIBUTOR r 355 3'PENETRATION FITTING FEB-110-M 3 UPP OWN THRU DISTRIBUTOR 831 4'GALVANIZED TEE N/A .GENERIC FUEL SYSTEM CONTRACTOR 36 2"TERMINATION,THREADED FEMALE 82-063-NPT-U * OWNER THRU DISTRIBUTOR 833. 4°GALVANIZED 90'ELBOW N/A * GENERIC FUEL SYSTEM CONTRACT 36 'TERMINATION,THREADED FEMALE - 82-090-NPT-U 4 UPP OWNER THRU DISTRIBUTOR 841 '.3'X 2°REDUCER BUSHING DUALOY/3000 CX_. AMERON OWNER THRU DISTRIBUT R 398 '45.DEGR BOW LECTROFUSION 04-063-EIF-U UPP OWNER THRU DISTRIBUTOR 843 4'X 3"REDUCER BUSHING DU OY 3000 C AMERON OWN R THRU DISTRIBU. 411 - UL97P: SINGLE WALL,.LINED VENT PIPE-19'STICK 001.063.019V UPP OWNER THRU DISTRIBUTOR 850 4'DOUBLE WALL FG PIPING DU OY/3000 LCX AMERON OWNER THRU DISTRIBU R €' �I 414 U 9 1 'SING WALL LINED VENT PIP -19'STICK LENGTH 001.090.019V - UPP - OWNER THRU DISTRIBUTOR os�ztuzms * 852 4°DOUBLE WA t FG 90 LRO DU OY/3000 LCX -• _. AMERON OWNER THRU DISTRIBUTOR 415 - U 71 "SINGLE LINED VENT PIPE-38'STICK LENGTH 001.110.0 0 038V UPP OWNER THRU DISTRIBUTOR 654 4°DOUBLE WALL FG TERMINATION FITTING DU OY/3000 C AMERON OWNER.THRU DISTRIBUTOR AS NOTED 3, C 4• O 60-I ' UPP OWNER THRU DISTRIBUTOR g56 4'PENETRATION FITTING F-40-FF * S.BRAVOSYSTEMS OWNER THRU DISTRIBUTOR 4 C M S: IT UPP C NSUMABLES KIT P OWNER THRU DISTRIBUTOR 858 4'ADAPTER:BE X NPT M U Y 3000 LCX AMERON OWNER THRU DISTRIBU OR IDI&F�WFI Iff.7AX v 41 IN U-PO RESIN FOR FBC COVER DISCS RESIN TIN W/CH UPP OWNER THRU DISTRIBUTOR .860E 3"DOUBLE WALL FG PIPING UAL 000 CX AMERON OWNER THRU DISTRIBUTOR �IBGw�IKIEID 18ff1 421 EPDXY 0 ENTRY SEALS 32-2014-50 UPP OWN THRU DISTRIBUTOR _ g62_ 3"DOUBLE WALL FG 90�ELBOW DUALOY/3000 LCX AMERON OW THRU ISTRI U OR 425 I F STAINLESS STEEL4' 6' / 8 RIVERSIDE OWNER THRU DISTRIBUTOR• 864 - `DOUBLE WALL FG 45 ELBOW DUALOY/3000 LCX AMERON .OWNER THRUST IBUTOR �'����� 1ZSk 7 OVATION +- BRDISPENSER I 6 R SS R WAY OWNER866 '.3'DOUBLE WALL FG TERMINATION FITTING DU OY/3000 LCX AMERON OW T U IS I UT ]+ifQ.)L+N'AM99. Fss.o.cwc 8 . OVATION + PRODUCTDISPENSER DRESSER WAYN OWNER868 3'ADAPTER:BELL X NPT MALE DUALOY/3000 LCX AMERON OWNER THRU DISTRIBUTOR +immsozewmca.uePvmaaa,m+um�Taz 433 T S- 50.T MONITOR 48290-I 2 I VEEDER ROOT OWN THRU DISTRIBUTOR - - - G4pP1®PAP°011'�`°''m'�''NOiB 1 34434 RS 3 T U 3 36 -0 I VEEDER ROOT OWNER THRU DISTRIBUTOR g DOUBLE W- FG PIPING DU OY/3000 LCX _ * AMERON OWNER T U DISTRIBUTOR 872 2"DOUBLEWALL FG'90 BOW DU OY/3000 LCX * AMERON OWNER THRU DISTRIBUTOR " ��• 435 COM UN - 3 00 0-4 I VEEDER ROOT 0 N THRU DISTRIBUTOR. 874 2•DOUBLEWAL FG 45 E BOW DU OY/3000 LCX AMERON OWN ISTRIBUTOR !(DI�Aw4INC.•6•II°➢7IdE 6 0 RELAY INTERFACE MODULE 60- 0 VEEDER ROT OWNER THRU DISTRIBUTOR. 76 0 W G T R N FITTING DU OY/3000 LCX AMERON OWN THRU DISTRIBUTOR 878 2°ADAPTER:B X NPT MALEDUALOY/3000 LCX AMERON OWNER THRU DISTRIBUTOR 879' 65 PSI CHECK VALVE 402459931 .*. FE PETRO OWNER THRU DISTRIBUTOR " 880 5/8° 6' 'J'- / - GENERIC OWN HRU ISTRIBUTOR KIM? NOTE: 'y. AS REQUIRED I1DRAWMG NUivuIEM THIS EQUIPMENT LIST IS PROVIDED AS A GENERAL MATERIAL REPRESENTATION.VENDORS ARE 3 i RESPONSIBLE FOR COMPLETING AN ACCURATE EQUIPMENT TAKE OFF BASED UPON THE DESIGN OF I _ - THE UST SYSTEM IN ACCORDANCE WITH ALL.APPLICABLE LOCAL.STATE AND FEDERAL LAWS AND T�7�I�(`ry�l` 1 • - THE UST(SYST MCONTRACTORS SRREPRESEN�R IN THE ESPONSIBLE DRAWING IDES DESIGNS SET COMPLETE INN ACCORDANCE WITH Al.' 1J.'[�/p�Y s APPLICABLE RULES AND REGUATIONS OF AUTHORITIES.HAVING JURISDICTION OVER THE PROJE(:'1'. f. .. w. ............ _ t' - / / 5Z)CMR:BOARD OF FIRE PREVENTION REGULATIONS (1) ATTENDED SELF-SERVICE MOTOR FUEL DISPENSING FACILITY MAY BE ALLOWED PROVIDED THAT: (A)TIE SERVICE STATION IS UNDER THE CONTR0.OF THE OWNER.OPERATOR.OR DULY AUTHORIZED EMM.OYEE WHO SMALL BE ONDUTY AT ALL TIMES WHILE MOTOR FUEL IS BEING SOLD OR DISPENSED. (B)THE MOTOR FUEL SHALL BE DISPENSED ONLY BY A COMPETENT LICENRED MOTOR VEHICLE OPERATOR OR BY ;® THE SERVICE STATION ATTENDANT. (C)APPROVED SIGNS BEARING THE WORDING''EXTINGUISH ALL SMOKING MATERIALS'AND STOP ENGINE MILE •® REFUELING•SHALL BE WNSPICUOUN-Y POSTED AT BOTH ENDS OF THE PUMP MSPENSWG ISLAND VISIBLE TO _ CC APPROACIIN6 VEHICLES.ALL APPROVED SIGNS REQUIRED SHALL CONSIST OF BLOCK LETTERS NOT LESS THAN �yFIOLESA�CLUB TWO INCHES M HEIGHT AND BE EITHER RED LETTERS ON A WHITE BACKGROUND ON WHITE LETTERS ON A RED 3, BACKGROUND. (0)THE CONTROLU G NECMANISM CONSOLE PROVIDING POWER TO THE PUMP MOTOR IS IN CONSTANT ATTENDANCE BY THE O�Elt OPERATOR OR DULY AUTHORIZED MSPENS D SS PROPERLY P0.0TECM AGAINST PHPHYSICALDAMA E FROM MOTOR VEININUSS.CONSTANT NSTANT ISSUANCES ATTENDANE SHALLNFJW THAT THE CONSOLE OPERATOR MIST BE AT THE CONSOLE DURING ITS OPERATION. NO. DATE DFSCRIP'NON 4}: / ANT _ _ NSIOLIE OMFMTOR A.THE PUMP ry 112'-10'CANOPY LENGTH (E) D BY MEANS OF CM INTER—UNI WNV B�YTEM CH.HALL 9 WHI BEE MAINTAINED 1.PRO ER OPERATING W22 2 2 \ \ , \ CO LL CONDITION AT A TIMES WHILE MOTOR FUEL IS BEING DISPENSED pis 1 S SITE ADAP STAN —— —————————————————————————��� � \ \ (F)A MEANS SPfROWDED FOR THE CONTROLLING MECHANISM CONSOLE OPERATOR TO DESERVE THE FILLING 4I'-10'COLUMN CENTER TO COLUMN CEN TER OPERATION AT EACH Wffi E.AND THE DISPENSING OF MOTOR FUELSHALL SE CONTINUOUSLY OBSERVED BY / 23'-0DISPENSE CENTER 16'-O}'COLUMN 16'A}-C.L . 24'4Nt DISPENSER CENTER. I \ \ THE CRNSOU OPERATOR DURING THE TIME MIAT MY OF THE PUMPS HAVE TEEN-ACTIVATED TO DISPENSE TO DISPENSER ENTER CENTER TO KIOSK W-O'KIOSK CENTER TO KIOSK TO DISPENSER CENTER' 10'fi' \ \ � MOTOR FUEL 0 F (G)UNRELATED BUSINESS(VENDING AREAS.CONVENIENCE FOOD MARTS.AUTOMOTIVE REPAIR GARAGES.CAR F2.0 C \' \ WASHES.ETC.)SHALL RA BE OPERATED BY OTHERS. (TYP.FOR B) _ \ '(H)THE CDNTROL4NG MECHANISM CONSOLE WCUOES A DSCMWECT.SWITCH WHICH WILL INSTANRT CUT OFF F2.0 7 7 AU-PUHRNG POWER TO AU- R FMR.PUMPS AT THE SERVICE STATION. (1)THE CONTROLLING MOHANISM CROONS XE,SWITCES AND RELATED EQUIPMENT ARE OF A DESIGN AND TYPE. 1 LISTED FOR USE WITH THE DSPEn.a1NG UEWCES. (J)ANY PERSON.FIRM.OR CMPoRATION CONSTRUCTING A SELF-SERVIE FACLITY.OR MAKING CHANGES OR ALTERATIONS,IN TIE.METHOD OF MGPENSOG MOTOR FUEL,OR TO THE ME-BSHNCEAED FIXED FIRE ' I I ' I , BJTINGUISHING SYSTEM(.)OTMEN THAN NOPMaLL, NTfJ1ANCE;OR TO WE Slf SERVICE DISPENSING IMANO II, F I I I I I ARRANGEMENT(S)RESULTING IN A CHANGE OF HAZARD AREA PROTECTION,DR ESNVHAN MBTAC RANGES - - 'I (p F2.0- i i NFi�T� i 1 RESTB_TWG IN CONSOLE THE WAHILITY OF A COO OPE RATOR ERATOR TO CONSTANTLY OBSERVE TIE FUEL DISPENSING omAnm smuL NOTIFY WE HEAD OF THE.FIRE DEPARTMENT.IN Wi11TING.PRIOR TO SUBMITTING MANS IDMGN CGHOULIrAN�'TD THE STATE FIRE MARSHAL I I DO SELF AUTOMATED MOTOR FUEL OISM3HWNG SYSTEMS SMALL BE EDUIPPED WITH AN OVERHEAD FIXED ........ _ I I FINE EXTINGUISMING.SYSTEM OF.A TYPE APPROVED BY THE STATE FIRE MARSHAL,DETAILS OF WHICH SMALL ' .. .—.. BE INCLUDED WITH MANS'SUBMITTED TO WE STATE FINE MARSHAL FOR APPROVAL 'I I I F2.0 I I • I _ I I I W THE USE OF AUTOMATIC CREDIT CAR)READING DEVICES AS A MEANS OF PAYMENT AT TIE PUMP ISI-AND Z ( SALL BE 4 A MD PROVIDED THAT: .. 'I I. I I I I I F2.0 II SALE S i. EA • •. � �� I I y,ry I I _ I I GI ALL BE INDIVIDUALLY AHJTIKIRIZED.BY THE SELF-SERVE ATTDIOANf; 2.THE AUTOMATIC C DT CARD REAMNG'OEVICE SALL NOT BE D.ED AS;PHYSICAL EKNA-��C^ r y u m I I -' AUTHORIZATION FOR THE DISPENSING OF MOTOR FUEL;AND ®IEN)®I llZ d i I— � 3.THE AUTOMATIC TA£DIT CARD READNG DEVICES ARE INCLUDED ON FLANS.11➢MITTFD TO AND APPROVED BY D:eY )yyy�R .�-{ I - I s '9 1 ITNE STATE FIRE MAILaHAL. - WwW '�"® ,f . 1 I HDROJECT F2.0 - iummnmuum Aix I „H F2.0 \ 00 0 O O O \ _ 50' 'POSITIVE LInITiNG BARRIER LENGTH _. ...._—.__._ TYP: ILa!CA'TQmiFT *I'. \ I Q 00 7B DN0 CWH(DIESAILIE CLIMB j MAI J A/ /O OZW i'2T'K y / CIV!L ?y \ \ \ 100'RADIUS FROM - EMERGENCY STOP a3 \ \ \ SWITCH 0 0128/2015 AS NOTED �. � � �IlillBQaAUEIN 19511 c - =E lY4NNOUGHRO L'IDL�IYARHmEi�4l: Fo.o.DWG . �DBAWW®AiW MIOGGCM®�,H6 I>aDX�DWMB�T�w.TTwY�DM . 6.19uMATagWL DP,GB I¢�l�A@9ID�G'Il'd'If;LIE J. NOTE: PRIOR TO THE COMMENCEMENT AT ANY WORK,THE ®V'��'I - CONTRACTOR TIES IN SMALLHE CONFIRM OF WORK E LOCATION OF ALL OHM LAN SHEETING,OR SOLDIER PILES SHOULD BE USED TO Nil L J_ BELOW THE BOTTOM OF THE EXCAVATION TO ENSURE STABILITY OF PIT.SEE GEOTECH REPOT FOR DETAILS. DISCLAIMER: ���� GNU`BER EXISTING SITE INFORMATION WAS PROVIDED BY THE i SITE.PLAN OWNER. JGD.ASSOCIATES,INC.ASSUMES NO SCALE- FOR LIABILITY A HEREION. CONTRANFO ATIONCTOR MUST FILLD VERIFY CALL ITIONS IF®O® - P _ PERTINENT INFORMATION. �.._ . ,M... ,. ...._ .. .. __ _... .... ..... ...............................__ . . .. CU ENU POSITIVE LIMITING BARRIER SPECIFICATIONS I.THE POSITIVE'LIMITING BARRIER TO BE 5 CONTINUOUS'V'GROOVES 3/4'X 3/4'DEEP, 6auB ON 4 3/4'CENTERS WITH CROSS INTERCONNECTING GROOVES,EQUALLYq EWALK TO ®,SPACED ON MIN.12'MAX.4W CENTERS. ASPHALT FINAL ELEVATION (SEE CIVIL'DESI2.N'GROOVES SHALL BE TROWELLED INPLANS) CONCRETE SLAB. IC F Y------——————— ES t CONNECT CANOPY DRAIN WHOLESALE C 3.N'GROOVES SMALL BE A CONSISTENT' 0 SION 2 DIVISIONI2 CANOP TO STORM SEWER(TYP. WIDTH AND DEPTH FOR THE ENTIRE APRON. KI (TYP.OF 8) (TYP.OF 8) FOR 8) 4.GROOVES MUST BE KEPT CLEAN OF'DIRT 7DIISIOWIL AND DEBRIS. VSSNANCEI I 31 o ' ° 4 EI.O r.. 8) -1. F2.0 0 .nwTs nrsDnsnDN N 09'u"S SITE ADAPT 1 I e ESTOP I ;� I I } g9 I, I E-STOP • a .c LOCATION LOCATION 8 (TYP.) ] A A LOCATION — .�.._ x- I ncvE siae. c 35 I DI DI o F .I F .1 0 I F8.0 I I FDI.O FDI.O I • I I fD1.0 FDI.O I _ " N o 1 TIPICAL:APRON.CORNER AND GROOVE SPACING DETAIL - 1 i FI SCALE. 'I`I'-0' TANKS 1 1 12,000 GAL • ]DESIGN CQAFySIIlII,9'AhYif H a �► I �JCC�DI 3. 41' 41' 41' 44' PREMIUM CLASS t, 771 2 1/2'FOR 1 1/L'DEEP GROOVE DE DEEP MAX.GROOVE (TYP.OF 4) / LN � ��• Y. __.... ... ... .I ...._ MU GROOVES 3/4'DEEP MIN.I DIVISION i I I/2'FOR 3/4'DEEP GROOVE REMAIN CONSTANT H AND WIDTH TO C —.._ ..... (TYP.FOR 8) ! _ _ F�� �. .. CLASS 1. i. ASPHALTIC SEALANT DIVISION2 ,. - ` .�. .. (TYP OF 4) ' - SUMP SENSOR ' LOCATIONS SUMP SENSOR IF'II.R®.inEQ,'a ' 1. _v....... .. _ LOCATIONS ' w F8.0 - o - TANK 4 - rZ y-GROOVE EDGE Of SLAB SECTION - B I I DIESEL AL SCALE: 1'=1'-0' CLASS DIVISION I DUAL FLOAT s _ -HYDROSTATIC - ����•� ®� 8 RESERVOIR . I._7. .. 4L 4L *• 4 CLASS 1, SENSOR DIVISION 2 SU•iP SENSOR ' / LOCATION ILAIDQ.`f(\II7I�'FI w, a GROOVES 3/4'DEEP MIN.1 �- 2 1/2•FOR 1 1/4'DEEP GROOVE '" 1/4'DEEP MAX.GROOVE TANK 2 ` DEPTH AND WIDTH TO F6.0 20.000 GAL - 1 1/2•FOR 3/4'DEEP GROOVE - REMAIN CONSTANT �� REGULAR DUAL FLOAT . HYDROSTATIC SIPHON �J>s III®�•S'^`c''n' �•RnE 'RESERVOIR - ffi IP'�L6)EEBIl� SENSORS - MANIFOLD ' ( A A RD SUMP SENSOR596 ®��� SUMP SENSOR CLA55 I. CLASSI.. A' LOCATION- - IFYAI���q MA=®II LOCATION DIVISION I DIVISION 2 FZ.0 TANK I • (TYP.OF ID (TYP.OF 11) 20.000 GAL w REGULAR o _ C_ V-GROOVE INNER SLAB SECTION - ffiIEAII. SCALE: I'=I•'0•. Ep�SP0t 9. �DZW01CZVK 1 POSITIVE LIMITING BARRIER DETAIL ALE: r=F-0 \ f 1 \J \ 9 G STEP ^wD EP 24 2015 !C N.E.C.HAZARDOUS AREA NOTES _ A 05/28/2015 O TYPICAL N.E.C..ARTICLE 514 CLASS I LOCATION O TYPICAL N.E.C.ARTICLE 514 CLASS I LOCATION ��.��• (ITIDERGROUID TAW(-FILL OPENING) AS NDTFID (DISPENSING DEVICE-PITS). EXTENT OF CLASS I.GROUP D.DIVISION I LOCATION: EXTENT OF CLASS I,GROUP D.DIVISION 1 LOCATION: ' ANY PIT.BOX,OR SPACE BELOW GRADE LEVEL.ANY PART OF WHICH IS WITHIN ANY PIT,BOX,OR.$PACE BELOW GRADE LEVEL,ANY PART OF WHICH IS WITHIN �)HOE�1Lt1E1D I�1Ye THE DIVISION I OR 2 CLASSIFIED LOCATION. THE DIVISION' OR 2 CLASSIFICATION LOCATION. .4�NIF�+4OV EID 3y: I EXTENT OF CLASS I,GROUP D.DIVISION 2 LOCATION TYPICAL N.E.C.ARTICLE'SIL CLASS 1 LOCATION IP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF IO FEET OE (DISPENSING DEVICE DISPENSER) ,,^.+NLIE FTAlFAOEc FI.O.PNc FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET •PIPING PLAN FROM A TIGHT FILL CONNECTION, EXTENT OF CLASS I.GROUP D.DIVISION I LOCATION: A TANK BURIAL NOTE: � > +� SPACE CLASSIFICATION INSIDE THE DISPENSER ENCLOSURE IS COVERED IN SCALE:I'=10'-0' �ivnoanilm'�arens.� OB TYPICAL N.E.C.ARTICLE 514 CLASS 1 LOCATION ANSI/U.87.POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS.' _ (UNDERGROUND TANK-VENT DISCHARGING UPWARD) THIS PLAN HAS BEEN COORDINATED WITH THE TYPICAL N.E.C.ARTICLE 514 CLASS I LOCATION CIVIL DRAWINGS.THE BURIAL DEPTH OF THE rlco IDRA5'9IG G=3 EXTENT OF CLASS 1 GROUP D DIVISION I LOCATION: _ TANKS INDICATED ON F4.0 WILL ADEQUATELY (DISPENSING DEVICE DISPENSER) WITHIN 3 FEET OF OPEN END OF VENT.EXTENDING IN ALL DIRECTIONS-. O - PROVIDE A MINIMUM OF I/8'PER I'-0'SLOPE FOR EXTENT OF CLASS I,GROUP D.DIVISION 2 LOCATION: PIPING. EXTENT OF CLASS 1,GROUP 0.DIVISION 2 LOCATION: WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM SPACEBETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT,EXTENDING IN ALL (1)THE DISPENSER ENCLOSURE OR(2)THAT PORTION OF THE DISPENSER - DIRECTIONS.' ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS.SPACE CLASSIFICATION LEGEND INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI/U_87.'POWER OPERAI ED ]P1Qiy1Q�Q�D�n^' I TYPICAUN.E.C.ARTICLE 514 CLASS I LOCATION DISPENSING DEVICES'FOR PETROLEUM PRODIX:TS.' O v PART NUMBER-SEE SHEET FS3.0 O(REMOTE PUMP-OUTDOOR) TYPICAL N.E.C.ARTICLE 51/,CLASS I LOCATION =KEY NOTE.-SEE SHEET FS2.0 EXTENT;OF CLASS 1.GROUP 0,DIVISION I LOCATION: (DISPENSING DEVICE-OUTDOOR) _ ANY PIT,BOX.;OR SPACE BELOW ARADE.LEVEL IF ANY PART IS WITHIN A g =N.E.C.CLASSIFICATION-SEE SHEET'FI,O • - HORIZONTAL DISTANCE OF 10 FEET FROM ANY EDGE OF PUMP. O EXTENT OF CLASS I,GROUP D,DIVISION 2 LOCATION: O ]�((RA�SQIyQn''IV WlVlll',ilIE]� UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY e a EXTENT OF CLASS 1.GROUP D.DIVISION 2 LOCATION: EDGE OF ENCLOSURE. Xk =-TAIL IDENTIFIER WITHIN 3 FEET.OF ANY EDGE OF.PUMP,EXTENDING IN ALL DIRECTIONS.ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN'10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. SLOPE MIN.1/8'PER FOOT'DOWN TO .:1111 �00 ........... r CONCRETE.EDGE. :4-1/2 HIGH.LETTERS : -- - STENCILED ON - ,i . . .. " s�. .. • ". 'CONCRETE � 4 OLEsa"aus (TYPICAL) T 5 TANKa.Mt¢ ` 2•-0• ASPHALTIC SEALPIJT AROUND APRON MANHOLEAS SCHEDULED 2 g _#1 o n Q. Q NOTE: II • I DO I O O n #O#) QOA A. u 1 1. CHAMFER SHEET F ONLY WHEN AdUI'TING ASPHALT PAVEMENT +t 48 - (TYPICAL) ccca 'c:==ate fl==aaIT ITO* "REFER TO SHEETF 0 1 CHAMFER.DETAIL ISSIUA CES O - \ // ( H SCALE: I/2°=I'-0' • 140. DATE 0E9CRfP1fON STENCILED /2'HIGH LETTERS\ y, STENCILED ON 'r-ram / . _ .: "- CONCRETE - 09/22/IS SITE ADAPT r 20.999GAt1.4N - . ;.: - - Ci u UNr£MFn \ - $/4'SEAL-UFF I CROWN DETAIL n t fl fl fl :Djj 3/8'0 ANCHOR BOLTS E U ,. A11II PROVIDE Z"PROJECTION O.. Iffl 7 # —ciF 3/A"0 RIGID CONDUIT O (TYPICAL) - -"�� 11' _ -� 1/2'HIGH LETTERS -� z v FINISHED GRADE r�iF FINISHED GRADE 8° _ 'STENCILED ON; K2 ° . {I. � (.♦'' ^ y �^ lue+uu.6 uraea9m L • , • � _ ImIPH�II�ty�QDIySUJ1I:'�'AFPIf ko 0 fl . _ FILLCONCRETE MOUNITING _FOOTINGATIVE.BACK f 3/8'OANCHOR BOLTS C PROJECTIONZP7\JJ1 _ PROVIDE 2' co wv A3� C € N VIEW :AV Nam ELEVA710 VIEW MACHINE DETAIL Ears )msaaaas CONTRACTION JOINT ' .. r B .. _L -COMMERCIAL A ResW(85D)mS3-39_:A. . -- IR-MAC .., . .. - N. 6. �. k a SCALE: I/2.._.1..-0• AROUND PERIMETER - ? OF KIOSK TANK PAD.. ,o (TYPICAU - �.. (7YPICPI_) a x-... ;c � -. a .• . .. KIOSK AND _ .._- _, .. : a - .- - _ - ••y}> KIOSK FOOTING .. WWF 6x6-WL4xWl.4 MESH - - 2 2 DESIGN PROVIDED 2'-2' , PULLED U-INTO UPPER HAY " " a - - _ BY KIOSK MPG. OF CONCRETE SLAB \lINI-_dR00M FINISHPAINT LEGEND: ����������- - Z �"'':3 '' - ALL PAINT SHALL BE SHERWIN WILLIAMS SAFETY.'' p�(�p`][adSpT %..! .y BITUMINOUS PAVING o i. COLORS(OR OWNER APPROVED C-QUIVALEM).' - CONTRACTION - '.:- .. �Q 8' CONCRETE .. JOINT(TYP.) rlTil ':.: .T'ITII > "„ - UEVEUE%IC SL.CSELF .. LEVEIiNG)CAULK BACKER ROD ' '1.1111 ". - 1.1I I.f,. .. .. - E%PANSION - IT - L a.. CONCRETE SLAB, qr JOINT WHITE E -YELOW '' • ,11I11 .• .."I{. - 'r' -` ,}11I1`' L --- - a=x" - O .01r �gII®lv A 4 • .+ ..... N07E: ....: .. + '. '•: '.. � REINFORCING PULLED IP INTO KIOSK 10 SIT t/2'HIGHER. H ... - I �. ., .a Ik PER HALF OF CONCRETE SLAE • I x°Ff;?! lllll; - .. RE . THAN SURROUNDING GRADE .. D- d =� 'LI111. 1-I 111: _ -:• I ICI' IL w'v' ... ! t A..,--.%:. .•:li I I I. .._.•. WITH A DIRECTIONS. MAXIMUM 2%SLOPE -"....,.liI.:: LITL _ -SAFETY RANGE IN ALL OIRECTIDNS:. h' _ - - O 'O �•Ie�y 5A111101?�SALIK'CLUB , COMPACTED COMPACTED GRANULAR t - - a'�Q MUlL ,AMDJ( llll / ,KIOSK CONCRETE PAD SLOPE DETAIL s r. _ ; u GRANULAR FILL _ _ FILL OR.BETTER n CR-6 OR(3ETTER 3.-0' IlQS{�( �v F1IF_� JL - . .. :';';31il1�T3S➢'/il1EiII.lc�QD10N'I Y SECTION AT JOINT OF CONCRETE AND ASPHALT EXPANSION JOINT DETAIL - 4•.p• ' _ . - LOF_ND PART.NUMBER_-SEE SKEET F53:0 - - - _ AII. .. _ „N. - ;+ ❑# KEY NOTE..SEE SHE s .« B DIRECTIONAL ARROW DETAIL - -• SCAT E: 1/2" "-0' E7 - . r (2)Ixb TREATED SIKAFLEX IC SL(SELF % -DETAIL.IDENTIFIER: JO{N G BOARDS LEVELING)CAULK. O Cf i. 6x6-W2:9xW2.9 MCSH � - - • No Ui.521( PULLED UP INTO UPPER HALF NOTES: n OF CONCRETE SLAB YLD y CONC.SLAB 7 BACKER ROD. 1. SEE CIVIL DRAWINGS FOR ADDITIONAL E nA.g Xe. °X _ DE AND SPECIFICATIONS. m < 2. SE T FOR AN " COMPACTED GRANULAR .DETAIL �- .: FILL CR-6 OR BETTER T - i / ' - TAILS E SHEET F4,0� K DETAILS U GI SCALE: 3 -.I-0• ^ LP 2 015 COMPACTED BACKFILL ° / ,SAWCUT CONTROL JOINT _ A e os/za/zms OR NATIVE SOIL 1/2x12 SMOOTH . -. DOWEL TYPICAL - $°:Q.'F�n.IE: AS NOTED c _ owislori j FOPINaisloN K2 8"CONCRETE PAVING r a a/ ' d, D VAPOR RECOVERY � `rr` 1D�A" • - FOAM FOAM � PREMIUM UNLEADED—_, VAP Y "I . a • O RED CIRCLE O .^.IH(IEQLI.lNJd . a {I GRADE - .GRADE WWF 6x6-W2.9xW2.9 MESH . n OA WHITE CROSS © � �� )Y t ... ...: _ AUTOMATIC TANK GAUGE(ATG) omvemer:v�� ,s O BLACK . a.eca tac rlTll rlTi TITII - d a RO�WH WHITE CIRCLE � i lllil 1111E 'I,tIIP X ,z,< E l l l l 1. }1 1 11;' •k)I I1 COMPACTED GRANULAR i 1 I FILL CR-6 OR BETTER I —JI ' I I- - s - - N+H'. H+K di+H. O BLACK CROSS I( �1' I—I I I ` Hitt' t-Ilit' :II111: I-III—II III=1.ly I III,-II.�-1�1=1 -. .: HIIi: liltl :ailll._ TIII�I 11�1= 3' llu. 'J-L'I .ULIJ COMPACTED BACKFILL II f ll'I —SUBMERSIBLE - YAM AHBHD=4' 9 ..' —III I� DIESEL PUMP IB'0 MIN.- '^ - OR NATIVE SOIL r - E' LLOW CIRCLE. BLACK 1_. I SONOTIBE 15.0 MIN:SONOTUBE MIN 6.CONCRETE PAVING I I - IID]�ii].CA�ILrI.r� CONCRETE FILL WITH CONCRETE I._3• KI d' MIN. -1 - . 'BOLLARD DETAIL FILL M BOTGALE: D DETAIL N" U-10_I ARD DE'iAIL r _ _ SCALE J/2' NOTE: ALL ON-SITE.CONCRETE SHALL HAVE TWO-PART DAYTON SEALER J191J35 OR IJOTE: DOWELING ONLY APPLIES AT ADJACENT CONCRETE SLABS' -OBSERVATION WELL r OWNER.APPROVED EQUIVALENT APPLIED.' � � � �� O WHITE CIRCLE ` _ K CONCRETE PAVING DETAILS DOWEL CONSTRUCTION JOINT - ( TRIANGLE o SIN CONCRETE SLAB DETAIL • O Bt1�GK TRIANGLE. ^ }��j G WHEN / \MANHOLE.PAINTING SCHEDULE J C'�t ' ` SCALE:NOl TO SCALE .� .. ...„. v. SUBGRADE PREPARATION - � -�LUNY 1. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT FOR SITE SPECIFIC SOIL CONDITIONS.THE B..ANY REQUESTS FOR MATERIAL SUBSTITUTION MUST BE ACCOMPANIED BY APPROPRIATE TESTING C.CONCRETE VIBRATORS SHALL NOT BE LISTED FOR ANY CUR13 OR SLAB WORK. THEY SHOULD BE USED - GEOTECHNICAL REPORT SUPERCEDES.ANY OF THE STANDARD SPECIFICATIONS'ON THIS SHEET. RESULTS AND ARE SUBJECT TO THE OWNER'S APPROVAL FOR PLACEMENT OF CONCRETE IN THE BOLLARDS. MANUALLY HAMMER-TAP SIDES OF CURB AND SLAB ' FORMS'TO REDUCE HONEYCOMB ING. _ 2.CLEARING' ''''..22!OTHER.MATERIAUS « - D.SCREED.ALL SLAB CONCRETE IMMEDIATELY UPON PLACEMENT TO ASSURE PROPER GRADES ' A THE CONTRACTOR SHALL REMOVE ALL VEGETATION,SURPLUS SOIL,DEMOLITION RUBBLE,AND OTHER A PROVIDE OTHER MATERIALS NOT SPECIFICALLY:DESCRIBED BUT REQUIRED FOR A COMPLETE AND BULL-FLOAT SLABS IMMEDIATELY AFTER'SCREEDINfi. AS SOON:AS'.THE PLACED CONCRETE WILL UNDESIRABLE MATERIALS.SUCH MATERIALS SHALL BE PROMPTLY HAILED FROM THE SITE AND .. PROPER INSTALLATION,AS SELECTED BY THE CONTRACTOR'SUBJECT TO THE APPROVAL OF THE. ALLOW,MAKE FIRST T-JOINT GROOVES.AND FIRST EDGING PASSES. WHEN THE SURFACE HAS DRIED DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES. THE CONTRACTOR SHALL SHAPE - -OWNER. - SUFFICIENTLY TO BEAR THE WEIGHT OF A BROOM WITHOUT EXCESSIVE'.BUILDUP.CREATE LTG BROOM F THE SUBGRADE IN ACCORDANCE WITH THE GRADING PLAN,TAKING INTO ACCOUNT THE THICKNESS'OF STROKES ACROSS THE CONCRETE IN A DIRECTION PERPENDICULAR.TO THE DIRECTION OF TRAFFIC.' ' THE PAVING SYSTEM: THE TOLERANCE OF THIS ROUGH GRADING SHALL BE WITHIN I/2'HIGH TO I' PART'3-.EXECUTION RE-TOOL EDGES AND T=JOINTS AFTER COMPLETION OF BROOM FINISH.CAUTION:DO NOT OVERWORK ' LOW. CONCRETE SURFACE! • - 5.1 SURFACE CONDITIONS, - ±i - B.DURAFTIER T NIS RAFFI OPERATION.ONSTRUCTION EQUIPMENT MID LOADED SHALL TRUCKS.RUGS. SOFT AREAS SHALL SOFT AREAS THAT BECOME BE M A.EXAMINETHE SUB-GRADE CONDITIONS IN THE AREA WHERE THE WORK OF THIS SECTION WILL BE E-ANDTECT CONCRETE FROM WATER MIST.COAT CONCRETE CESSIVE HEAT AND AFTERAFTER ALL FINISHING PREMATURE OM DRYING BY PLETE USIINGUSE OF T14E SPECIFIED PAPER WHOLESI��-E'-Cw6 REPORTED TO THE OWNER FOR DETERMINING THE METHOD OF TREATMENT REQUIRED,IF ANY.FAILURE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY COMPLETION OF THE WORK. DO NOT CURATIVE:AGENTS. - TO RECTIFY UNSATISFACTORY SUBGRADE WHICH RESULTS IN PAVING FAILURE WILL BE ASSESSEDAS PROCEED UNTIL.UNSATISFACTORY CONDITIONS ARE CORRECTED. THE LIABILITY OF THE CONTRACTOR. F.DO NOT ALLOW CLAY OR SALT TO CONTACT'FINISHED CONCRETE FOR 30 DAYS. AVOID ALLOWING - .. FINISH.ELEVATiDLINES CONSTRUCTION VEHICLES TO CROSS THE SLABS THE REMAINDER OF THE.PROJECT. 00 NOT - ISSUANCES 3.MAINTAINING DRY SITE CONDITIONS ALLOW VIBRATORY:ROLLERS WITHIN ONE FOOT OF CONCRETE EDGES. _ ! A.CONTROL THE ELEVATION AND DEPTH OF THE SUB-BASE AS SHOWN ON THE DRAWINGS " Da9CRiPI101H - - A DURING PREPARATION OF THE SUBGRADE AND.UNTIL THE PAVING IS IN PLACE,THE CONTRACTOR, G.IF SAW CUTTING IS EMPLOYED,IT MUST OCCUR FROM B-12 HOURS AFTER INITIAL SET. SPALLING DUE i SHALL TAKE REASONABLE'MEASURES TO OBTAIN AND TO MAINTAIN A DRY SITE CONDITION.'SUCH 3_3!PROCEDURES. TO SAW CUTTING ACTIONS MAY RESULT'IN.REJECTION OF THE CONCRETE WORK. i' 12/Dll3 AGGREGATE TABLE ` MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER,MINOR HAND AND/OR MIACHIFIE SHAPING TO FACILITATE WATER REMOVAL,AND OTHER OPERATIONS TO SPEED DRYING. - A.USE ALL MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE 70 THE PUBLIC;TO - H.NO VEHICULAR TRAFFIC SHALL'BE ALLOWEDfOR 7 DAYS AFTER CONCRETE PLACEMENT. Z. 01/29/w AGGREGATE TABLE NEIGHBORS,AND.TO OTHER WORK BEING PERFORMED ON OR NEAR THESITE_ UNSATISFACTORY CONCRETE SHALL BE REMOVED AND REPLACED WITHOUT COST TO THE OWNER AT - CONCRETE SLABS AND ISLANDS THE DISCRETION OF OWNER'S SITE INSPECTORS. B.MAINTAIN ACCESS TO ADJACENT AREAS AT ALL TIMES. 3'-. oe/z904 oNORErE SEa.ax NOTE I. CONCRETE MIX DESIGN - 6.CONCRETE SEALING ' y 3.4 PLACING OF SUBBASE _ ..+ - - - 4 02/OWI5 AGGREGATE TABLE - 4 EXTERIOR SITE CONCRETE - - - A.'CONCRETE SEALER TO BE PROVIDED BY GENERAL CONTRACTOR REGULATORY-STIPULATED A GENERAL: ALTERNATIVES(IN CASES OF VOC COMPLIANCE)REQUIRE OWNER APPROVAL.CONSULT WITH s. 0Al0aw SrMIDARPS IPoATE :STRENGTH 4000 PSI' (PER ACT 318) MANUFACTURER FOR APPLICATION DIRECTIONS. MINIMUM CEMENT FACTOR 588#(6.25 BGS.) A THE CRUSHED AGGREGATE.SUB-BASE MATERIAL.SHALL BE PLACED ON THE MOISTENED '. 6 OWBU9 AGGREGATE TABLE V 4 _ MAXIMUM WIC' :0.45 SUB-GRADE.IN LAYERS:OF UNIFORM THICKNESS WITH A MECHANICAL SPREADER. 7.COLD WEATHER CONCRETE INSTALLATION ENTRAINED AIR 4.5-7.5% •: '+I" SLUMP +' 4'MAX.UNLESS HRWR OR MID.RANGE WR THEN 6'-B' - .- -'B. THE MAXIMUM DEPTH OF A COMPACTED LAYER SHALL BE 6 INCHES IF THE TOTAL A PER ACT RECOMMENDATIONS AND ACCELERATOR SPECIFICATIONS: " '' - - WATER RETARDER NORMAL TYPE A - - DEPTH OF THE COMPACTED MATERIAL IS MORE THAN 6 INCHES,IT SHALL BE - -- ` RETARDER NORMAL TYPE D AS NEEDED- CONSTRICTED IN TWO OR MORE LAYERS. IN MULTI-LAYER CONSTRUCTION,THE 8.CONCRETE LAYOUT.AND JOINTING (REQUIRED IF CONCRETE TEMPERATURE EXCEEDS:85 F) - SUB-BASE COURSE SHALL.BE PLACE)IN APPROXIMATELY EQUAL DEPTH LAYERS. re & - 'CONCRETE TEMPERATURE S0-90 F - LAYOUT JOINTS TO FORM APPROXIMATELY SQUARE PANELS.AS SHOWN. TYPICAL SLABS SHO LD BE - A ACCELERATOR • +'a. NON CHLORIDE TYPE ONLY _ C. THE PREVIOUSLY CONSTRUCTED LAYER SHOULD BE CLEANED OF LOOSE AND FOREIGN PROVIDED WITH SAW CUTS AT I2'MAXIMUM:INTERVALS'. .. ,, THE USE OF CALCIUM CHLORIDE IS PROHIBITED! • - , r MATERIAL PRIOR TO PLACING THE NEXTLAYER.THE SURFACE.OF TFE COMPACTED _ - MATERIAL SHALL BE KEPT MOIST UNTIL COVERED WITH THE NEXT LAYER. B,CONTROL JOINTS SHOULD HAVE A DEPTH OF AT LEAST ONE-FOURTH(1/A)THE SLAB THICKNESS E.G. r - - FOOTINGS ^ I-I/2 INCH'FOR A 6'SLAB... P. .. :. - - - - A. ,DO NDT_PLACE SUBBASE OR FILL.MATERIAL ON SURFACES THAT ARE MUDDY. - ' • ". IDYMG14 CONSULTANT STRENGTH a 3500 PSI' - FROZEN,OR CONTAINING FROST OR ICE. « - - ''r C.JOINTS SHOULD RIFT CONTINUOUSLY AND EXTEND THROUGH INTEGRAL CURBS. JOINTS MAY .MINIMUM.CEMENT FACTOR '' -572#(6.1 BGS) _ T: r _ "�r "' '"'" ^`e°' - ' TERMINATED AND OFFSET AT ISOLATION JOINTS. USE EXPANSION JOINTS WHERE ABUTTING EXISTING b- , MAXIMUM W/C'.. 0.48 _ - E PLACE SB-0ASE AND FILL MATERIALS EVENLY ADJACENT TO STRUCTURES:TO CURBING. NON-AIR ENTRAINED - .REWIRED ELEVATION. . SLUMP + 5.'MAXIMUM e - •.' - ..D_ADJUST JOINTING.LAY LIT OR LOCATION OF MANHOLES.CATCH BASINS.SMALL FOUNDATIONS AND a ' - - - - F. TAKE CARE TO PREVENT WEDGING.ACTION OF SUB-BASE AGAINST STRUCTURES BY - OTHER BUILT-IN STRUCTURES. TYPICALLY,CATCH BASINS,BOLLARDS AND ANYTHING HAVING A CAD r ,• - ,.'ALL OTHER REQUIREMENTS AS LISTED ABOVE. CARRYMG THE.MATERIAL UNIFORMLY AROUND THE STRUCTURE'TO APPROXIMATELY THE.„ - FOUNDATION OR DIFFERENT CROSS-SECTION THAN THE SURROUNDING PAVING SHALL BE ISOLATED - SAME ELEVATION IN EACH LIFT. USING GREENSTREAK PLASTIC EXPANSION BOARD WITH GSEAL CAPPING OR I/2 IN THICK FOAM WITH." H 2.REQUIRED - - e - ' SIKA-FLEX.POURED CAPPING,WHERE RADIUSES DO NOT ALLOW'THE 1�OF THE GREENSTREAK I(A INC. ' a - -� . - 3_5 GRADING PRODUCTS. HAMMER-TAP SIDES OF.CURB AND SLAB FORMS TO HONEYCOMBING-- YB A9®ID�6-20 A.FORMAL MIX DESIGN. - • e '_ A:GENERAL' _ E.ORIENT CONTROL JOINTS TO AVOID ACUTE ANGLES OR SMALL.PIECES OF SLAB AT CURVES. OFFSETS.a v _ .., FEATURES- SUPPORTING STRENGTH DATA:PER ACT 318. SHOULD BE LEAST 18'. JOINT MATERIAL SHOULD RADIALLY TIE INTO CURVED FEATURES. Pw�wnyBdMew� / s - r - !` - -- - - C.CEMENT MILL CERTIFICATION: A. INCLIDINGYADJNT TRANSITION AREAS. LIMITS OF GRADING LARDER THIS SECTIOIN, F.DOWELED SHALL BE LOCATED ON 3'CENTERS,ALONG THE INSIDE OF THEMOST EXTERIOR Y r '... : •. -: I - SLABS. DOWELS SMALL BE SMOOTH TYPE, THE DOWEL IS LOCATED AT MID-SLAB DEPTH AND.HELD IN.'• +• s - _ D.ADMIXTURE CERTIFICATION AM CATALOG CUTS. a B. SMOOTH THE FINISHED SURF ACES WITHIN SPECIFIED TOLERANCES. PERPENDICULAR TO THE JOINT USING THE SPEED.DOWEL,WHICH REMAINS WITH THE - .. _ ,. PLACE LEVEL AND • - FORM..AFTER THE FORMS ARE STRIPPED,THE DOWELS ARE CHECKED TO ASSURE FILL.INSERTION • - • - - - ., E.AGGREGATE CERTIFICATION AND GRADATION(COARSE AND FINE).. c.•`COMPACT WITH INLEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE AND ALIGNMENT IN-THE INITIAL SLAB BEFORE'POURING THE ADJACENT SLAB..DOWELS OCCURRING .- • '+ ,,,.' .. � SHOULD 8E DELETED:SEE DETAIL. - _ :..'.... .. '.• ' . • - a F.READY MIX SUPPLIER TO TEST FIRST LOAD ON SITE TO CONFIRM'ENTRAINED.AIR'.SLURP,AND "' N HE OWN FIELD- TEMPERATURE('INFORMATION ONLY FOR NON-AIR CONCRETE)- - - a 'U9T S Ye�'l�lEl�f)I TIRE FINISHED SURFACE IS TO BE FREE TR01'I'IRREGULARITY.AND: G.ANY ADDED WATER MUST BE RECORDED ON DELIVERY.TICKET - - • - - N ����^�� ® - - - THE SURFACE OF AREAS SCHEDULED TO BE UNDER PAVEMENT TO-LINE, SHAPE ,. + ✓ - t t :•• - -' " ' :THE ABOVE-LISTED SUBMITTAL DATA Aft IN GENERAL COMPLIANCE WITH THE GUIDELINES GIVENIN.ACI SOI ,� GRADE AND CROSS SECTION,WITH FINISHED SURFACE NOT MORE THAN 1/2 INCH. �. - 'r - - z - - -_ -•- . - AND ACT 318.THE CONCRETE SUPPLIER MUST BE FAMILIAR WITH THESE DOCUMENTS. ABOVE OR BELOW THE REQUIRED ELEVATION WHEN TESTED WITH A 16 FT.STRAIGHT EDGE . _ r ��VV lldV(jRilt 4• 3,SUBBASE « - • HOLE TO FILL DEPTH OF COMPACTED SUB-BASE FOR EACH 2000 _ - RE.YARDS OF COMPLETED Sl1B-0BASE.DEFICIENCIES OF SPECIFIED DEPTH , « ' DIG a .• PART I-GENERAL r OVER II.®2'A'1CI(®Rl �` OVER I/2 INCH WILL BE CORRECTED: ' .. - - e .. IJ DESCRIPTION e tPLACE ' • _ , 3_6COMIPACTING ,. ^ ' ' A.WORK INCLUDED. PLACESUB-0ASE STONE.COMPACT AND GRADE THE SITE TO THE ELEVATIONS . - SHOWN ON THE DRAWINGS.AS SPECIFIED HEREIN,AND AS NEEDED TO MEET THE RELIUIREMIENTS,OF " `A.CONTROL SOIL COMPACTION DURING CONSTRUCTION TO PROVIDE THE MINIMUM PERCENTAGE OF - B.D'B WHOLESALE CLUB THE CONSTRUCTION. - "-' DENSITY SPECIFIED FOR EACH AREA AS DETERMINED ACCORDING TO ASTM'D1557. - - - - a µ STLOEE#321r, • .- • •- - ' ' -. B.RELATED WORK: PREPARATION OF AN:ACCEPTABLE:SUE-GRADE TRUE TO LINE AND GRADE. 4 A. IMMEDIATELY UPON COMPLETION OF THE SPREADING OPERATIONS,THE CRASHED. 540&1.14NNOYTGHI IRIlD <r .` • • - • AGGREGATE SHALL BE THOROUGHLY COMPACTED. THE NUMBER,TYPE AND WEIGHT OF - , x 1_2 QUALITY ASSURANCE :ROLLERS SHALL BE SUFFICIENT TO COMPACT THE MATERIAL TO THE REQUIRED 1Il1ClaNN1S.M�A OZG�1 . e BA NSTABL.ECOUNTY - DENSITY:. - A USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED.AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED TEGUIREMENTS & -THE.MOISTURE CONTENT OF THE MATERIAL'DURING PLACING OPERATIONS SHALL NOT - ' AN METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION BE BELOW,NOR MORE THAN I-t/2 PERCENTAGE POINTS ABOVE,THE OPTIMUM - n D METH _ :.' MOISTURE CONTENT AS DETERMINED BY ASTMI.DI557. - - - ^ B.USE EQUIPMENT ADEQUATE IN SIZE,CAPACITY AND NUMBERS TO ACCOMPLISH.THE WORK OF THIS - ' -" - - SECTION IN A TIMELY MANNER. C. AGGREGATE SUB-BASE:SHALL BE TESTED FOR DENSITY FOR EACH 2000 SQUARE •"' - - '' S OF MATERIAL IN PLACE. I - e L •- , YARD E A COMPACTION OF 95%OF MAXIMUM DENSITY S C.8N ADDITION TO COMPLYING WITH REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING.JURISDICTION. , REOUIRED FOR.ACCEPTANCE. • - •' - ' COMPLY WITH THE'DIRECTIONS OF THE OWNER.OR THE OWNER'S ENGINEER. ,,yrr l4 a I JCyN G "5 '7 02'WC.dC 3_7 MAINTENANCE' IL „ :., N ' - 1:3 PRODUCT HANDLING.. 915^. A PROTECTION OF NEWLY GRADED.AREAS: s. - . A AGGREGATE IS 70 BE.OELIVEFED TO THE SITE FROM THE SUPPLIER. IF STOCKPILING IS REQUIRED.A a.. • -, -.. ,. • 'PREPARED AREA SHALL BE USED TO INSURE THE AGGREGATE IS KEPT FREE OF CLAY,SILT, A.�PROTECT NEWLY GRADED ATLAS FROM TRAFFIC AND EROSION AND KEEP FREE FROM , , /ORAL VEGETABLE MATTER AND OTHER OBJECTIONABLE MATERIAL. _ ., ' - TRASH:. - - a PART 2-PRODUCTS B. 'REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED MID RUTTED AREAS TO THE ' W - SPECIFIED TOLERANCES. 2_I SUBBASE MATERIAL - - . -WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CP 2 4.2015' A SUBBASE AGGREGATE IS TO MEET THE FOLLOWING SIZE MID GRADING REQUIREMENTS: CONSTRUCTION OPERATIONS OR ADVERSE WEATHER,SCARIFY THE SURFACE. _ RESHAPE AND COMPACT TO THE REQUIRED DENSITY PRIOR TO FURTHER - - DATES O7l9lAl - r' TABLE 1:AGGREGATE PERCENT PASSING- CONSTRUCTION. _ . ` .�Q.`A)1.�, A5 NOTED " STATE.00- MA OH PA VA CT NY. FL Rt. NJ ME' - MD 4.FORMWORK _ - rX - CODE M2:Ot.7 304 ZA ZA MOD. ZIA `M.02.02 667 815.1 504.02 #57 703 901.01 A.ALL WOODEN FORMS SHN1 BE NG LESS,THAN THE SPECIFIED DEPTH OF THE SLAB TO BE POUND, - � ����' Y' • g - 100 AND NOT LESS THAN NOMINAL2'X 4'SIZE.STAKING FOR STRAIGHT SECTIONS SHALL OCCUR NOT , r CEMCU M BY, SAr - _ LESS FREOLEKTLy THAN EVERY FOUR FEET AND SHALL BE BOTH INSIDE AND OUTSIDE OF THE FORM. 0� 3-1/F 90-100 FOR CURVES.'STAKING SHALL OCCUR NOT LESS THAN EVERY FOOT.MID SHALL BE BOTH INSIDE AND - g 100 100 OUTSIDE OF THE FORM.STEEL FORMS SHALL BE STAKED ACCORDING TO THEIR DESIGN REQUIREMENTS- too - a 7 100 100 100 100 100 ALL REMOVABLE FORMS SHALL BE COATED WITH FORM-RELEASE OIL PRIOR TO PLACEMENT OF _ WARE 14AME: f2.l.vr«s 100 CONCRETE.CYLINDRICAL.FORMS SHALL BE OF NEW SONOTUBE OR EQUIVALENT DISPOSABLE };. 1,1/2'. 70-100 55-100 70-100 97-100 T00 ]DO MATERIALS.THESE MATERIALS MUST.BE-REMOVED COMPLETELY AFTER USE. 9S-100. mlmrmrAvw�u� I• 70400 50-100 94-100 70-I00 95-100 - B:ALL EDGES CREATED 13Y REMOVABLE FORMS:SHALL BE TOOL-R/.DIUSED AFTER SURFACE FINISHING TO 3/4' 50�5 50-90 52a00 60A5. 50.85 70A2 PROVIDE A SMOOTH BORDER ON ALL SLABS. - HDRAWKNI a'Q'�'j[I 1/2' 25'60 C.FORMS SHALL BE REMOVED NO SOONER THAN 24 HOURS FROM THE TIME OF THE POUR. .. e. • m SIB' 36-70 Z5-90 63-72 40-75 100 , . w 50-70 5.PLACEMENT OF.CONCRETE _ }' N , rn I/L' 25-60 SOSS ����QVII #f. 311-55 30-60 2450 20fi5 LB-57 3055 0-10- 95 100 .3555. A ASSURE SUFFICIENT MANPOWER TO COMPLETE THE SLAB WORK ALLOTTED ON THE POUR SCHEDULE -. - : DO NDT.BEGIN SLAB WORK IF SIGNIFICANT RAINFALL.IS EXPECTED WITHIN TWO HOURS OF THE e -- .. #8 0-5 80-100 PLACEMENT OF CONCRETE.PROVIDE SUFFICIENT POLYETHYLENE SHEETING TO A HEIGHT OF 8'-0' g"f�] MC°ArJ�[) #10 - IOSO - 52�.1 I51.5 25-50. WHENEVER PLACEMENT OF CONCRETE IS WITHIN IS'OF BUILDING. PROVIDE DRAINAGE CHANNELS FOR ! n RUNOFF IN.CASE OF RAIN.DO NOT POUR CONCRETE SLABS WHEN DAYTIME TEMPERATURES ARE #16 10-30 50=85 EXPECTED BELOW30 DEGREES FAHRENHEIT.PROTECT CONCRETE FOR 72 HOURS FROM FREEZING. ^ - . #30 9-33 25-60^, 12 25-- B.PLACE ONLY FULL SLABS AS INDICATED ON THIS PLAN. DO NOT BEGIN A SLAB UNLESS SUFFICIENT : #40'.' B-30 14-24 5-25 5-25 0-ZS OUANTITIES OF CONCRETE ARE AVAILABLE TO COMPLETE THE SLAB. IF POURING ADJACENT TO AN EXISTING SU18,4SPHALT SECTION,OR OTHER STRUCTURE.MASKING OR OTHER PROVISIONS MUST BE .a #50 8-24 IQ30 - I�LURE.TO PREVENT SPLATTER WILL - .+ TAX TO ASSURE:THAT NO SPLATTER IS LIFT BEHINID. F - • #100! 0-20 0-10 ;2-10 RESULT IN THE REJECTION OF DAMAGED WORK AND LIABILITY FOR SAME.TO BE BORNE BY THE. #200' 3-10 0-15 040 6-12 '0-5 0-e 7-15 0-8 0$:0 p.8 CONTRACTOR. - JS d0� ,. ._. - ---. ._ .... _- ....._......_................ .... ..._... I -_ _ _ '31 F 130 130 130 130 BUOYANCY CALCULATIONS: 12/12 KGALLOWTANK - I03 CALCUATION BASED ON SIAMERGED WEIGHT OF ALL MATERIALS PER PEI RPI00 0 ousarmus (2010CSI 2 COMPARTMENT DOUBLE-WALL FIBERGLASS TANK'WITH'SPHERICAL ?ry , F7•m5. THE DFADMEN ON EACH SIDE.OFTHE TANKARE INCLUDED IN - - • CALCULATIONS. c . k DRY WEIGHT OF THE TANK I}a600')-�S ISSUANCES ADEQUACY RESTRAINING - ANK Y NO. mm DP9C8@1TON RESTRAINING FORCES = I 04/23/IS TE FILL I F =� LISS 220,773 CBS DOWN �A� a' � BUOYANT FORCES F.=Eui LEIS = 225245:BBS �. NET FORCE G = DOWN = LL7 LBS DO F F+F. LES r DEAD EN CONTRIBUTION Wa+W LOS = 125�189rM DOWN: 5'-6 1/4'. ..7'-2'.: 7'-7 3/4' W-10 1/2' -5'-9 1!2• 5'-6• 5--6 I - SAFETY FACTOR : 1 345.962 LES a 441-0 I/4' _ F.S= 225,245 Los TYPICAL 3D VIEW \ _. A 12K-GAL/12K-GALSPLIT COMPARTMENT TANK. - SCALE: ImIR�IIQuF3 CONSULTANT i' ` � F3.0 • 92 MODEM AV@DD�N�me,(A6B®9�S30d� •v, 3D 30 LEGEND BUOYANCY CALCULATIONS: 20KGALLON TANK O =PART NUMBER-SEE SHEET FS3.0 ' KEY NOTE-SEE SHEET FS2.0 ®•�''� ~' 100 CALCULATION BASED ON SUBMERGED WEIGHT OF ALL MATERIALS PER PEI RPI00 f y _ (200.CS]I COMPARTMENT-DOUBLE-WALL FIBERGLASS TANK WITH SPHERICAL X =DETAIL CALLOUT - ENDS. THE DEADMEN ON EACH SIDE OF THE TANK ARE 94CUJDED-IN XS CALCULATIONS. ° I _ IIFT�'Il'A11[.II.A7I'II®RT DRY.WEIGHT OF THE TANK 9!)lL50.LEIS _ .��QyV�((pg° R O Y OF RESTRAINING'FORCES-TANK ONLY RESTRAINING FORCES t F, _TW_ LES _ 196�86 LBS�'DOWN F . -BUOYANT FORCES F3.0 R®CAM(D F. =EUi L85 = 175,906 LES UP NET FORCE / F.=Fe+F, LES = 2o__,L80. BLS.DOWN ' 1 BFs WHOLESALE CLUBuulu lul HUI DEADMEN CONTRIBUTION 590 fl11#PIIVOUGb$4@O W I% LOS - 102,427 LOS..DOWN H�XANINE�`:MA OJ-(f'DI 5'-6 1/4• 5'fi' S'-0' 4'-5' L'-I 1/2' 5'-6 1/4- 6'40 1/2'. \ / BARNSTABLE COUNTY - 3' SAFETY FACTOR TANK ANCHORING.NOTES 298,S13 LBS �- ` 3]'S I/2' F.S._ = I.70 1. WHEP!'WORKING BELOW GRADE,EXTREME CARE MUST BE TAKEN TO U5.9061BS TYPICAL END VIEW ASSURE'WORKMEN SAFETY. SLOPING AND SHORING SHALL COMPLY WITH �1F.AIL D OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CRF PART 1926 SUBPART P. OSHA STANDARDS-EXCAVATIONS;FINAL RULE OCT.1,89. HARD-HATS SHALL BE WORN BY ALL WORKMEN OPERATING IN EXCAVATION OR WHEREtiWt� ". . 1 ` B20K-GAL,SINGLECOMPARTMENT,TANK OVERHEAD WORK:IS IN PROGRESS. JD+SV Q yc, D21iDNCZYK 2- TANK ANCHORING IS REQUIRED FOR ALL PROJECTS. CWIL i t10 0.9t 52 y ` 3. EACH TANK REQUIRES(2)DEADMAI ON EACH SIDE. DEADMEN ARE NOT QF01sTEl`�o DIVIDED INTO SMALLER SECTIONS THAN SHOWN. ALL DEADMEN MUST BE -- - - INSTALLED PLUMB,LEVEL AND PARALLEL TO THEIR RESPECTIVE TAN(. - - 105 USE CONCRETE 4000 PSI.EARLY-STRENGTH CERTIFIED MU L 4. THE CONCRETE DEADMAN ANCHOR CONTAINS(4)&5 REBAR CONTINUOUS + AT TOP AND BOTTOM WITH A3 TIES®24.O.C'. FORM POUR IN EXCAVATION IF CONDITIONS'PERMIT. OTHERWISE;FIX81 AND POUR ON SURFACE.THEN LIFT INTO EXCAVATION AFTER 7 DAYS CURING TIME. 6 P 24 2015 •a 5. STRAPS TO BE LOCATED AS INDICATED ON,THE DRAWINGS. ®mom' WIOInI GAS STATION GENERAL CONTRACTOR' !SCALE, AS N'DTED TO INSTALL OWNER PROVIDED 6. THREAD PRE FABRICATED SLING INTO SHACKLE. WORKING LOAD LIMIT OF 1 5/8'X 59-1/2'SLING SHALL BE 8.5 TONS 045-. ATTACH SHACKLE TO EYE F.R.P.RISER TOP ADHESIVE BOLT OF TURNBUCKLE. WORKING.LOAD LIMIT OF I'S.P.A.SHACKLE SHALL ')ID)�WH�Y° 129 BE 8.5 TONS. WORKING LOAD LIMIT OF I'X IYEYE 8 JAW TURNBUCKLE GAS STATION GENERAL - SHALL BE SO TONS ����" CONTRACTOR TO INSTALL OWNER 7. CONNECT ALL SINGS TO STRAPS WITH TURNBUCKLES. THEN TIGHTEN AE1�$OWE]D BY' " t: PROVIDED ADHESIVE F.R:P.RISER BODY 0. JUNCTION OF RISER UNIFORMLY WITH OTHER STRAPS. STRAPS SHOULD BE SNUG BUT CAUSE „I,LIF NAME: NO DEFLECTIONS. DEFLECTION CAN BE DETECTED BY CHECKING TANK'S F3.O.owc AND COLLAR TO BE - - DIAMETER WITH A GAUGE STICK BEFORE AND AFTER SNUGGING STRAPS. _ae¢mmmumy F.R.P.RISER BODY FIBERGLASS MESH L' JOINED WITH JlRCT10N 8. BALLAST TANKS WITH CLEAN.POTABLE WATER TO CAPACITY.DO NOT ). AND RESIN RISER AND COLLAR 132 LEAVE UNFILLED TANKS UNATTENDED DURING CONSTRUCTION. ®IRAWICYI Q•u E -' TO BE JOINED WITH FIBERGLASS MESH 9. TANK ANCHOR STRAPS SUPPLIED BY TAM MANUFACTURER F.R.P.ATTACHED COLLAR AND RESIN I0. ANCHORING DESIGN AS PER PEI RP-400(ZOII)APPENDIX A UMEIRGMEDUM TOP JOINT NAIL BOTTOM JOINT NAIL gn (�`�''�A • NOTE:ALL ITEMS SUPPLIED BY OWNER WILL BE INSTALLED BY GAS STATION GENERAL CONTRACTOR. DIRtAWENG NUMMIER DE ASSEMBLY VIEW TANK SUMP FINISHING DETAIL ` sMAN-0ROSS SECTION E NOT ro sfnl F . JWALE NOT'TO`SCALE .....n;..; ............................................... ...,...... .._ .........,.... ... __ .. ...... ._...... ........... .............. SEWING AROUND 2 I6 C - p F6.1 2' 21 p 2 I6 SEWING AROUND O11.))�" P Ex(GAVATION DURING F5.0 ❑ F5.1 EXDAVATION DURING 146 149 146 149 CMSTRUCTIM TYP. CONSTRUCTION TYP. - F6.0 (YELLOWS , 111 (RED) (RED) :. YELLOW A. •:1�-i�._•T�'. �6',r1,L:(�s.['.r!•2,s,• f.l• _ 2'-0' x.. . '"1' zo Z0 •/ ISSUANCES i£ i - \ • �.2'-0' 2'-0' s<, NO. DAIS DTi9CJtIP1SON ¢ !I OWLS/IS �FRILL IPOA�TEIEMOTE - - 5 / \ as iq:,.:z:: 'sl`. a'Y. ./'ni1'` �L'i:•'ev r'- - :rl.:,:�s.%'•..�,�.>�:.L.x:;}.�.�:hf..i..`�:'.:5,1.• :1 MAXIMUM SLOPE 48.. g:F.r .-}. - °:srr: _ ,-i.,.r4�•i �:% >�.;:r.r_,�:rv.._._r.�t..,T-rf...r•.,- ABOVE BOTTOM OF • '\• ,� • \i1\f \ .\n\^ � \/•` ••• .r•:, qa: .\ .\ \� 1 . ! EXCAVATION 53• ' - - 12'PEA GRAVEL L ' ,. 24,000 GALLON DOUBLE COMPARTMENT TANK SECTION , SCALE:u4 r-0 - '-DIESI[Ol�COF1SQ71CIl°AtyT SEWING AROUND �JCD - SEWING AROUND - m • EXCAVATION DURING - • EXCAVATION DURING F5.0 I[.6 U.9 ' F6.1 2 21 F6.0 ,`t CONSTRUCTION TYP. . _ Awl CONSTRUCTION TYP. - (WHITE) /\/j\/ qAS .�Q.'1(A�I�I�� AllO :.�f 'r ...... .......: 1.. ., (WHITE) A�-®vm . 3 .r MAXIMUM SLOPE 48• i'>.a`r"'_ -`-"' cfiZ� "'t''.' '�ia•. ....?,y�s ';P� _ ,�'tTW/IFIOLESA1rE CLUB c',Str .. ABOVE BOTTOM OF �'� `n ..�. �s// /.✓• Y�iX\..\.. Y//`il`-c.\�,. !,~ ,'.R.c /a .\�^ /.✓ . ! ~� .s\/ A .. STORIE 0212'r 4 12'PFJ GRAVEL - - 590IYAN)NOUG11 RID _ TANKNK RII L NDOTE M SHEET FI.O FOR SITE 11YANNES,MA 02601 SEE EARNST.4ELE COUNTY SPECIFIC BURIAL DEPTH(IF REQUIRED)AND '. _ 20,000 GALLON TANK SECTION LAYOUT. • - B SCALE:i/4•=GALLON a - BIEA➢. TABLE .. - ? N G i ff SHORING IS REQUIRED.ENGINEERED DRAWINGS o o2tVONCZYX A 8 C D Y 2 A B C D - WILL BE PROVIDED BY THE DEVELOPER'S SITE CNiL - CONTRACTOR AND KEPT ON SITE DURING Na:s9152 ' T TYPE 1 - 0'-0' 3'-3• 6'-9' D.'-6 1(, 1 4'-0' 5'-0" 4'L' _ O••O•. CONSTRUCTION. 9ForslEaE BERMING'AROUID SEWING AROUND TYPE 2 r. 4'-0' 8'-0• 14'-6' I 1' sg EXCAVATIONS DURING _ EXCAVATION DURING BERMING AROUND SEWING AROUND TYP. 2 CONSTRUCTION TYP. •EXCAVATION DURING EXCAVATION DURING \ (TYPICAL) CONSTRUCTIONTYP. CONSTRUCTION TYP. \ . \ // cP 24 15 i .s iF. Via:) / / 2'-0' .n. `•v - '£f� L£ )= fin+P 1 2-0' Y // .�A11.1h.:. AS NOTED z \ DRAWN BM AI OVIED s1i: . 2''0• 2,-0• w: 5 _ / !\ \ IR1m.lE.FlAtSffi': F0.O.Dtia F 5: FS.o p Y• ! �. DIRA6 ENr.u'Q'Q'Il'II.IE 00 \ ! LEGEND \.! \n / i. •\ fi y 1 � PART NUMBER-SEE'SHEET FS3:0 DSIRGIR® ® 1 / MAXIMUM SLOPE LR• ' f:, r:fi # c KEY NOTE-SEE SHEET FS2.0 �r «j •-j.'C::�:;•_{,• a �( - �������`� �.. ABOVE:BOTTM OF 53• 1'�.h ✓ �' x Y.� <:i• <.3:F Y - ®IETAIDL.� EXCAVATION e l.\ ^ 12'PEA GRAVEL - =DETAIL IDENTIFIER OLESAIECLUS 4. X# A B C 0 _ C B A ® =PAVEMENT - DRAWMG FlQ7Ivb flEIR. CONCRETE ^SECTION AT =UNDISTURBED SOIL TANK SLAB ALTERNATIVE EXCAVATION-END VIEW T�'pryl,J(I� SCALE:1/4'a I•-0• 11-1.fo� i _-........ _ CLmm ISO 150 291` 291 . Z91 MANIFOLD LINE DISCHARGE 3p�SAIE GLOB 284 83 fan 64 284 94 94 ISSUANCES 1 61 ® 0 94 60 NO. mm DE4CR>iRgN S3 #o - I 09/06/12 OWNER REVISIONS 53 2 :06/20/0 ADDITIONAL O Sl®MERSIBLE POMP 87 :� 287 ® ®O ;.3 121I7113 PUD 87 SIPHON LINE 0Z/24/14 EQUIPMENT NUM9ERS SIPHON LINE S O9/21/14 EWIPMENT NUMBERS MANIFOLD - 6 W0015 BALL VALVE POSTION DISCHARGE; - . + 7 09/28/L5 WON UPDATE C - C . F6.0 F6.0 104 F6.0 135 w' ou ul we 125 Im1ESIIGf3COFISQI1LIIAly7f i - PRODUCT:LINE TO a .. . MANIFOLD LINE FROM STP#2 DISPENSERS PRODUCT LINE- � // VENT LII� V1J L 78 78 WilmaEmo SIPHON LINE o SIPHON LINEPROJECT .. NOTE:ONLY INSTALL o - - SIPHON AT SITES WITH ^ .. 'MORE THAN ONE 'REDULM TANK - —a TAM( o0 00 -t USIT&YOVEMI c TANK —— — Q TANK ll[T111selle[f1.11 D®� !!t n, ` �CATiII®Fi f VENT LINE VENT LINE - UCT LINE TO IW J - STP MANIFOLD . DISPENSERS - LINE TO STP#I RODUCT_LME g° AL _ 62 296 02WONCZYK CIVIL 64 584. B N.49152 � 9�Q/STEf'0 301 511�' � •ST1N 584 84 302 62 301 8 8 312 311 07/01/11 3W 54 521 321 301 :SCAM: AS AS NOTED 302 ' DD�W�L�Il': 30 302 - 54 i54 A111"llnll$®4'1C'®BY: .IENAME: F5.0. e 415 3R' w��wm®eec�ama�OraBT� i W}fe�PJRtll4If��W11eT� Imsmu.ROaArmQlc 135.' 135 355 . 3$ 3 3 441 F - 9 155 I09 2 TA1�1N�T�KrD�/Q�RUR lPq DY1L'D l'1111 Z P LW Lis 414 415 REGULAR TANK SUMP#I / D, REGULAR TANK.SUMP*2 ,PREMIUM TANK.SUMP 'SCALE:I-=I•-0' C SCALE:.1'='I'-0' j'�950® �+]elf dWf1S NNVl 13S310 dMS MHVdL ISS 9f 96 601 Sn ' €: 11-7 aMONSY GIMULO �trur�m�avm ' - �anrv�r®m+osuumaor�emna.m - >m��/�.mntialaaveorauvaaemw �A��A®Stf�oII4� n .E IIS 9 INr..w zstes•ow' e � zfs - , w Iwo g ' )IAZ��OMZO o Nwar _ s 3NIl 1]f100 %s -77 0 I NELMS Lon ® o 0 0 r• _ 3NIl1N3A .. - 921 0'9j M71 - ryf r L9 9B0lWJN�Idif103 M/IZ180 f. � {�{f SlHBNW L13Na0103 -WIZO Z Sala 1n36�3s3w.z n/ual 1 fs o ?� wnuAff)saa "8LW Cr snio lVS310HM !s sez 16Z Mum. . j _........_.......- ............................. ...... .... .............. ...........................................-- ...... _.... -_. _...... ........—.._. _............ . . ......... .... ........,.. ........ ........ .. :{ _._...... .._ . _._..._,_ .._..... . ._.._. .. . - ..... ....... . - _........._ ......... ... _ _ CLIDEty'T - LEGEND O =PART NUMBER-SEE SHEET FS3.0 145 337 El KEY NOTE'.-SEE SHEET F52,0 49 x DETAIL CALLOUF . O m xn 145 n 202 WHOLESALE CLUB ISSUANCES 90. DATE DBA(R0'RRON 1 Z 83 39 `1 19 I _ SCRAP PIECE OF 26 PRODUCT PIPING CUT AS SHOWN 27 , TANK 524 sze IDgBffGliCQDIySU1L'TAfJ7 vll 28 514 'S10 30 � 1 ❑i —� - v AVdON `AF4fJ®&am tee. Ei L51 24 9'd M.IEAtDIRI)k IBSDk..NG _ 51L 28 www.jg6pvesamo 9*I..• _4°MONITORING WELL DETAIL - �1SUMP SENSOR ASSEMBLY OVERFILL CONTAINER DETAIL �1GROUNDING ROD DETAIL, ��INTERSTITIAL TANK.PROBE(BRINE)'` 1: SCALE:NOT 70 SCALE SCALE NOT TO SCALE DI SCALE:6'=I'-0' SCALE:1-1/2'=I'-0' SCALE:NOT TO SCALE • US'T' SIYS'➢'IEF.4II 471 569 74 472 ' 8' L'-8' 8• n � � L�CF�7CII®hM . PAINT GI14 532 _ ,.,............... 16 26 34 METAL GREY 574 4BSB WHOLESALE CLUB 52 STORE#321G - 590 RD IYANNOUG e 453' ® HIYANNI$.IVIA I026D1 BARNS'TABLE COUNTY - I'1.• F6.0 O ORAL L - - 3'40 9/16• 2'-1 7/16' t 39 M VENT RISER PLAN VIEW Fz.o --_ — 4 o Ozw 3C2VK SCALE:3/4•=1'-0• �IYI- (TYPICAL) No a9 52 i 204 e`a�al£Pp� IONA sez EP 2 4,2015 ?1 .. _ — ItnA'll7Ec 09/22/IS ^ FINISHED GRADE 1 SCALM: AS N011:0 I� IIDRAWN BY. !M 317 E > CHECQMD BY: �. I/2 PIPE OPENING _ 53 I BY: ,4 6 1 )II•u IAA .�: F6.0— ' • / /I tiu✓Q 09AWWGBnBi PaORc]lmlrtaffif66 uq sor7m.sAawx�A'�mic ..4'U BOLT 1 317 IEmL SYSTEM 3X, R PYC.CLIP WITH(T) 294 411.414 - 351 96 315 318 316 A(CCESSORM 3%8'HOLE.DRILLED y. IM'THE BOTTOM I 316 N8 i! TYPICAL FLEX ISOLATION WRAP er,o• scALE:1/c =1'-0 (rwlcAU IIDRAWWG fyIlIMIEIa ———————— NOTE: i (—,"',TANK GAUGE ASSEMBLY U DIPSTICK HOLDER VENT RISER OVERFILL ALARM MUST BE DIRECTLYTTyiro� SCALE::NOT TO SCALE SCALE:3/4'-1'-0' K SCALE:3/L'=i'-0' FACING TANKS. ............. .... ...... _.................... _.. Cu.» 807 607 . 56 sp - 850 - 856 . 816 - 816 t 818 _ a 1; 814 I.Y 814 83 83 4 1 � � 84 _ I 94 7 831 B®ia=� c 58 - , '858 ' u �e!`a♦ a3i WHULESRLECLUS . eos � ISSUANCES 6REMOTE FILL e /yp�\ e a NU. DATBDR@I O .. - 1 q 1 O ® O I. 12/IZ/13 DIESEti W/ Ffi.O 3 6 \`p4/ a REMOTE SILL CAP z osrza/m £ - F6.0 w/30/14 SLOPE TO PPD - I c ♦ c ♦ s F6.0 \\ Z0 F6.0 ♦ .. ®'I 4 10/2//14 DETAIL UPDATE 20. 1i ®®' ♦mow _�® ® •. - _ e :.5 04/WI5.DETAIL UPDATE IT 'b - OS/07/5 IiDATED DETAIL A B�B -- OUTLINE OF SUMP . OUTLINED ABOVE ' BULKHEAD ABOVEBULKHEAD ABOVE ,. I • - .. NOTE:. n. ROTATE SUMP AS NEEDED TO ENSURE . SUMP DETAIL "NOTE` SUMP DETAIL _ •` ROTATE SUMP AS NEEDED TO ENSURE °: SCALE I• a D SCALE:I. 90°PIPING PENETRATIONS :.. . 90•PIPING PENETRATIONS , • °. - .. Im)�'1IM C®F3SQ)IL'Il'A1�7f' .._ :; .: .A -. -_ •. y .. -' 812 - - _ V :. _ - .. a ,.. .. ... (2)#5 REINFORCING BAPS y ?: •` •, s .. IN 2'MAX.4)FROM TOP 92 FL®PNBN- ®k® OF.CONCRETE ----- }=={I"---- -----1T--7F—=== —___-IT--T ———— _--_�� —Tr---- ----1T"- ��• -rr---- ----ter -Tr----- ----ter--ter -1r--Tr---- _ li' 11 II' U37 SYSTEM ' .._•. " :. v r .,. -,-. -' ®. .. - ,�.. I1. II li w. -il II'w:11 if - - u n u n IlDIP3A�G 11 11 n I r" n n - .. � -I1 II II iI. I1 'II Il II -II_ II .. q ———— ————JL--IL— —Jl_-1� --- ---y1--1L---- ----1L 1L---- ====11 r ..l[.®CA'ICII®R] } - tr---- ----1t--tr---- -----II--� ---- ---- i--it---- ---- i- II---- t , • - SUMP..DETAIL E SUMP DETAIL - * A, SCALE:I• SCALE:I•=1'-0• , ,,> F '• ._: .. - _ r Ers®HoLESALE CLUB MARKER' ..- .:TANK ID MARKER' TANK ID MARKER• TANK ID MARKER• 271 - ST©RB#32IG G - - SS'IB]Il,'fsNNCU1'uH[RD F6.1 a ')<�AU�(NI$,MA®NOI BARNSTABLE COUNTY • _ ' •.'PART NUMBERS 265.266.267.269 - - - REMOTE FILL DETAIL x '. SEE FLO TO DETERMINE TANK TO . _ E SCALE:I•=I'-0• REMOTE FILL CONNECTIONS '§��, C491. 4BiCi2 -BIG - 818 017 1 s - CONCRETE CURB .- a q .. MID GUTTER 8 CONCRETE CURB : MID GUTTER 8 a aJ m RADE n GRADE _ nnc_cc cnn n_ to , ' _ �CAILIEe AS NOTED im>�mvsi r>��r, . - S5 DOWEL AT CS DOWEL AT 4B'O.C.- Is - 801 801 All%PI�®��ID BY. •. FILE MANE, F6.I.ow4' mm JDIRAWMG TFff%E a52 62 IaFiIIOT E M LIL I DIETAMS 3 . . NOTE: SEE FLO TO DETERMINE FILL NOTE: SEE'FLO TO DETERMINE VAPOR . BUCKET LOCATIONS BUCKET LOCATIONS,* ° DDIRAVHNG NUMBER _ REMOTE FILL DETAIL-FILL - TE FILL REMO DETAIL VAPOR - F scA[e:r=r-0. .. r•• G �scA�E:t•=r-0• / ' INTRODUCTION: 8•MINIMUM BURIAL DEPTH FOR TESTING PROCEDURES: 6*MINIMUM BURIAL UPP PIPING AND RIGID - DEPTH REINFORCED CONCRETE OR BJ'S'WHOLESALE CLUB,'NC'SITES EMPLOY UPP SYSTEM.SOLUTIONS PIPING,MANUFACTURED BY ERABLLIN FOR RIGID METALLIC- NONMETALLIC CONDUIT ASPHALT PAVEMENT I. SECONDARY CONTAINMENT'PIPING: FUELING SYSTEMS,3760 MARSH ROAD.MADISON,WE 53718 P.(608)838-8786,PIPING IS UL-97FAN6 ULC'APPROVED CONDUIT 30'MAXIMUM -FOR APPLICATION AS UNDERGROUND PIPING IN THE SERVICE OF PETROLEUM FUELS AND VENT AND VAPOR PIPING. SO DETECTABLE TAPE DEPTH FOR 0. TIGHTEN THE TEST CUFF ONTO THE OUTSIDE OF THE PRIMARY SECONDARY UPP DEPTH ` PART NUMBERSAND NOTES ARE FOUND ON:SHEET FS3,0. -' - THE STEMS FROM THE SCHRADER FITTINGS.ASSEMBLE THE JUMPER.HOSES TO CONNECT THE SCHRADER I. MATERIALS: - n - FITTINGS. ASSEMBLE TEST RIG FOR GAUGING IN THE TANK SUMP. ' B. 'INTRODUCE AIR TO THE SYSTEM AND PRESSURIZE THE SECONDARY CONTAINMENT PIPING TO A GAUGE' I: UPP SYSTEM SOLUTION PIPING IS PROVIDED.TO THE INSTALLER BY THE OWI�R. SUFFICIENT PIPING:AND - - PRESSURE OF"7 PSI.. ALLOW TO STAND FOR SIXTY MINUTES'IF PRESSURE LOSS IS LESS THAN 0.5 :n ? FITTINGS PROVIDED TO COMPLETE ANY TYPICAL INSTALLATION. UNUSED MATERIALS SHALL BE r. PSI DURING THIS TIME,THE CONTAINMENT'CAN BE:CONSIDERED'TIGHT. THE TEST APPARATUS AND :r'.':.. - INVENTORIED AND RETURNED TO THE DELIVERY TRAILER fOR CREDIT 70 BJ'S'WHOLESALE CLIB.,INC. PRESSURE SHALL:BE.LEFT ACTIVE FOR THE DURATION OF CONSTRUCTION. 2. THERE ARE.TWO TYPES OF PIPING THAT WILL BE EMPLOYED AT THE FACILITY: - !' C. AFTER CONSTRUCTION IS:COMPI.ETE.BLEED THE TEST AIR PRESSURE FROM THE SECONDARY CCpLE:CLUB + CONTAINMENT. LOOSEN THE TEST CLIFF AT THE TAM(SUMP TO ALLOW'DRAINAGE'FROM THE'SECOND 1NHULES A COAXIAL,SECONDARILY CONTAINED;DIRECT BURIAL FLEXIBLE'PIPING'Lipp LL971'WITH A 5"W)I.D.- CONTAINMENT. REMOVE THE TESTING RIG. LEAVE THE ilUMPER'HOSES ASSEMBLED IN THE DISPENSER' " - . PRIMARY AND A 63MM.(2.5")O.D.SECONDARY. THIS PIPING IS TYPICALLY DELIVERED IN ROUND ROLLS: ' SUMPS. - - • B. SINGLE THICKNESS VPP UL971-PIPING(SIMILAR TO THE PRIMARY PIPING ABOVE),SHIPPED AS STRAIGHT - 2. PRIMARY PRODUCT PIPING: -. - ISSUANCES M1. . a - LENGTHS OF PIPING FOR USE IN VENTING AND IF SPECIFIED BY THE OWNER,VAPOR RECOVERY PIPING. A CONVENIENT SHEAR VALVENO. ppTg DB.9CR�IIDN f 14 AFTER PRODUCT PIPING IS ENTIRELY COMPLETE,ASSEMBLE GAUGING RIG AT A • 3.A INSTALLATION REQUIREMENTS ARE SIMILAR FOR BOTH THE COAXIAL.AND THE SINGLE THICKNESS PIPING. •'- �� THE PIPING STIED. N DOWN.TH HECK TEST PORT. CLOSE Al SHEAR VALVES W' BEING'TESTED. NIGHTIE E'C „ - VALVE IN THE SUBMERSIBLE PUMP. ♦ 1 OV29/14 STANOJ UPDATE 4. FITTINGS FOR ELBOWS,TEES,NPT ADAPTORS AND BULKHEAD PENETRATION WITH LIPP ARE PRO PRE ETARY,.AND > NO-SUBSTITUTIONSARE•PERMITTED. - _ P2 '14 B. INTRODUCE:AIR TO THE SYSTEM AND PRESSURIZETHE PRODUCT PIPING-TO A GAUGE PRESSURE OF 60 PSI - �' _ ALLOW To STAND FOR SIXTY MINUTES. IF PRESSURE LOSS IS.LESS THAN 0.5 PSI.DURING THIS TIME,THE .+ - 7 5., TOOLS FOR HANDLING MID INSTALLATION.ARE PROPRIETARY FOR LIPP PIPING AND SHALL.BE MAINTAINED IN _ PRODUCT-PIPING CAN BE.CONSIDERED TIGHT. LEAVE THE TEST AIR ON THE.SYSTEM=IANTIL BACKFILL AN - - + • "GOOD WORKING ORDER BY THE INSTALLER. - MAINTAIN CLEAR DISTANCE" > PAVING OPERATIONS ARE COMPLETE. CHECK FOR.PRESSURE MAINTAINED THROUGHOUT CONSTRUCTION, -�' OF ONE DIAMETER BETWEN TO AVOID 6. DISPENSER SIAPS ARE POLYETHYLENE.,TANK SUMPS.ARE FIBERGLASS. - DEVICES/ AND OTHER b:.. QP 6• STRUCTURESACONOUITS E C BLEED OFFBTTHHEIG AIR AFTER THE PAV ING IS COMPLETE. OPEN SHEAR VALVES AND OPERATE SUBMERSIBLE HANDLING: PUMPS TO FILL PRODUCT PIPING AFTER.DLSPENSER WIRING CHECK-OUT IS SATISFACTORY;PURGING AIR • - -p - - t FROM THE LINES AND DISPENSERS. 1.. HANDLE UPP PIPING AND FITTINGS WITH CARE,AS WITH ANY PETROLEUM PIPING. DO NOT ACCEPT PIPING FOR - D. TESTING PIPING AS PA 3 'USE WHEN-SURFACE DAMAGE,CUTS.GOUGES.EXCEEDS ONE TENTH(10%)OF THE MA.TERIAL'THWiNESS.- - ` 2. USENO METALLIC SLINGS TO LIFT UPP PIPING. - .0 ON - .. ON -.T PRECISION TE G CLOSE SHEAR VALVES AND CONDUCT P PER NF 0 SECT), - PIPING TRENCH ' , {3, VENT PIPING: r « • 4.. PIPE.SHIPPED IN STRAIGHT SECTIONS FOR VAPOR RECOVERY USE IS'NOT INTENDED TO BE BENT OR CURVED. , - '3:. UPP PIPING,WHILE FLEXIBLE,MAY CONTAIN'.MORE STORED ENERGY THAN COMPARABLE PRODUCTS SHIPPED - A;DISCONNECT THE VENT PIPING FROM THE TAM(OR EXTRACT THE FLOAT:VALVE AND REPLACE IT WITH A ROLLS,'USE ADDITIONAL PERSONNEL AND SLIP KNOT ROPE AROUND BUNDLE WITHIN ELEASING'':PACKING BANDS. VENT AND VAPOR RECOVERY PIPING SHALL'BE RIGID DESIGN TO AVOID POCKETS,SAGS,OR TRAPS IN THE LINE PLUG FOR TESTING.'REMOVE FILL ADAPTOR AND DROP TUBE FROM THE FILL PIPE. THREAD.A.4'X Z, N WHERE LIQUID COULD COLLECT.AND TO PREVENT AIR FLOW RESTRICTIOPLS. REDUCER ONTO THE FILL PIPE AND THREAD A 10'LENGTH OF 2'PIPE ONTO THE REDUCER AS A - + q .: A USE ONLY UPP CUTTERS AND SHAVERS FOR PIPE PREPARATION. R -' :.' °• ' - DURING TESTING, PLACE.NECESSARY CONES AND BARRICADES AROUND THE .- " PIPE PREPARATION AND JOINT MAKING: _ - TEMPORARY VENT - -TEMPORARY PENT: S.. THE ELECTROFUSION WELDER t5i NOT EXPLOSION PROOF. DO NOT POSITION)TIME.UNIT IN ANY,CLASSIFIED . •. .� + - - HAZARDOUS AREAS OR WHERE AN EXPLOSIVE ATMOSPHERE MAY EXIST. I: MEASURE SUMP-TO-SUMP CENTERLINE DISTANCE.ACCOUNTING FOR NECESSARY DETOUi5.AROUND. p - B: CAP THE PERMANENT VENT RISERS AT THE�TOP.IF STAGE'If PIPING IS INSTALLED,DISCONNECT FROM . INTERVENING OBJECTS.AND OTHER PIPES . • '.. .0 -!' - *• , P - DEMIGN CONSULTANT 6.-UPP.SYSTEM.SOLUTION PIPING USES TEC 44OLOGY WHICH MAY BE UNFAMILIAR TO THE INSTALLER. DO NOT § n -- _ r � THE DISPENSER AJD PLUG THE.I'SHEAR VALVE. ..•.. ,- {>«„•: ATTEMPT INSTALLATION PRIOR TO TRAINING BY AUOMIZED PETROTECHNIK PERSONNEL." 2: -USING THE PIPECUTTING TOOL P.CIR,MAKE A BIkM-FREE. SQUARE CUT ON THE PIPE. " ' .. _ , C.-INTRODUCE AIR TO THE SYSTEM PRESSURIZE THE VENT PIPING TO AGAUGE PRESSURE OF 10 ALLOW TO STAND FOR SIXTY MINUTES. IF PRESSURE LOSS IS LESS THAN 0.5 PSI DURING THIS TIME;THE - « r BACKFILL MATERIAL: PRODUCT PIPING CAN BE CONSIDERED TIGHT.-" - P.ClR CUT.I..WELL ROUNDED PEA GRAVEL WITH NOT MORE THAN 5%PASSING A 2,4MM SCREEN AND HAVING A MAXIMUM D. REMOVE TEST PLUG IMMEDIATELY AFTER TESTING. PARTICLE SIZE OF NOT MORE THAN 20MM SHALL BE USED. : - _ - - - _ ' - 4. CONTAINMENT SUM - ��PS: 2: THE BACKFILL MATERIAL SHALL BE PLACED CAREFULLY AROUND THE PIPES AND THE MATERIAL MUST NOT BE 9 - -"DROPPED FROM:HEIGHT:DIRECTLY ONTO PIPEWORK.BACKFILL MATERIALS SHALL BE SPREAD INTO POSITION - - - A. IF GROUND WATER R ABOVE THE LEVEL OF ANY SUMP PBNETRATION5 THE SUMPS.MVST BE DETERMINED A6'®mow e'n �O ®c19D➢E ` ••:., '. _ AND COMPACTED AROUND THE PIPES BY HAND: TO BE REMAINING DRY BEFORE BEGINNING HYDROSTATIC TESTING OF;THEMFROM THE INSIDE. ( ' DISPENSER SUMP FITTING INSTALLATION[. - » ,. B, AFTER ALL:PIPING AND CONDUITS HAVE BEEN INSTALLED INTO THE SLUMPS AND BrFORE THE DISPFNSERS + ARE .INSTALIFD,AND'WITH THE SECONDARY CONTAINMENT TEST CUFFS.STILL INSTALLED,FILL ALL OF _ . -• : ' .4 - -.: GENERAL-' - - + _ .. - - THE SUMP.'SUMPS TO THE BRIM:WITH'WATER. COVER'THE TANK SP. t` G .•PIPE-CUT , UPP.BULKHEAD FITTINGS ARE ELECTRO+IMTO THE POLYETHYLE(.E.SUMP WALL O C. OBSERVE THE LEVEL OF WATER AFTER 24 HOURS. IF THE LEVEL OF WATER HAS REMAINED WITHIN ONE :jPfl(O1XJ@Q,U - ., - --- HALF INCH OF ITS INITIAL LEVEL DURING THIS.PERIOD;THE SUMPS MAY BE CONS INSTALLATION: IDERED TIGHT. .. _ .. _ t . s O. COMPLETELY REMOVE THE:TESTING WATER AND ALL DEBRIS FROM THE SUMPS. - - - - :; - - - ',. •L LAYOUT THE BULKHEAD FITTING LOCATIONS ACCORDING TO THE:APPLICABLE PIPING DIAGRAM FOR THE SITE 3. IF USING AXIAL PIPE,USE TOOL P.CUT.TO PREPARE CONTAINMENT SL 3 �] �'EEVE. CUT BACK 'FROM. - ',. }�g" I1YII - IN ORDER THAT THE REQUIRED SCOPE BACK TO THE TANK CAN BE ACCOMMODATED. IT IS RECOMMENDED CO THE END CO THE PRIMARY PIPE: 'THAT CALCULATIONS BE MADE AFTER THE TANKS HAVE BEEN SET AND THE DISPENSER SUMPS HAVE BEEN SET TO HEIGHT. THERE IS N0 NEED TO ACCOUNT FOR SLOPE WITHIN THE SUMPS.THEMSELVES. - 4. DE-GLAZE SECONDARY PIPE SKIN USING TOOLSCR-025-If0(1)IN PREPARATION FOR WELDING. - -,. - - • - 2. MAR(A CENTERLINE ON THE SUMP FACE SUCH THAT FITTING FLANGES WILL NOT INTERFERE.POSITION TEE BULKHEAD FITTING SO THAT ITS EDGE WILL BE AT LEAST ONE INCH FROM ANY SUMP EDGE..NOW MARK - c - VERTICAL CENTERLINE INTERSECTION. .. - -025 110 SCR - .L 3. USING APPROPRIATE DIAMETER HOLE,SAW CUR THE HOLE FOR THE BULKHEAD FITTING.USING.A SHARP KNIFE. .•,.,_ i a TRIM ANY SUPERS FROM THE RESULTING WORK PIECE: 4.. USING TOOL SKA DE-GLAZE SUMP IN CONTACT AREA OF FITTING PIPE. WIFE DE-GLAZED AREA USING CLOTH MOISTENED WITH ACETONE. S. ROUGHEN CONTACT AREA OF SUJHEA)FITTING USING EMERY CLOTH.NOT STEEL WOOL OR SAND PAPER: .. - - « > k'EX.WHOLESALE CLUB - - - - WIPE PREPARED AREA WITH ACETONE CLOTH. „ STORE N3210 - _ >. INSTALL - . • .ro ' 6. POSITION BULKHEAD FITTING AND CLAMP TO SUMP WALL USING TOOL 303. PIPE.:SCRAPER- .. �54O 1YANNOU2114 RED -, LE CO { 1'J9tAR�%$S,AAA®'1fiO1 . �ARNSTAIB UP�17f7 DISPENSER - AS AN ALTERNATE,A.RAZOR.EDGED SCRAPER SCR.SKA CAN BE USED TO LONGITUDINALLY ROUGHEN .700E 303 •' , THE SKIN OF THE.PRIMARY PIPE.HOWEVER,CARE MUST BE TAKEN TO LEAVE NO UJSCRAPED AREAS. .. - .. .SUMP _ SIGAII 5 WIPE THE HATING SURFACES USING AN ACETONE MO LINT FREE CLOTH .. 6. POSITION FITTINGS ON THE PIPE."INSERT PIPE THROUGH BULKHEAD PITTING. POSITION TEST FITTING,' - + VENTIVAPOR TESTING SETUP - o�' JOH`d G. 1L 7. INSERT THE PREPARED PIPE END(S)IN TO THE FITTING TO THE SPECIFIED DEPTH. CLAMP PIPES TOGETHER OZWONCZYK USING UPP TOOL CLAMPS)OR CLAMP(A)AS.APPROPRIATE. IF COUPLING OCCURS IN CURVED RUN,LAY OUT JOINT STRAIGHT,WELD.ALLOW TO COOL THEN BEND INTO POSITION:FAILURE TO PROPERLY MAINTAIN JOINT • O VENT? VAPOR PIPING TEST DETAILS rw. sz .GEOMETRY FOR AT LEAST'20 MINUTES AFTER WELDING IS.COMPLETE WILL RESULT IN AN UNSATISFACTORY _ JOINT!. . SECTION OF 8- COMPLETE THE JOINT WELDING AS SPECIFIED BY UPP. USING CHINA.MARKER,NOTE TIME OF COMPLETION ENTRY BOOT WELD DISPENSER SUMP ,. u. NEXT TO-WELD. DO NOT REMOVE CLAMPS BEFORE TWENTY(20)MINUTES HAVE PASSES BEYOND THIS TIME.• 9. RECORD BATCH NUMBERS FROM PIPING MARKINGS INTO UPP INSTALLATION CHECKLIST. I.: 7.. WELD FITTING TO SUMP:USING ELECTROFUSION WELDER PER MANUFACTURERS INSTRUCTIONSi MARK TIME OF - > ..SEP 24 7R14 ` -. WELD COMPLETION ON SUMP ABOVE WIELDING LEADS DO NOT REMOVE CLAMP UNTIL AFTER TWINTYMINUTES- .. HAVE PASSED. DATE:. OIA!/II INSTALLATION-GENERAL - - SCAILIE:. AS NOTED 1. ALA.JOINTS ARE TO BE CONTAINED INSIDE DISPENSER SUMPS. ������: te.LM . - - - 2. ALL UPP JOINTS ARE TO BE ELECTROFUSION WELDED.USING UPP METHODS MID EOUIPMENT. - I - 3. BEDDING.AND BACKFBL WILL BE AS A.MINIMUM,ACCORDING TO THE DIAGRAM BELOW. _ 1F�.1FP.1`�A1Yl�u: Fl.0.nwG - O ANGLE WELD - IIDIl3AQ�VQu:'Il7Iil'I:IL . �]nI�II[TQ'v' IINSTAILLA'Il' N LEGEND DDRA65' G NUMBER PART NUMBER-SEE SHEET FS3.0 d' • - - - =KEY NOTE-SEE SHEET FS2.0 IF700 6'-413-• 4• L• 4•-,3• FUEL PAD 3� � 'L LINE OF CANOPY C C C C F8.0'. 1 _—F8.0 FB.O F0.0 WFIOLFSAL.ECLUB 1; -�— ® ® ® 0 - I III F F F F ISSUANCES ENSUREDOOR F8.0 F8.0 F8.0 © F8.0 I NO. DAYS DHSCA ON CLEARANCE I I I 11 09/22/15 SITE RAPT D �1 F8.0 I O FB.O FB.O F8.0 FB.O - -' I ❑ 0 0 F8.0" F8.0 F8.0 f0.0 ]IDIE�II�FI�®FIBIIN.'Il'AFPL' • CANOPY LAYDUT fD� '0' SCALE: I•=10'-0' K KIOSK BOLLARD LAYOUT • � �^ SCALE: 3/8•=I' + CABINET NOTES - ' £8.0 0.110 THICK HIGH IMPACT CRYSTAL POLYSTYRENE - - EXTINGUISHER CABINET FOR A 10 LB EXTINGUISHER.SURFACE � �r 6• MOUNTED TO COLUMNS,C/W CYLINDER LOCK ACRYLIC PLASKOLITE AND DECALS WHITE IN COLOR. - OLLARD SIGN STEEL COLUMN - - .040'ALUMINUM CABINET TO BE SUPPLIED BY GENERAL CONTRACTOR. - ��_ _ WHITE TRIM O 1 � C RED BACKROUND {���{{�,i�i��a�•y�y.n����.� e FIRE EXTINGUISHER CABINET 1 �� � SE Wl\'L//L'e1N�lIf1NUJ/1U1Vtu/ HO mom`- TO BE WHITE - ®I��DI��e i�AI�I� •I.$ - 0.0(.0•ALUMINUM C/W RED REFLECTIVE o) [�, 11 1I r-)� 'I!I WHITE LETTERS _ - OACKROUND� I O RE AA C1��U u"�TI:::II � DOUBLE SIDED TAPE TI a ^n --�� 20LB ABC DRY CHEMICAL HEAVY DUTY FIRE 0,',S [EHIJ11 .(('VEES EXTINGUISHER LA-MIN[.O B.C.HIGH FLOW WHITE TEXT EMERGENCY , �y O Yh11TE BACKROUND III v LJ. LLLLSSSS IIVII IIITTT llllS55���J! u TEEI COLUMN - 1/�,' ���� CDF Y00 U D LETTERS IL.Q.T�WII'II�I� m RED BACKROUND �. 0 •I-(OFF Y/ I�I��-1nI /� •- - W ICLI HOSE DOES NOT - ,y , r/ 1 REACH PAST PILE RED BACKROUND •- / s #990630 REV3/00 2`�V��/FICH - ]�,]JeB�9y]��'IG!?,��i wIG•�I�IU]� - WHITE TEXT - - - `�'II•QAI�,E' { IIQu° CL4,01 LABEL EACH SIDE #990066 REV3/00 gm WAM©UGH RD l 4IISIF�k`IIIue`MIA 4DPfW1DIl O E. .SIGN TO BE MOUNTED ABOVE ALL - SIGN TO BE MOUNTED ON'THC-DOOR - - EMERGENCY SHUT-OFF SWITCHES - RA] .`I'P '.I.& ®UT TO THE ATTENDANTS ROOM. - - SIGN TO BE SIWPLIED BY OWNER - SIGN TO BE SUPPLIED BY OWNER F ATTACH CABINET TO COLUMN COVER AT 32' - §EAL - _ A80VE TOP OF ISLAND TO BOTTOM OF _ - tN OF,yLS • CABINET 'DHN O9 -0,W0'CM H EMPLOYEES ONLY SIGN F FIRE EXTINGUISHER CABINET AND SIGNAGE DETAILS �' EMERGENCY SHUT-OFF SIGN EXTRA LONG HOSESBOLLA.RD SIGN 8 o aeisz SCALE: NOT TO SCALE. SCALE: NOT TO SCALE D B - m SCALE: NOT TO SCALE .SCALE: NOT TO SCALE .i � ' SUPPLIED BY GENERAL CONTRACTOR,FIELD - INSTALLED.TWO OF EACH SIGN PER _ DISPENSER. - SIGN TO BE LOCATED BY BJ'S e FIELD REPRESENTATIVE. BED REFLECTIVE f — $ d TOP OF SIGN TO BE MOUNT E.4 iS- BACKROUND I/2'BELOW TOP OF BOL .. ..... rs _ �.. A os/ze/z61s D WHITE II`` /�(� . '.r. I • •HIGH WHITE LETTERS LETTERS ... - . I���j Il U\\II 0.080•ALLMINUM C/W 1/2 ETA ". AS NOTED u o\J �J�v i WHITE p�PEP.I>/md/}B®L51tY.1 - \J MOLE53'FROM TOP BACKROUND FM54PiNfNMIW IH NfBYi11M9Q �� I'FROM SIDE � ��� T/Y� RED TEXT FROM TO BOLLARD SIGN CMCKEID BY: EM®TEul�oSTA u I=ea MON: BLACK TEXT 0:00 0:00 P PROVIDED BY BXS � U ®�T' RED BACKGROUND BLACK - whew r�usr vewlFv THAT oswec8 E• o:o0 0:oo P > aAx f9.6.Awc 7i990066 REV3/00 FILLS ate cLosEo.nc�►dr w�we WED, a 0o A o:00 P ` WHITE BACKROIR•P _ WHITE DeEJVERIMG Pwt30lPCY IS TO - TIiU. 0:00 0:00 P TRIM _ FRI. o 00 0:oo D��G T= a? 01qK�I�8,V�.M��R , C/W O1/2-HOLESM .. tKumm cmuffs- SAT o:oo a o:oo P . ... ... w�LLIFJtl�7 H(W11fi� I/Z'HIGH RED LETTERS �N, 0:00 A 0:00 P - e SIGN SHALL BE-MOUNTED ONmommoRCHA :�_ SIGN POST AND SUPPORT. ry7ry�� q�1�/� O `� II` ®�� 11YlOWl 91SIWU!b 1W1TRW/ L9906Y.REV3/00 51CINAGE AND DB BM : A0!Ffd/f11NR ACTUAL HOURS OF OPERATION i�i�°'II• � TEAb6p:K}y@� YN'0e'9iW117U SHOULD BE OBTAINED FROM BJ'S , SIGN SHALL BE SIPPLIED BY PLd 1PN� 0040•ALUMINUM C/W FIELD REPRESENTATIVE. OWNER,: DOUBLE SIDED TAPE SIGN TO 8E SUPPLIED BY :D]�lwmgGii PJUW wK OWNER REMOTC FILL SIGN(WHEN APPLICABLE) �J �1DISPENSER COLUMN SELF SERVICE DECAL scnLE: NOTTo SIG / `MEMBER PRICE SIGN' WRONG WAY BOLLARD SIGN ��® SCALE: NOT TO SCALE 'SCALE: NOT TO SCALE L SCALE: NOT TOSCAIJ: _ SIGN NOTES: T T I. BJ'S CONSTRUCTION PROJECT 3€ ---•--_ ` I I MANAGER D WHEN SHALL BE TI (#3M363033 RED)' I I CONSULTED WHEN LOCATING ' VINYL STRIP DECAL GENERAL SITE SIGNAGE. a POST SHALL u ,CENTERED SIGN AS 2. THENCONTRACTOR BE SUPPLIED 8Y 'INSTALLED BY:CANOPY. 2'E' 4 OST TO BE EMBEDDED 6' 3. SIGN P FIkiNISHW B MPLICABLE N MINIMUM AND FULLY GROUTED. $ n °- GUTTER/SOFFIT MANUFACTURER 4. ALL SIGNS TO BE INSTALLED AS l 8'X 6'HANDHOIE EASTMAN WHITE ACM FASCIA AB.1 W/COVER PLATE 0 - - W/RED STRIP DECALS (#3M363033 RED) 0.080'ALId-11NUM A2 INDICATED IN THE LATEST EDITION c TYP C/W 1/2'HOLES COLUMN ( DECAL O AN ON UNIFORM (#3M363b33 R D FURNISHED '.VINYL OF THEM UAL room E CENTERED F 8.1 � •i / / LHOER B INSTALLED BY CANOPYFURNISHED 8 TRAFFIC CONTROL DEVICES. wuoPr MANUFACTURER .INSTALLED BY CANOPY. 5. SIGN POST SPECIFICATION. ALE CLUB �' WH OLFS REQUIRED A MANUFACTURERFINISHED 5.1. LENGTH-AS BJ s GA ®6 PLACES -- - .RED TE%T • GRADE 5.3. HOLES-3/8-IDIAMETER,I" - (TO BE PAINTED IN THE FIELD �1SOUTH ELEVATION 'q CENTER TO •j BY THE GENERAL CONTRACTOR). SCALE:I'=10'-0' CONCRETE FOOTING CENTER FULL t ISSUANCES COLUMNS TO HAVE GREY RUST LENGTH INHIBITIVE PRIMER SHOP APPLIED BY 5.4. STEEL-SHALL CONFORM TO NO. DwTe DEsceRmTOH i WHITE BACKGRO • (GRADE 60)OR. 'r 09/22/15 SITE ADAPT CANOPY MANUFACTURER(TYPICAL). - I ASTM A-499 ( ... .. .. ASTM A-576 t t2'-t0" p 4 (GRADE 1070-. 1080) - ? ( I 5.5. FINISH-GALVANIZED STEEL 3'(#3M363033 RED) #994770 REV3/00 I I n '� .... _ VINYL STRIP DECAL CENTERED • - FURNISHED& n • INSTALLED BY CANOPY SIGN SHALL BE MOUNTED ON - r EA MAN WHITE ACM FASGIa - MANUFACTURER 'SIGN POST AND SUPPORT. p W/RED STRIP DECALS ELEVATION �•+ ` (#iM36i0-33 RED)FURNISHED Kq 5'(#3M3630-33 RED). QI - $INSTALLED BY CANOPY wRmr VINYL DECAL _ •1 MANUFACTURER FURNISHED& INSTALLED BY CANOPY SIGN SHALL BE SUPPLIED BY - MANUFACTURER -OWNER. - SECTION VIEW _ �' • T.S.12' PLACES (TO BE PAINTED IN THE FIELD EXIT HERE SIGN •i eY THE GENERAL CONTRACTOR). TYPICAL SIGN POST AND SUPPORT H NORTH ELEVATION cOLlx-INs'ro HAVE GREY Rusr D SCALE: NOT TO SCALE A SCALE: NOT TO SCALE - SCAIE: INHIBITIVE PRIMER SHOP APPLIED BY CANOPY MANUFACTURER(T`/PICAU. EASTMAN WHITE ACM FASCIA Go W/RED STRIP DECALS 'VF (#SM36503i RED) EASTMAN WHITE Al.FASCIA - �J_J • FURNISHED&INSTALLED BY •I W/RED STRIP DECALS Au 'I[A.(flCm��; tI CANOPY MANUFACTURER 3'(#3M3630-33 RED)VINYL (#3M36S0-33 RED)FURNISHED - 42 R0®0:10.8 T^.b STRIP DECAL CENTERED B INSTALLED BY CANOPY 2'-6' + 2 h A9QPo aAI&OP111044m FURNISHED&INSTALLED BY MANUFACTURER - fim:(l4Y)fl) A CANOPY MANUFACTURER - D.O80'ALUMINUM 0.080'ALUMINUM w :NU@ 4J83- .e 3'(#3M3630-33 RED)VINYL C/W 1/2'HOLES STRIP DECAL CENTERED O C/W I/Z'HOLES 5'(#3M3630-33 RED)VINYL FURNISHED a INSTALLED BY CENTERED CENTERED DECAL FURNISHED&INSTALLED - CANOPY MANUFACTURER • i' R . BY CANOPY MANUFACTURER % - - s' r1tlAS - EXAFIT •� 5'(#3M3630-33 RED)VINYL ,. .- •�. /�� DECAL FURNISHED&INSTALLED RED TEXT - - BY CANOPY MANUFACTURER :q .RED TEXT m KI09C T.S.12'X 12'X 1/2'TYP.@ 6 PLACESID �4DrN® � w - K1o5K T.S 12'X 12'X I/Z'TVP: 6 PLACES -HE (TO BE PAINTED IN THE FIELD BY THERE- WHITE BACKGROUND VORA� ,�A RK 3 t - (TO BE PAINTED IN THE FIELD BY THE •j GENERAL CONTRACTOR) - - WHITE BACKGROUND t:U r •j GENERAL CONTRACTOR). GREY RUST INHIBITIVE PRIMER SHOP '- THANK YOGI �� ''�"��©� _ COLIMNS TO HAVE U APPLIED BY CANOPY MANUFACTURER _ -£ i WEST ELEVATION GREY RUST INHIBITIVE PRIMER SHOP - X EAST ELEVATION (TYPICAL). _ O COME AGAIN APPLIED BY CANOPY MANUFACTURER SCALE:I'=10'-0' (TYPICAL). #9926L6 REVS/00 #992896 REV3/00 -- • _ REFER TO SIGN - $ SIGN POST AND BE MOUNTED OUNTUPPO 7D.ON - -. CONSULT AM'DRAWING SIGN SHALL BE MOUNTED ON - r 1 DETAILS SIGN POST AND SUPPORT. ar0(FY�II®Q IE++AlJE u�I UB 01WNERMALL BE SUPPLIED BY _ SIGN SHALL BE SUPPLIED BY ',Q�I A• t+Yu�))UQ•nIF�"� OWNER. ® � � �s 4 • a EAI�ffi'Il'AL�;1,IE�mIIJR1'Il'� ml r c T TD SC CALE. NOT TO SCALE M OF - EXIT'HERE SIGN EXIT HERE SIGN SEAL E. SCALE NO ALE. B S `•' �' S.00'� .Tz �1OHN G. A:NCZYK "�' » .:..,' "�• -JL.., � ...�.��,.�ns ,•s:as'` wph..•_�v-• - :?.�.<- D�,.IV:L Na aBte2 \FRONT SIGN DETAIL y I# DIESEL PRICE SIGN GAS PRIC ACK : _. • G� �ULI l3 Vli L\�\./U LEL�TITTERS: I I� •BLACK VINYL IRS: A Jc � 05/28/20I5 LIt ��II ` ....._I t.) 'MEMBER PRICE. 'MEMBER PRICE'. 'REGULAR'.AND . 'DIESEL' scpuz: AS NOTED ��I���+�//���[��C'II 'RREMIUM•. -, 12'BLACK 21P UUL 9._.n(\ •12'BLACK ZIP CHANGE' fp)i'I3A�RT- TM/(/ • CHANGE'PRICE PRICE NUMERALS WITH NUMERALS WITH I; CHANGING POLE. �I;�EICI�.IEiY-1Y: c D ,,a1r IlI CHANGING POLE, �' ACCESSORIES AND �• �I�lY: (�,}`�[ • � L7 ACCESSORIES AND I:I U I STORAGE BOX. 9 . lJ I.� STORAGE BOX. l J FME MAMIE: F8.0—. ld[>mC3l eCTm ml{ �Nltvl88 12'BLACK (J U U CHANGE'NUMERALS '''`n,'1' GREEN MEW W IDIRARYDIY(G1CIPIITA I \/ BACKGROUND �"`"-'"""�"""" WITH \ 12'BLACK'ZIP \ Q CHANGE' NUMERALS �/��� 9 �iQJfEL 57Afflum PRICE.CABINET DETAIL-DIESEL(WHERE APPLICABLE) PRICE CABINET DETAIL r • - F SCALE: NOT TO SCALE SCALE: NOT TO SCALE 73. w._..... w.. :, ......... ... . CLmuff 3'-7 7/16' 3'-6 7/8•INSIDE CONDUIT OPENINGS I I OLESALECLUS 10:1/2• - WHEN NOT USING 5 11/16• S 11716OPTIONAL JUNCTION - l^(���, n p (� ((��'7////O����� • I-I/2'NPT.INLET. I BOXV�t7 ��GJ �L.rtJ� (2)PLACES , `a LJLJ li ISSUANCES '1 --__ _ —_ —_ 427 79 I I. I N0, DATB DOS(RIPOON GUAR I I I CANOPY COLUMNS i D/VJII OWNER REVISIONS TO BE PAINTED BENJAMIN MOORE- 2 02/25/12 OWNER REVISIONS SUPER WHITE'OR PREMIUM — - — O _ I CLIENT APPROVED S l0/R/12 REVISIONS ` 480 EQUIVALENT 4 12/17/15 DISPENSER REVISIONS .s — . LBO - -- - _ f�J - - I - 5 OS/27/b: aEAN IXIT OETAII 3'PVC DRAW PIPE' . e 485 I _ 6 02/04/15 PAINT SPEC. 5/tI'X r SLOTS FOR I•VAPOR.RECOVERY ANCHOR BOLTS.(8)PLACES - OUTLET.OPTIONAL CANOPY COLUMN,AND - FOOTING BY CANOPY' 6 3/16• CLEAR SILICONE MANUFACTURER b CAULK 4 5/16' - 's (ALL SIDES). II A'-DISPENSER SCALE: I-U2• o- e d CAD s - 4'X4'CONDUIT OPENING IN .• • . • ' G CANOPY f I BASEPLATE OF COLUMN BY -)COLUMN EXPANSION.JOINT'ALL AwOPN )®�IAeW9O. CANOPY VENDOR(TYPICAL ; AROUND COLUMN. .. - i LL - 1 EXPANSION JOINT - I _ FDI.O CLEAN-OUT ALL COLUMNS) " o AROUND z awp, ,Nma _ O O _ ISLAND FORM CTYPICAL) - PROXECU 11 CONDUITS - - -- CANOPY COLUMN FOOTING DESIGN O 3•DIA INTERNALDOWNSPOUT COLUMN BY CANOPY VENDOR •'e p - �- p =O-- --p ---- = SUPPLIED BY CANOPY MANUFACTURER. _ __ --------- SEE CANOPY MANUFACTURERS DWG'S- u�.sy�q•• L'x3•Hl.®zHUB.DRAIN - FOR SIZE REOUIRC-0.'Or FTPICAL ALL E ANDC�VICOLTIMN �(S�lrAL]&`f ofq PIPE ADAPTER 1 SQUARE COLUMN SHOWNTMIS - - A .FOOTINGS.. ����Gs . LEGEND O =PART NUMBER-SEE SHEET•F53.0 _ --_ - -__---_ v 6 o a —= oa 6'x6•r4'REDUCING =KEY NOTE-SEE.SHEET FS2:0' _.. ` ..� Q A7�®l� SANITARY WYE. Q ............. X DETAIL IDENTIFIER 8. DISPENSER ELEVATIONS 4•-45-ELBOW x F SCALE; s/c=r-0 BPB WHOLESALE CLUB NEW 6•cLEANour - STORE03210 SEE CIVIL PLANS FOR SEE CIVIL DRAWINGS - sw IYANN®UGH R D CONTINUATION - (4)13116 x 1-7/I6'ANCHOR BOLTS - I3YAATNIB,Pf)A Q92fi®1 :I FOR MOUNTING OF DISPENSER - L 284 (4)13/16 z 1-7/16'ANCHOR BOLTS BAILNSTABI.B COUNTY 29 FOR MOUNTING OF DISPENSER N 6•ELBOW 5MAI - 1 293 kg - 3 py(W OF CANOPY COLUMN CLEAN-OUT DETAIL .SCALE: 3/4•=1•-0' B6 .. a C2WONC[YK.y CIV11 86 - No.4SN52 3:� 39 NAA 319 iG ## 235 P 2 d 2015 .d 301 (TYPICAL) 35 07,OVI1 (TYPICAL.) SCAII.IE: AS NOTED ;5 N3 c k.99 F6.0 C ®�A {�Y. F6.0 )�I�Ste 301 �1�®dam�Y. �LLFDI.O.owO 314 >t�wuwvu.®Wormoemmmm.7m OOPPeYB�tTNNYNe1R) ea�wn®DnD:sw®Nnmr em®NI 502 wl®WRAVWrt$0c 17 18 310 O ®IBAWMJG•Q•Il1P& 310 17.18 302 WA1YM 514 c ➢DliliQl(°IErd �� FDI.O 34 25 34' 417 C • 34 25.34 .:F DI:O SIMILAR IDa&WMQ,'NUMBMR TERMINATING DISPENSER SUMP EXPLODED ASSEMBLY VIEW D THROUGH,DISPENSER SUMP , ,SALE: N_uz•=+•-Q• SCALE:1-1/2'=I'-0• SCALE:'1_I/r=I'-0' J1 Ltu 1.l ;.::- e_ .... _ _ .. .:::,.... ... .. .... .. ...... ............................................ ................... 3'-7 7/16' i 3'L 7/8'INSIDE 1 ;� ' P{• LS. I I CONDUIT _ 1 INGS WHEN NOT USING II - 5.11/16' S 11/Ib' OPTIONAL JUNCTION p d I I I-I/z•NPT INLET. BOX ��Q Q� �Q� wwo�ESALEc`us I ! C2)PLACES I , 2 79 79 48Z I I TO CANOPY AINT DNS ° - ': 'BENJAMIN MOORE- .. I$SUAIV�ES SUPER WHITE'OR i n a CLIENT APPROVED NO., DATE DPSCJUPDON REGUAR IESEL I EQUIVALENT , 0 I R/17/13 d DISPEI&ER f�VI510N3 771 � i I i 2 03/27/14 CLEAN WIT DETAIL t a PREMIUM 3 D2/WM PAINT SPEC. — I LBo _ I i s•PVC DRAW PIPE 0 0 1 e ® 485 R B X S.SLOTS PER I'VAPOR RECOVERY ANCHOR BOLTS(8)PLACES OUTLET.OPTIONAL 6 3/16' 4 C SILICOP I I CANOPY COLUMN i - (ALL SIDES) CANOPY - I 1AULK TINS BY _ MANUFACTURER ® I .. - 1.-i• 425 wxolFSAlEcws I I IDI�IIQa}� ®iVt�)L:)C `)I` _ .:DISPENSER PLAN a e.r" �o ° I I 1 G CANOPY A���J(A )1 �• 4•IW CONDUIT OPENING,IN- - FDLO.CLEAN-OUT BASE PLATE OF COLUMN BY >COLUMN EXPANSION JOINT ALL 1'EXPANSION z AWON (( ® ➢2 - CANOPY VENDOR(TYPICAL AROUND COLUMN JOINT AROUND (6�)933 ALL COLUMNS) ISLAND FORM - aww.pgAlFe� O O o (TYPICAL) •Z • F01.0 - _ a - CANOPY COLUMN FOOTING 1'CONDUTS - ^O : O O O •= DESIGN SUPPLIED BY CANOPY -� 3'DIA.INTERNAL DOWNSPOUT T -- — -- -- ram. cg_=<-_ __ — -- MANUFACTURER.SEE CANOPY MANUFACTOR COLUMN BY CANOPY VENDOR - e - SIZE AND SPPEECIFICAnoNS. U57 SYSTM FOR SIZE REQUIRED.(12' TYPICAL ALL CANOPY COLUMN WX3•HU8101U8 DRAIN I SQUAB COUTW'SHOWN:THIS FOOTINGS. �.�i����®� ' PIPE ADAPTER - I DETAIL) LEGEND . ...O =PART NUMBER-SEE SHEET FW.0 0,. -- —x-4p A a .q. Q.CMICA71 OM •¢` a•X6•w•REDUCING - - DISPENSER'ELEVATIONS SANITARY WYE. ,, Q =KEY NOTE-SEE SHEET FS2.0 X =DETAIL IDENTIFIER L'1.5"ELBOW I Xa - - ])IBTTS Y17&$OB.L�S.4&.E QL.flJB SEE CIVIL PLANS.FOR I SEE CIVIL S $� tiT®UQ'i43 - CONTINUATION • - - RD BAuasca>�aE wamrrg Z84 (4)13/16 x 1-7/16'ANCHOR BOLTS i FOR MOUNTING OF DISPENSER 4 84- (4)13/16 X 1-7/16'ANCHOR BOLTS 6'ELBOW 292 FOR.MOUNTING OF DISPENSER: _ BE( . .. . _ 9 ` JOHN G. G CANOPY COLUMN'CLEAWOUT DETAIL - _ 3 �?DZWONOZYML No.e8152 R 319 301 ATZ: OT/24/43 ':F (TYPICAU Z35 �Q)AQ.�'o AS NOTED . 6 313 - (TYPICAL) c 1m1f3AWFI1BSt, A 3m F6.o d Il+'1�.lEFIAAfE: FDl:aalD 31L Xa® mmoX�7ay��airomaietme¢wma 17 :18 310 NO 17 18 - 30 - WAYM C - FOLD 34 25 54 C - � _ 34 FDI.O . SIMILAR IDRAWMG Wimm)I$, THROUGH DISPENSER.SUMP TERMINATING-DISPENSER SUMP �T-fll•fl QSI D E SCALE 1a/z =I'o' J IJJLL J1 SCALE.`)-1/2'=1.4r ._.. ---........... .. ................----.........__.. -._...... .. _.....__ ,..._ ----------__.__............ ... . Isis GAS MEMBERS ONLYDz.O F D2.0 Co) �J�S Ps��$ c WHOLESALECLOB D o D D 0® D o D 0 ®. D . �l D ® D o `J D 0® I������� 0/ o D D �INLY H ISSUANCES ®u B Rogdar f�LeuL�uL m Regular f��LvubaaLli � D2:D � D� UES(38ROH ' 1 07/11/13 DIESEL SIGN �. GREEN RED LED AflA Y9XE$6NCL41®ED' ' ALL TAXES ONCLUIDED z ae nI 3 orm4tR g Is oNs " • C 3 0129IW STpNDMD9 W m [MODEL 4.5'TRIPLE PRODUCT DOUBLE FACE NOTE: MODEL 4.5'.DOUBLE PRODUCT DOUBLE FACE NOTE: - _ .., FUEL PRICE DISPLAY..GAS STATION GENERAL: THIS.SIGN IS ONLY EMPLOYEDAT FUEL PRICE DISPLAY.GAS STATION GENERAL THIS SIGN IS ONLY EMPLOYED AT • .1CONTRACTOR TO COORDINATE INSTALLATION' SITES WHEN.REQUIRED BY LAW. - -CONTRACTOR TO:COORDINATE INSTALLATION SITES'WHEN REQUIRED BY LAW. WITH SKYLINE AND WAYNE: .' WITH SKYLINE AND`WAYNE. - 1. - .. .., - - i • MEMBER PRICE SIGN(ON DIESEL DISPENSERS ONLY) MEMBER PRICE SIGN DISPENSER SIGNAGE.(LEFT) .. _ -- .. -» + s - I SCALE:NOT TO.SCALE r D SCALE:NOT TO SCALE .r 6 ' ADD C - - .. .s` �. • 1'FIIFfTEHR5�1 2.0 ec/il�93 , WHITE .. - M .. - UKl(➢II'AfJOO Wl D BACKGROUND 2.0 - 4 •. (�577(�I�ry7 51II�� E , ry � ')ana3� • - - WHITE BACKGROUND _ II 61CLAM17ll T0099� 2• IF'I�O.UIEQ"1I' a� , .. . y. . -. IHANfIOR�ID WfLEOF�Am v y .. ONIARESWIBWA 1/2,HIGH RED LETTERS YWOMMORTIMIR - - z• r DRAW MIS 3 3�g• BYBd9tff➢f SIAIEIAE :.t* . 0.040'ALUMINUM C/W .. BD99237i SIDED s .. - ... D,OCATMN y TAPE : 4 ED R FIELD •• - ^ - OF�EAC ED BYH SIGN PER DISPENSER.INSTALLED. DETAIL S �. FOR PLACEMENT: F.,D'B VMOD.ESAL.E CLUB BLACK LETTERING WITH WHITE BACKGROUND y M1 - y - S9OHYANN®UGiDLSID . - oF. r - scALE; 0•--r-o• .WARNING DISPENSER DECAL. . (DDISPEMSER SIGNAGE(RIGHT) _LLYANNLS,AAA 02601 _ ' - E .SCALE: NOT TO:SCALE SCALE:I/2'=I'-0' BAkYNSTADBL:IECOUNTY . . • a , OZY>'^.P..ZYK r • '. - • f a # V - mmvtm T RED.TEXT LIV�-LI UVI� ` STYRENE C/W DOUBLE D ,7 SIDED -. - or.om�m.�mn�o�r,m«m:mramma ' nis DATE: 07-0HI : - ... - 3 ® - mExtlmyam10ma0Gmmwrs - - - ue�. ' 91;•AIL1E: rsNOTFD A o a pull p 1D03AYtSFT09S�: e� ' x' • 0.040'ALUMINUM.C/W �m+m� I(� IItII 'n1} j��(� CREW - • DOUBLE SIDE TAPE NmammaooNOTre D`�- U U ATM IIViI �U U�DDII Il ti ° v �•16 FIAIYIEi Roesc�mmmsas , �. .. M Os ` Gmmlmtf NmropvhW Mcvmbw6 BBCABG^.II®A91m.¢fC•.l',�i GOJ ^�H amwm�m maemem a=.o mo W ]DRA�91Q`3Qd'QD'MIE . :aQmmMmaAmrmN , ' K¢W 4m N7Acnmr�emltp�d. • --��((.��++ qqii��v WHITE BACKROUND IIe��e�QO D�.T�S SUPPLIED BY OWNER-FIELD INSTALLED. SUPPLIED BY OWNER. FIELD INSTALLED. TWO OF EACH.SIGN PER DISPENSER- SEE - SUPPLIED BY OWNER FIELD INSTALLED.TWO TWO OF EACH SIGN PER DISPENSER. SEE � DETAIL A FOR PLACEMENT. - OF EACH SIGN PER DISPENSER. SEE"DETAIL B - -' FOR PLACEMENT. DETAIL A FOR PLACEMENT. . - . - IDl'gAWID��NOJt�]EIB �1VAPOR RECOVERY STICKER NOTICE/WARNING DISPENSER DECAL PAY AT THE PUMP SIGN _ F - G SCALE:NOT T05CALE _, tt SCALE 6'=I'-0' SCALE 6' . ...... CLIENT , .. 53 54 { / \ ( WHOLESALECLUB e � I � 4B 61 % 46 CLT 1 1 IOIW15 SITE ADAPT CST FFF���JJI@@P... ®. I -I. bt III II"IIIIIB I .III .I I .. NIIIIIU , iiil4 c IIOi C I - IIIIU L. J FEI o 01 UIIIUU L '.J FEI.O UII III FEI 0 L J II FEI.O L J I �Ull. IINII • VIIIII ' IIU� I - a L. IIIIP Q-� UII Jlul �� 3 ', x•• s ,.. I � , �• iilplillll r— ,� EsroP: �0y -I -' r�; - a ,c IUIII I'.11 LOCATION C FEI O Blltl • FEI.O r .: .. t 50 II IUIIIIU • _ ---® -- �ww ® —ld' - /, , U "�� ,I I IDES7[�nF3�QDFTSULL'U'AR1[' •,I i . I '. ' ., ' ',. - '„ .. ,.r. ,. -` �..I // - .. .•ill , l . .. 1 " � D AS the c�m�,'Q�YC. - « r I I CONDUIT TABLE - . SIZE/LOCATION 1 •1'CONDUIT FOR SUMP SENSOR/GAUGE/PLLD I 2I'CONDUITfFOR SUMP SENSOR/GAUGE/PLLD I umc��St 3 ;1'CONDUIT FOR SUMP SENSOR/GAUGE/PLLD 4 -I°CONDUIT FOR SUMP SENSOR/GAUGE/PLLD 1 STORAGIE TANK 5 -3//.'CONDUIT FOR INTERSTITIAL'MONITOR - I 6 3/4'CONDUIT FOR.SUMP SENSOR;' - I i i 7 3/4'CONDUIT FOR'.SUMP SENSOR:- - :: 8 3/4'CONOUIT FOR SUMP SENSOR I , ♦ - V , "°% 9 3/4'-CONDUIT FORS.SUMP SENSOR" - - IO 3/4'CONDUIT FORISUIP SENSOR II 3/4"CONDUIT FOR'.SUMP SENSOR I 3 12 .3/4'CONDUIT FOR SUMP SENSOR: - - 13 3/4'CONDUIT FOR SUMP SENSOR,: I CONDUIT PLAN_ /�•� ` • 1 \ .. SCALE:I„10'-0' « U, 31W CONDUIT FORANTERCOM.SPEAKER 1 - - •k �+ O 7, / a .. j51.1':OWY161�+D.IE:;'AILIn IC9'QJ� i 15 3/4'CONDUIT FOR:INTERCOM SPEAKER I _ ° ' / •`STORE ?ZG i mo 16 ;3/4'CONDUIT FOR:'.INTERCOM,:SPEAKER A vt� 17,-3/4-CONDUIT FOR INTERCOM''SPEAKER. I - \ - p / EYA MIA 0201 18 ;3/4'CONDUIT FOR INTERCOM SPEAKER i - ° \ -. _ M'AR v (COUNTY 19 "3/4'CONDUIT FOR INTERCOM SPEAKER i *' - .-. _ 20 3/4'CONDUIT FOR INTERCOM.SPEAKER "' i 6fi 65 t 21 3/4'CONDUIT FOR-..INTERCOM',SPEAKER ... 22. '.3/4"CONDUIT FOR:PUMP POWER _ t 23 <3/4''CONDUiT FOR PUMP POWER '�a -51EAIL ,:.:. 24 '3/4P.CONDUIT FOR:PUMP POWER 25 3/4'CONDUff FOR:PUMP POWER.; ' 26 "I'CONDUIT,FOR DISPENSER POWER' - - - - L p• 2.5 - 60 - \` ya -' s. 1 27 1'CONDUIT FOR DISPENSER POWER « • S 24 59 - \eO Z��� ZWOIJC2YK 'I'CONDUIT FOR DISPENSER POWER " I ^ �• - ' - \.'. R D -0:VIL ' 29 `.I'CONDUIT FOR DISPENSER POWER -: -1 - � , 2 23 No.t875Y 30 =I'CONDUITdFOR.DISPENSERPOWER 1. - r - < i 22 31 I'CGNDUITiFOR DISPENSER POWER - 1 -- 32 V CONDUIT�FOR DISPENSER POWER 4 33 1'CONDUIT FOR DISPENSER POWER I k e - 54 314.CONDUIT FOR DISPENSER DATA/CATS. I w SS 3/4'CONDUIT FOR DISPENSER DATA/CATS. I - T ' 36 �3/4'CONDUIT FOR:DISPENSER DATA/CATS 37 3/4'.CONDUIT FOR DISPENSER DATA/CATS' I - E 38 3/4-CONDUIT FOR DISPENSER DATA/CAT5. - 1 39 3/4'CONDUIT FOR DISPENSER DATA/CAT5. 1 ,�l l �� �J l ��R.IL�.. AS NOTED 40 3/4'.CONDUIT FOR!DISPENSER DATA/CATS DRAWN IBN. 3.M 41 3/4':CONDUIT FOR;DISPENSER OATA/CAT5 I N 42 2'�CONDUIT FOR CANOPY 43 .2'CONDUIT FOR CANOPY - . 44 2'CONDUIT FOR CANOPY , '''' I - 7 IS 27 35 :A�)�O�IID jg�e ' 45 1-1/4'CONDUIT FOR SECURITY CAMERA POWER/COMM. •': I /— - s ' - NOTE ?ffi.lE F1AfiAQH:; PELo.w,v 46 1 I/4'CONDUIT FOR SECURITY CAMERA POWER/COMM. I \ _ 47 2'CONDUIT FOR CANOPY I '�B Ib: 2B'36 9 17 29 37 WIRING SHOWN FOR SCHEMATIC PURPOSES ONLY. 4B 2'CONDUIT FOR CANOPY :. I. ,,,,� �� \ 10 18' 30 38 ' REQUIRED BY LODE.CONTRACTOR ORPORATE PULL BOXES AS �� �� 49 2';CONDUIT FOR CANOPY 1 / 11 19 31 39 50 1-I/4'CONDUIT FOR SECURITY,CAMERA POWER/COMM. 1 { 51 3/4'.CONDUITFOR OVERFILL'ALARM 40 I i 52 3/4'.CONDUIT FOR AIR MACHINE':':; 53 3':POWER CONDUIT TO AUTOMATIC TRANSFER.SWITCH I' ,.I 13 2f. " iS LI. 54 5'.POWER CONDUIT TO KIOSK]. _ 55 3/4'CONDUIT FOR:.REMOTE TRANSFER SWITCH OPERATION 1 I LEGEND I 56 3'IP,DWER CONDUIT FROM TRANSFORMER I FUEL SYSTEM 1iIiT 57 3/4'CONDUIT FOR:SUMP SENSOR!: - I - d` 00 t ^ O =PART NUMBER-SEE SHEET FS3.0 �� �I��� t,. • 58 3/4"CONDUIT FOR(SUMP SENSOR] =KEY NOTE:-SEE.SHEET F52.D 59 3/4'CONDUIT FOR SUMP SENSOR::. I r fib 3/4'.CONDUIT FOR:SUMP SENSOR,' I - '} a CONDUIT NUMBER SEE SHEET FELO I 61 3/4'CONDUIT FOR'.E STOP MOUNTED ON BOLLARD I " , , _ - O )I RAWilNG NUMBER 61 '3/4'CONDUIT FORTE STOP MOUNTED ON CANOPY!COLUMN 1 6Z 3/4'CONDUIT FORTE STOP MOUNTED ON CANOPY:COLUMN I X =DETAIL IDENTIFIER' TYPICAL.ISLAND CONDUIT:SCHEMATIC 63 3/4'corv0ulr FORsIrE clGHnrvG. I - TANK FIELD CONDUIT SCHEMATIC 6L 3/4'CONDUIT FORSITE LIGHTING: I q B SCALE: NOT TO SCALE - -; 'SCALE.NOT TO SCALE - 1S ,I-ail I ' ` 65 :I,1/2'CONDUI I:':FOR ID:SIGN I - I 66 1'1/2-CONDUIT!FOR.VSIGN I .. CONDUIT FOR CONTROL SWITCH BOX WIRING ON " - WALL IN ATTENDANTS , ROOM. ALL WIRES,TO BE " TAGGED BY GAS STATION. „ - PRESSURE IT FROM ES GENERAL CONTRACTOR. TO SECIddITY CONDUITS TO RUN UP ' e INTO ROOF SPACE. PANEL WAYNE UDB BOX ". REQUIRED 10'MIN. FROM FIRE ALARM O "". CLEARANCE TO ° PULL STATION IN is B4 ATTENDANTS ROOM _ PUMP CONTROLLERS LEFT SIDE . I/2'CONDUITf, x REQUIRE 3'CLEAR'TO ALE.CLUB LEFT(HEAT; ES SINll()AND ISPENSER LOW WH0�• 5-CLEAR TO RIGHT. OVOTAGE'EMERGENL r Y STOP DISCONNECT _ PRESSURE ` - .. © %SSQJANM OPERATED - - SWITCH 12'%12"x 10' © No.. DnTB a640WY1lON TERMINATION BOX RECEPTACLES �e S ` ® I 09/22/I5 SITE 4DAPT _ FOR DISPENSER/LOB © © m ALIT PULSE 2 10 �' - ALARM CONTROL . I - � WIRING PANEL - - ELECTRIC la SOLENOID VALVE PUMP • T I: .: REQUIRE3'RCLEARRTO '` VEETER-ROOT - " NITROGEN BOTTLE "o " LEFT(HEAT SINK)AND CONSOLE ,I t (FIRE SUPPRESSION 5'CLEAR TO RIGHT._' VEEIFR R00T • SYSTEM ONLY WHEN •�•� " INTERCOM' REQUIRED BY CODE) DISPENSER HOOK '• EMERGENCY t P DISCONNECT .. - ISOLATION BORE _ PI - : - . SEAL OFF - , - - - FITTING TYPICAL RECEPTACLE. .ALL CONDUITS • - O POWER TO FIRE �QQu'FS ®N�[W.'PAN7[° «. ..• ..+ _: r ..: _ ., M..- SUPPRESSION PANEL - .- •_ i-V4'CONDUIT "J - . ,. � FOR COPPER ..-, I/2'CONDUIT � � .. .1,,. ,' '' 01 .82'. B3 _h^, -.-. -.' .., ..: .. - • -a _ .' " .. r..n. - ;.'. U `' 1 r r -- .. - .:N .. + 1-1/4•CONDUIT.TO _ - - HEAI'DETECTORS - " AND STROBE/HORN ( - AVON x:�m.OEM M^0H£ y 3'POWER FROM MAIN BUILDING OR.TRANFCRMER - I GROUNDING GAS STATION GENERAL CONTRACTOR TO CLEARLY - .. - UNICA'TION LATERALS BACK.TO MAIN BUILDING ELECTRODE - LABEL SHE FUNCTION OF EACH CONDUI I'USING.A _ COMM + a - ° " AS PER NEC -PAINT MARKER(TYPICAL ALL CONDUIT) ARE TO BE SEALED ON BOTH ENDS • _ c'�,0'.:. " .. 7-fi2' •, „ INTERIOR•EI_EVATlON. v r INTERIOR ELEVATION. _ *. 3 INTERIOR ELEVATION A INTERIOR ELEVATION 0 �, . B 1?E1vIDIH`IR�I'ir,IP.A®t'4AdI1D GAS STATION GENERAL CONTRACTOR SHALL ELAN. - - .;- " : - u. r,_. .. .. CONDUIT SPACING IS CONSISTENT WITH THIS PLAN.. - :- '" , _ x GAS STATION:GENERAL CONTRACTOR SHALL CLEARLY ALL HATCHED ITEMS ARE PROVIDED.AND �� "s��© :ilCGiIE' LABEL THE FUNCTION OF:EACH CONDUIT IN UTILITY ::- _ -. `,.. INSTALLED BY KIOSK MANUFACTURER. ALL r ,; ICN�"ICAUL1ieA I N��N- v ROOM!USING A PAIN MARKER, - a OTHER ITEMS SHOWN ARE FOR REFERENCE.' • .a + $ ..ONLY.REFER TO KIOSK MANUFACTURERS . «. PLANS FOR CONSTRUCTION. '�1ELECTRICAL CONDIJIT PLAN a •. °, _ _ :,• y -IC,QD(riil'I['Q®ht v2•=r-0' - - ELECTRICAL.EQUIPMENT AND CONDUIT LAYOUT . '°<'.•r:: B SCALE:[ =.1.-0. -. " :• r^'sx fi CONDUIT TO KIOSK ELECTRICAL ROOM " I NOTES, 5�L'31(DlQ.L�'g`AQ.IE(CI4tU s'c Y WATER PROOF JUNCTION BOX - I. ALL WIRING FOR CANOPY LIGHTS SHALL TERMINATE IN LIGHTING Almo JQ,"H R TROUGH LOCATED IN UTILITY ROOM. GAS STATION GENERAL` ++: - MOUNTED TO TOP CEILING .PANEL .. CONTRACTOR IS RESPONSIBLE FOR HOOKUP OF LIGHTS AND LEGEND'' t QQC( N][s;]yQA.QI$ 1L REPUIRED WIRING TO LIGHTING CONTACTORS(PROVIDED BY KIOSK - s a • '" .1* - - MANUFACTURER)IN-UTILITY'ROOM.-SECURITY NIGHT LIGHTS ARE 'O rPART CANOPY CEILING SEE SHEET I - TO REMAIN LIT DURING CLOSED BUSINESS HOURS. MAIN CANOPY s x NETWORK CAMERA- 'PENETRATION • - "' w To AND SECURITY NIGHT LIGHTS ARE TO BE INDIVIDUALLY QRA)�S�'°Q'Af�Q.)F.'1.'�Q�� _ REIN THREE LIGHTING POWER.CIRCUITS - - - CONTROLLED BY AN ENERGY MANAGEMENT SYSTEM(PROVIDED BY _ AS SHOWN. REFER TO KIOSK _ _ _ KIOSK'MANUFACTURER)LOCATED IN THE ATTENDANT ROOM OF - Q S CAMERA NOTE n - - MANUFACTURERS DRAWINGS FOR , SEE SHEET FE2.0 �li'4A.Q. CIRCUIT AND PANEL DETAILS- .- _ THE KIOSK. ENERGY MANAGEMENT SYSTEM T PRE-WIRED BY C CV �:. � . ._, �KIOSK MANUFACTURER TO THE LIGHTING CONTACTORS- - • - -a - ' r 2. LIGHT LOCATIONS ARE APPROXIMATE AND MAY BE FIELD - E a J DATA JACK INSIDE WEATHERPROOF O CONDUIT NUMBER • G. ADJUSTED TO ENSURE FIXTURES ARE INSTALLED CENTERED' 'SE SHEET FEI.O HN Z . - .. •• WITHIN A SINGLE CANOPY DECK PAN. :, * OZW CIVIL V LZYK y JUNCTION BOX MOUNTED TO BOTTOM - - X N..<"52 e r , o • ( Y' .' -, - " , OF CEILING'PANEL • -3. AUTOPULSE Z-10'RELEASING PANEL BY'TYCO FIRE PROTECTION X# ID 'O 9F.. o • , � �. .DETAIL IDENTIFIER g CANOPY MOUNTED CAMERA DETAIL FLEXIBLE LIQUID'TIGHT PRODUCTS B THE DESIGN BASIS,ANY SUBSTITUTION MUST BE • /��� o • e o APPROVED BY THE OWNER.THE FIR SUPPRESSION CONTRA OR ' E SCALE:I'=0'-1' - . CONDUIT WHIP IS RESPONSIBLE TO ENSURE THAT ALL EQUIPMENT IS - "" - ' - COMPATIBLE WITH EACH OTHER AND WILL ALLOW FOR r _ r rr ELECTRICAL CONDUIT IN CANOPY COLUMN COMPLETE lA.LISTED SYSTEM.ANY DELAYS DUE TO A � r i E ' ' TO TERMINATE IN JUNCTION BOX.'SE ,.INCOMPATIBLE EQUIPMENT IS THE RESPONSIBILITY OF THE FIRE �- ifs `x ,. CONDUIT SCHEDULE.FOR SIZE. SUPPRESSION CONTRACTOR. d . ®. -. `—J — --———— — ——-—— +SECURITY SYSTEM NOTES: a AEC IS osnenals' F P.4'Z ED • 6J "� I. GAS STATION GENERAL CONTRACTOR IS RESPONSIBLE y I I - FOR SUPPLY AND INSTALLATION OF ALL CONDUIT 4ND - - ' 46 'JUNCTION BOXES FOR OWNERS SECURITY SYSTEM. Q>'+EAWN 3Y:T / - - L.[Jl I a' • - x OWNER'S SECURITY SYSTEM CONTRACTOR IS ' �II��®PP,I I �. I I 'I - RESPONSIBLE FIX2 SUPPLYING ALL CMtERAS,WIRING FOR CAMERA LEGEND CEE©BY: ��/ ✓v ,y�/, SYSTEM AND ANY ADDITIONAL CONDUIT AND FITTINGS SECURITY CAMERA MOUNTED r-r—T-- - - Tl -— T - LoJ - LeJ LoJ • LoJ REQUIRED FOR SYSTEM INSTALLATION. ALL ❑ UNTEO ON KIOSK.. , FT \` 111'/ \ _ _ I CAMERA 70 TIE INTO PANEL IN ®����) INSTALLATIONS SHALL BE WATER-TIGHT WITH UL UTILITY ROOM. CAMERA FOCUSED ON I. \ ' I ' I �> I ' ' ! ' - • APPROVED FITTINGS'. WIRING IS PULLED BY OWNER'SREAR KIOSK AREA. Q':lll,.id l`JA`MIL&e . DATA CONTRACTOR, SECURITY CAMERA INSIDE KIOSK Ir 7I maxa+c Maaaasecmeamaaa� ` r I 2. OWNER'S.SECURITY CONTRACTOR SHALL INSTALL ALL ❑2 ATTENDANT ROOM. CAMERA TO BE ,IcnnAann�'r�mc `\ r--1 - r= 2 r-1 r-1 CABLE FROM-TIGHT CONDUIT TO THE CAMERA HOLING FOCUSED ON CASH DRAWER AREA INSIDE LIQUID-TIGHT CONDUIT TO PROTECT FROM Q"✓L�A�✓I'Q3Qix 7l'IlL°Q.IE - • SUNLIGHT. SECURITY CAMERA TO BE SURFACE ., CANOPY CO. i G' I S: 3. INSTALLATION SHALL BE PER CAMERA MANUFACTURER'S ❑ MOUNTED ON OUT OF KIOSK.FOCUS i RIGID METAL CONDUIT .BY CANOPY - n CANOPY NIGHT 5 S 5 �V� SPECIFICATIONS.• 3 CAMERA ON CASH DRAWER AREA. TO SIGNS BY;G.C. MANUFACTURER SECURITY LIGHT - 3. _ r •+ - 4. GAS STATION GENERAL CONTRACTOR IS NOT • I93BTIQ.ImIQ�CGT £; (TYP.OF:Z) (TYP.OF B) (TYP.OF S) - -—————— ————————— —— ——————— RESPONSIBLE FOR SECURITY CAMERA.INSTALLATIDN. SECURITY CAMERA MOUNTED ON POLE - REFER TO SIGN CANOPY LIGHT - GAS STATION GENERAL CONTRACTOR.IS ONLY ❑ (IN TANK FIELD AREA). CAMERA TO TIEdIId��'� ��° MANUFACTURER'S PLANS FOR (TYP.OF 16) °' RESPONSIBLE FOR CONDUIT AND JUNCTION BOXES AS INTO CCTV PANEL IN UTILITY ROOM.ACTUAL SIGN PLACEMENT 4_ 50 NOT IN CANOPY INDICATED ON THIS DRAWING. MOUNT CAMERAS IN (TYP.OF 3) - APPRO%IMAI E LOCATION SHOWN ON THIS PLAN.CAMERAS CAMERA FOCUSED ON TANK FILL AREA. SECURITY CAMERA WITH SECURITY CAMERA MOUNTED ON POLE(IN SHALL BE MOUNTED 8'TO 10'FROM HORIZONTAL • - FILL DOWNSPOUT. SECURITY CAMERA.MOUNTED ON CANOPY( NQ)F�FI I� Qn FOCUSED ON TANK -5 OF JB AREA) WEATHERPROOF 0% ' FIELD EATHE TANK ❑ ER DECK FOCUSED ON DISPENSER. E SERE.TYPICAL (TYPICAL EACH ISLAND) AREA,CAMERA TO TIE INTO CCTV PANEL IN - '- - B PLACES. • - ' UTILITY ROOM. ILL j C ,C9NOPY;ELECTRICAL PLAN - ,SECURITY AND CONDUIT LAYOUT FLAN SCALE.3/32'= ' SCALE:3/32'=I'_ - SEE KIOSK DRAWINGS FOR ACTUAL SEE KIOSK DRAWINGS FOR 4CTUAL SECURITY CAMERA PLACEMENT - SECURITY CAMERA PLACEMENT - ... _ LIGHTING CONTROLLER TO SHUT DOWN NON DISPENSING CRITICAL PANEL'A' iorAL pEMANO LOAD=63,582 Kw CIRCUITS IN THE EVENT OF A POWER OUTAGE. (RESTROOM OUTLETS, LOCATION:ELECTRICAL CLOSET BRANCHES:20/I OR AS NOTED WATER HEATER,FUTURE RETAIL OUTLETS). TYPE:SQUARE'D'N0472L2 BUSSING:225 AMPS VERIFY WITH BU'S CONSTRUCTION PROJECT MANAGER(CPM). SERVICE:120-208V/3 PM/60/4 FEED:BOTTOM 1 MAIN 225 AMP MAIN BREAKER MOUNTING:SURFACE' a SURGE PROTECTION Ns tD EL.O m ccW LIGHTING CANY/SITE ocraP aurraxs 3/4'C OP I-1/L'C TROUGH LIGHTING s 16A rnxnr mcxrw c .LIGHTING CONTACTOR cawKx o,&ncurts AA�wAM�KaD) :CONDUITS FROM CANOPY °OtP VJHOLESALE CLUB .AREA SEE 3/4'C :i -0WG.FELO FOR DETAILS - xEsxoax rEr�ra9,e 1/2'C 1 I/2'C CANOPY ENERGY ISSUANCES zua f.q> .. NIGHT MAN A GE XMEN. T U ••' cn wurKmEssJ!w.Fe noxvSr eaN r asevvA LIGHTING CONTR( F I KIOSK sav e'a°c0w,uNs'r"s 1i0. DATE D&SCRD(-'ION - e 'i ---- -- --'--- ---- • ea re • Av cz.r�mrm rHNe:zv s�oo P : PHOTO c ca�rsa 9azrt r, --.—_ — ----- — zmN > CELL • Le aaNr my u A y..: uaFnaA rue ralw ——— -- ———————— — — _, u A�z�nwa.nzr ieu --------- ----- ---- — — IIIss Eau. T WFUD ————————— ———— ----- --- nl (ffF=reN ————————— ————— ———— --- --�I• )�Ij:'i j, .•. •- - - - -_ ' - N L;IIIII;III11IIIIIIIIj.;II1IIIIIIII1IIIIIII�1IIIIIIIII;IiILIIII— .--,--a.¢--- —---------..w�) 4 . : = n MA...I.N a'P OWER-IN ,,o: _ 1.ss 2o°wN5 t .. - ._J ror: --- T CONN.LOAD(KW) DEMAND FACTOR CONNECTED LOD ITEM (PER NC) DE LOAD OW) MIgSEA= 19MI WATTS 2GHTING 11.66 RECEPTACLE/OTHER 19.26 DO IL.S26PHA8 1995EWATTS FHASE C 19645 WATTS 3=KITCHEN EQUIPMENT 0.00 0.65 0.00 TOTAL CONNECTED LOAD 594E WATTS 4 KvA 8.94 1.00 8.94 5=LARGEST MOTOR 4.90 2 16.12 6 ADDITIONAL MOTOR _69 00 4.69 TOTAL DEMAND LOAD= 176.70 AMPS WATTSI(20 X 1.73) OF=DEMAND F A BOARD 8 BREAKERS ARE SERIES RATED WITH ECODARY PANEL R04RD,RATING IS 25:000 AIC MIN AUTOMATIC 2)PANELBAR B ALL 'Tr "-1I�IIIIIIIIIII;i�1 .'.,III;IIIIIII1ii�j I1IIII;,III1I ..,. - _ ' Go]R..�.)IQA�vA�Se+FLC-� dL(CJ C1a©�D®Tc GOT DI7PCaHfc U SDCEE I3 LADE AO TRANSFER RI SWITCH POWER M94®D@Ito IN 'O MAI PANEL GE TOR -- --- -- -- -- ——————————————— -- — — --- -- -- -- ----------------------------- — e�I m71nCI z' . ,- s ... - - - ..-• - rnv�.a,9ee,�r Nwm� .. w-== _ - - - —m—�—--- -- — ---------------.---------- ------.------------.— ---------------------------- ----- ---- — — —— GENERATOR I; --—_------— s3Zay�Ss snAgvi NNJ— l zuZ�w1,uLN9Jrz 0AB696z 90 @Ccaao.azLll�u/IoV&IIasmoN Al IwaE$c'U,eWC.w�Oc �AydweAl.0h®�.Se�a0L AWmTc7L9.LH Srouod vrIIIV�sTN�B9sm.S Y11QTsnYc5ay.ZI; ,mmv ,23Y:V.Ys:�1+Y 1cIYw4u� TMTA antls�msi.'W 1u1l[[m r a7 Y.IIFU w�� ErI EMERGENCY STOP SWITCH CONTROL CIRCUIT DRAWINGS PANEL'91• TOTAL DMAND Logo 8.8 rtw EMERGENCY GENERATOR LINE DIAGRAM CITE SURGE PTECTION Ne N B GE PROTECTI TYPE:SO'D° O..0013OL15OG I FUED.TOP QQ.AII®y4 SERVICE:120-20BV/I PH/60/3 WIRE MAIN: 50 AMP MAIN LUG ONLY MOUNTING:SURFACE BFs VII OIMAL CLUB STORE#321G T9 590IYANNOUGIRD PANEL IYANUHS+RA 02601 BARNSTABLE COUNTY RESIFA. CONNECTED LOAD IEM DEMAND FACTOR(PER NEC DEMAND LOAD(KWI PHASE A 1600 WATTS -LIGHTING 0.0 EASE D 8 080 TOTAL CONNECTED LOAD 800 WATTS 3KITCHEN EQUIPMENT 0.0 0..6 00 ESTOP SWITCH 0.00 5 MAC . KIOSK EXTERIOR—, LARGEST MOTOR O.W.er: 0.00 6 ADDITIONAL MOTOR '00 I.0 Go KOKPTTENDISAANT TOTAL DEMAND LOAD= 42.31 AMPS WATTS/208 ROOM L 0= ACTOR E-STOP SWITCH -t44 L. 1)PANELBOAD g BRANCH CIRCUIT BEAKERS ARE SERIES RATED WITH'A'PANEL RATING IS 25.000AIC MIN. "IDSTFRIOR L--4r 2 PANEl00ARD 8 ALL BREAERS BY KIOSK MANUFACTURER IyI LLNEW 90 24205 coar — S rac 09/znl'z ffinwn 9Gs WITH 120 VOLT COI L — SCALE: AS NOTED 7MAl e AL61200Elm BY: i2T� NEDR IRLS —To PANEL 7µMID=10ENGAND IFQRP'�®MBO..IE Ij B s4 , :019 GIPTT ei , v' ,.. - - ��� ]ORA65'IR�G FIUJIJ'�IIER , 4' >. }I'7I'�I�T1Tr 3 ax$f THIS DOCUMENT IS FOR REFERENCE PURPOSES ONLY. INSTALLER TO.FOLLOW MANUFACTURERS INSTRUCTIONS FOR INSTALLATION OF COMPONENTS. .eeD.m N,.. .,:...._: _ . ...... _.. .. r,. -itI , '.ry t,3',i.I,-_I,{I�:€i�f„•,II�`':,u d;'';,1'..'^ . nzwDnzLSsuswv;oizrusisrotmP'9;so9?s i5,z'I1.Ii i I'--.-'�Psffem-x„nw5¢'x,<xzza3�u�'�wapsz.0,eezB,a.�..o�-_Lx..I reW.Ea.uo'-i...D'u.�.vL_,n:II.ItI'.-—--a�a.._,_i___-,,,;,,'iII—�z ii'i'iI�;;I_..*--a—v_---s-._s.—p-e�...-,_--i3w8�-3-_._-_—�_x.L_-nv e-_wW_-- Pi�—IlI IIIllIlIIII L6-IIlIII I1,llIIII I I 1''iN1 i DE;I;,'i;I}D'i i�L�ii;II,l,CC;II1I'i,l-;I;;ii C.A _=T_ --E-_-J_-D R—_CE3'P— T-_A••c--C L_-..FiII1n1i'IiL�O11iIFI1ii1r R o0TLzm EH—oo0Ae0IsvSo o0i_c0JE�eSar�-Y_sso0o0oc 03SososT-0ccTo00Ie0 eE o;o_PHo_-e o0O 0RoO3O-x V -ID.-EW^S--IJ-_T - --HE ABILITY —I L—_ I_T-Yx—-J-r IJ,I•ii;;IIIIII-i'I III eIIi III iI II II�iIIII l'LIlIIIII_jI 1lIII1.II III IIIlIII'IIIIlIIILII IIIIIlI IlII1I III IIIIIIIII IIIl IIrIIIlIIIII lII II III IIII1 III I IIIII IIIIIII)IIII'IIIIIIIIIIIl I III IIII yII II1II.IIIIIlIII lI.II IIII FI IIIIr I I1I„II1II IIl II'II,II III EIIII II II1I Il{IlI 1I1'IIlIIIII1IlII�_F. - 1ISIIIIIIII-ll—IlI rf I 1'II,IIIYIlIl'II(II1IIlIllI—�IllI S'- e.. i —�- ns,,JraroE¢.D_ _nD TM 5_ s.®�C__a®trnaw rrmaa__mDmD1r,ew.a—i r'w-s m—LaIIiII°.�Ii ij mim r I• 1•c ___E—•5 0-- N -yII,I�'I,rI II,_--___-__m m---'—�-.I auR--- S — ---_- A B T- AI_I/IN —2_CK7A. —_ _A�C-----_ - T — —L— SSW-SIT5-C_0-H- _Box TER AT E D/FES:O------------ - ------ INTEM ATED TO'DISCONNT SERVICE FOR UATTENDANT NDER COUN CREDIT.CARD WIRING,DAIRING TA B STATION DISPENSER SUMPS EAIRING WIRING TO. INDIVIDUAL DISPENSERS AS SYSTEM A'CONDUIT INTERCOM REQUIRED BY NFPA 30A,.SECTION STATION CONNECTS TO INTERCOM 6.;NEC51.1 AND NEC 514.13. C: - -I/L•C R MANUFACTURER'S 3 ' SPECIFICATION CAT WIRING FROM PRODUCT DISPENSERS : DRESSER-WAYNE UDB POWER INTEGRITY CTON I11Ii IiIIIIII'I,,I;IrI, ,II . �?A�In➢n EU1©l�S.a.1.G�s_1V��ID°.n'l�.-S��Z®y�_JfLS� I.WI1�C.O EIs� s�N�,'ul+ffiz.-L�l DHIDg-Picc (n,s[A'W�U L®iNT F'�e D.IL�cZ COQ 2A41,r.1Iow,fl�j�y EZ�fEJy1-`.tt� c.Y�Wgo ➢'l� n\7j.PKRYE e1ly l���l InCr7..5' I�aQE jllb��CmE .C. ' DDS-BDBXC ue OVERFILL ALARM WHUn: ONOGAS ENUNCIATOR POWER INTEGRITY AND FLASHER a i DDS-##DW4 XXX cr- n ISSUANCES WIRING TROUGH Na DAn DPSCSIM 1u k _®3D�avN OmRECETACLEWIRN� TROUGH DATA WIRINGRECEPTACLE FROM PRODUCT DISPENSERS 'C3/4 120 VAC WIRNT BCSO TOPANEL B CNECTIONS EL BE MADETERMINATION BOX i I N TERMINATION li� 120 VAC WIRING'TO BOX PANEL BI CCT'S 23-25 3/• C 34•C 3/4 3/4•C 2VAC WIRINGTd PANEL eI CCT S3/4Y 222L OVERFILL ALARM KNOWLEDGEMENT BLEPUMPBMO SEL.SCIr WURN o ®L Alga �aj omK a1vU�. � e\n e� 6 )z IDn2 ' - s/4c' . ( s Q . -- �+.sar''•���:,'.gF-�3/4C u A/C POWER/DATA— _ —________ _________ WIRING TROUGH ®_ SUBMERSIBLE PUMP SWITCH N ATTENDANT ROOM PREMIUM VFC IBLEoSUBMERS EPDXY SE AD CO IN ROOF JUNCTIONPUMP AWEATHER BOX TO 4r PALL PREMIUM TANK Js WHOLESALE CLUB T. 3 0c.a ➢YANNIS,MA 0ml BA3NS6A8LE COUNTY= SUBMERSIBLE PUMP SWITCH IN ATTENDANT MAIL ROOM PREMIUM SUBMERSIBLE PUMP N0 .4 9 /52UNLEADED STPSC#I EPDXY SEALED CONNECTIONS IN EPDXY SEALED CONNECTI0N51N AWA R �JUNCTION A WEATHER-PROOF JUNCTION 3/4•C 4C/ BUMRE 80X — — -- PM-0 ------------ 3/4•c- UNLEADED TANK#I 3LLJI s/eY 12 000 3/6; ATTENDANT SUBMERSIBLE PUMP SCAUE- AS NOTED UNLEADED IDAwwsy.7,MAIsLeMERSIBLE To PUMP PANEL BI AP6 ®YBI➢IS N5LIE NAME: FE3.D.a UNLEADED STPS #2 EPDXY SEALED CONNECTIONS IN EPDXY SEALED CONNECTIONS IN —WTHER PROOFJaaCTION A WEATHER-PROOF JUNCTION mmsm ®— i 3/4C 3/4C BOX BO --- — _--_—__--_ 3/4'C UNLEADED TANK 82 UE ---o /4Y 00000.000 STCHIN ATTENDANT PUMP .mm olLIER ROOM 3/ eL44LEADEo PUPRSIBLE SUBMERSIBLE PUMP M67751, RSE 7M W rx -: .�'`•s � -t" .• : +.•. ',- .- 'a..THIS DOCUMENT IS FOR REFERENCE PURPOSES ONLY. 11I I l l I I l l I I DIesELJ IIIIIIIIIIII ®P° 0 i IYLPI�°�a-I©1(1 �1�ILQ�/g� INSTALLER TO FOLLOW MANUFACTURERS INSTRUCTIONS FORREG. ----.—-----_-------_--- U _---- ----_ __ —_- i-''J_T—IJf—"I—I`JIIII*I III II I1,I1 I1I �op�B E�INSTALLATION OF COMPONENTS_ O LEADED STP-0H® REG z-----=-_ C�UIPMEN �W - :EPDXY SEALED CONNECTIONS N EPDXY EDNC A LSCALE:NOT TOLE 3/4C HER-PROOFJUNC70N AWEATHR-PROOFJIOJ -- --_—__ - J BOX—__.— BOX - ................. .............._......_..,,, ...... .................,_.......... u ..... ... 'I� r '..-----�._ -.:_^ ,.......,>: .'..::'. s.,.:,»"..,'.., .-.... :'_ •s�„n;n. ...._ wa.' ...... ..,...a ._ a. ... .... n..k'ti _ .9<'".ffi'�.. ... '::.:'.*^-' .:PF.W'a .: �.. _.'..::. ...... GENERAL ELECTRICAL SPECIFICATIONS - ',4' DISPENSER SI,2 GROUNDING }; BASIC ELECTRICAL MATERIALS.AND METHODS DISPENSER B3,4 GROUND ALL EQUIPMENTAND,DEVICES AS INDICATED ON.THE DRAWINGS AND AS REQUIRED BY NEC,LOCAL LINE IN— �r NEUTRAL— OUT ELECTRICAL INSPECTION.AUTHORITIES,AND THE UTILITY COMPANY. IT IS RECOMMENDED THAT THE (. (SERIES ONLY) ELECTRICAL.STANDARDS: (FROM DISPENSER#5,6 ALLELECTRICAL WORK IS TO MST THE APPLICABLE GROUNDING SYSTEM INCORPORATE INCOMING COPPER WATER LINES.IF AVAILABLE,IN ADDITION TO 5/8 INCH LINEI'�" LINE OUT — h: PORTIONS OF THE FOLLOWING RECOGNIZED CODES AND STANDARDS: X TEN FOOT COPPER CLAD GROUNDING RW NEUTRALIN. USE APPROVED PRESSURE OR CADWELOS TO _ I (SERIES OILY) DISPFJJSER 67,B .1 1• ..0.�:. •L. .l CERTIFIED BALLAST MANUFACTURERS(CBM) CONNECT GROUND WIRES TO RODS. DO NOT,USE OIL,OR GAS LINES AS THE GROUNDING SYSTEM. OOLESAMCLUS NATIONAL ELECTRICALMAN(FACTIRER'S ASSOCIATION(EMA) 8 Q 8 Q" 8 Q 8 QDISPENSSER E9,IO FACTORY MUTUAL TM) LIGHTING FIXTURES.NATIONAL FIRE PROTECTION ASSOCIATION(l 0GROUND BAR •DISPENSER fFll,l2INSTITUTE.OF ELECTRICAL MID ELECTRONIC ENGINEERS'(IEEE). PROVIDE ALL EQUIP11EVT.AND'MATERIALS SUITABLE FOR THE CLASSIFIED AREAS IN WHICH IT IS TO BE F q '� f PANEL'A'OR PANEL B'DEPENDING ON UNDERWRITERS'LABORATORIES.INC.(UL) INSTALLED MID CONFORMING TO'ARTICLE 500 OF THE NEC,AND FOLLOWING THE RECOMMENDATIONS OF LOCATION OF ORIGIN FOR CIRCUIT. •DISPENSER 013.14 1 ILLUMINATING ENGINEERING SOCIETY(IES) AMERICAN.PETROLEUM INSTITUTE STANDARDS API-RP-500 AND API-RP-540. O AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI)INSUATED:POWER;CABLE ENGINEERING ASSOCIATION QPCEA) O 1'x OCCUPATIONAL SAFETY MID HEALTH ACT(OSH/U INSTALLJNG TECHNICIANSARE REQUIRED TO WEAR A GROUND STRAP FOR ANY ELECTRICAL WONT. O 1.. 1.1 •DISPENSER NFIS;16 NATIONAL ELECTRICAL CODE(NEC) 0000 000 0 0' 000000 8 ® Y Q S Q 8 Q SPARE NATIONALELECTRiCACSAFETYCQDEDIEsc>. EQUIPMENT FOR CLASSIFIED AREAS ); 'NATIONAL ELECTRICAL•CONfRACTOR'S ASSOCIATION'(NECA) ,� """ - COPPER GROUND WIRE SPARE ISSUANCES PANEL MUST BE GROUNDED No. rol vasol trim IH. LOCAL MID.STATECODES PROVIDE ALL EQUIPMENT AND MATERIALS SUITABLE FOR THE CLASSIFIED AREAS IN WHICH IT IS TORE BY USING AN APPROPRIATE -VEEDER-ROOT PANEL INSTALLED AND CONFORMING TO ARTICLE 500 OF THE NEC,AND FOLLOWING THE RECOMMENDATIONS OF TYPICAL WIRING DETAILS COPPER GROUNDING COJIXICTOR. I OII29/V. STANDARDS UPDATE SITE CONDUIT ROUTING'.BURIAL DEPTH AND:SPACING: AMERICAN''PETROLEUM INSTITUTE STANDARDS API-RP-500 AND APIaRP540. - I;I BURY ALL UNDERGROUND SITE CONDUIT AT OF 24'INCHES:BELOW�THE FINISHED GRADE. RIGHT SECURITY ALARM PANEL ANGLE SWEEP'ELBOWSIMUST BE USED'AT THE BASE OF EACH RISER'-;NDGRADUAL RISE'OF CONDUITS TO .INSTALLING TECHNICIANSARE REQUIRED TO WEAR A GROUND STRAP FOR ANY ELECTRICAL WORK. •M..1• 1.. 1.. 1.. 2 03/27/I4 DANFOSS EMS NOTE THE SURFACE GRADE IS PERMITTED. PROVIDE MINIMUM 3/4 INCH'SIZE CONDUIT. Q 8 ® IL O 8 Q' PETROLElP1\COMPUTER EQUIPMENT(BANK 0 CUTTING AND PATCHING: ELECTRICAL WORK CLOSE-OUT & YPICAL WIRING DETAILS - - - - 3 HXJO2/15 InsreN+sERR coMxr NOTE _ ) EXCEPT'AS,IND,IVIDLIALLY AUTHORIZED.BY OWNER.CUTTING ANO;PATCmw OF,'ELECTRICAL WORK TO - "� SCALE:NOT-TO SCALE' PETROLEUM\COMPUTER EQUIPMENT(BANK 2) ACCOMMOOATE�THE'INSTALLATION'OF OTHER.WORK'IS NOT:PERMITTED, FILL.IN ANDYINISI THE SURFACE CONDUCTOR TESTS: - i' _OVIl STANDARDS DS UPDATE AT CONDUIT CHASE AFTER'.INISTALLING':ALL INCOMING CONQUIT. PERFORM MEGGER TESTS ON INSULATION BEFORE SEALS ARE POURED. THE TEST IS MANDATORY FOR PETROLEUMUCONPUTER EQUIPMENT(WANK 3) 7 INCOMING.BE CONDUCTORS AND MOTOR LEADS TO SUBMERGED PUMPS. THE RESISTANCE'BETWEEN - - BRANCH CIRCUIT WIRING: CONDUCTORS'AND;BETWEEN ALL CONDUCTORS AND GROUND IS TO BE NOT LESS THAN TEN MEG-OHMS FOR - i, EACH 120 VOLT BRANCH CIRCUIT MUST..HAVE ITS-OWN-.NEUTRA.;RETU3N'CONDUCTOR:NO-SPLIT NEUTRALS ALL CIRCUITS LESS THAN:600 VOLTS. TEST GROUND CONDUCTORS FOR CONTINUITY. ARE PERMITTED. NOTE:DO NOT PERFORM MEGGER TESTS AFTER WIRES HAVE BEEN CONNECTED TO A PIECE'OF - TEMPORARY POWER. EDUIPMENT OR TERMINAL'STRIP OE TO POSS18LE DAMAGE TO THE EQUIPMENT. INSTALL TEMPORARY ELECTRICAL,SIFPLY FOR USE DURING CONSTRUCTION.INCLUDING POWER SUPPLY TO - NOTES: THE BIALDING/CANKIPYERECTOR AND ANY OTHERCONTRACTOR WORKING ON THE SITE. EQUIPMENT'TESTS` - - •WHEN APPLICABLE PER DISPENSER COUNT - PERFORM OPERATIONAL TESTS ON ALL ELECTRICAL EQUIPMENT TO ENSURE SATISFACTORY PERFORMANCE. �I - INSTALLATION INCLUDE TESTS FOR MECHANICAL AND ELECTRICAL OPERATION FROM ALL CONTROL POINTS,OPERATION OF INSTALL ELECTRIC SYSTEMS AS INDICATED FOLLOWING_THE MANUFACTURER'S•WRITTEN'INSTRUCTIONS. RELAYS,AND ALL SAFETY DEVICES APPLICABLE CODES AND REGULATIONS. .: 4 ELECTRICAL WORK CLOSE-OUT LOGGER/REPORT ( _ RGE:PROTECTED CIRCUITS I CONDUIT - PRINTER • ALL SITE ELECTRICAL SYSTEMS MUST HAVE PASSED FUNCTIONAL TESTING AND BE FULLY OPERABLE. NOT TO SCALE:. ImIC•.47(�F3 ®jy§Qm,•Q'�'Jf PROVIDE A'CONPLETE ASSEMBLY,OF'CONDUIT WITH FITTINGS FOREACH ELECTRICAL RACEWAY ODLIDING AUTOGAS REGAL - - Fn CONNECTORS,NIPPLES,COLIPLMGS;:EXPANSION FITTNGS BISHINGS;,LOC NIUl AJD.'A .OTHER ALL SITE ELECTRICAL SYSTEMS MIDST HAVE PASSED INSPECTIONS BY THE LOCAL APPROVING AUTHORITIES I(REAR PANEL VIEW) - COMPONENTS REQUIRED TO INSTALL A COMPLETE SYSTEM OF THE TYPE INDICATED,AND.AS REQUIRED DY 7' NEC. .. ALL BURIED SITE POWER ANDCONTROL SUBSYSTEMS MUST HAVE PASSED APPROPRIATE CONDUCTOR MEGGER 'TESTING. POINT OFTER SALE .m - REGAL SYSTEM SHALL BE If•STALLED PER'..., PROVIDE HEAVY WALL OE:-INCH MINIMUH;:GALVANIZED STEEL CONDUIT EXCEPT AS OTHERWISE INDICATED ON - - COMPUTER AT.Q LPTI Z �f THE DRAWINGS. PLASTIC CONDUIT(PVQ)MAY BE LSEDIWHEHE PERMITTED BY CODE..:'%SE SEPARATE ALL ELECTRICAL PANEL BEADS MUST HAVE TYPEWRITTEN SCHEDULES THAT ACCURATELY IDENTIFY 111 MANIFACTIRERS SPECIFICATIONS. � t 3' CONDUITS FOR DATA AND POWER WIRING:•CAP CONDUIT:PRIOR,TO COMPLETE INSTALLATION TO PREVENT BREAKERS BY FUNCTION:AND PANEL POSITION. 'COMI w•1' ANY,FOREIGN MATTER':FROM OBSTRUCTING.THE CONDUIT. PROVIDE CLASS I,GROUP.D SEAL-OFF FITTINGS AS -— —, R - ffiA9OTD@6RORJO .. REQUIRED BY THE NE-C.,ARTICLE 501. AFTER'TESTING PROCEDURES'HAVE:BEEN COMPLETED,POUR SEALING .ALL CONDUITS AND CONDUCTORS MUST BE PROPERLY TAG IDENTIFIED. - SM,S BUYp m.., AVON 9.AI�omo4 zCOMPOUND INTO ALL SEAL-OFF FITTINGS. � 11 . - 3 ALL NON-TERMINATED.ELECTRICAL-WONT PROVIDED WHICH IS INTENDED FOR INTERFACE WITH ANOTHER MOUSE; CAB VEEDER ROOT t I THE LAST 10'-0'OF Al CONDUIT RIMS(EACH'.END).TOBE RIGS METALLIC CONDUIT. CONTRACTOR'S WORK;'MUST BE PROPERLY SECURED. TIS350 PLUS - KEYBOARD I TANK MONITOR EQUIP CONDUIT:RUNIS EXCEEDING 25 FEET IN LENGTH WITH SUITABLE WIRE"INSERT TO ENABLE THE PULLING AL POURED. CONDUIT SEALS FOR.HAZARDOUS LOCATIONS MUST BE INSTALLED AND THE COMPOUND COM2 /, OF A FISH TAPE'FOR ADDITIONAL WIRING. 1'� PROVIDE FOR EXPANSION BY A MINIMUM OF ONE;EXPANSION FITTING INSTALLED.IN;EACH,STRAIGHT RUN OF ALL SPARE CONDUITS MUST HAVE A PULL WIRE INSTALLED AND CAPPED ON BOTH ENDS.. - M. - CONDUIT EXCEEDING 150'FEET IN LENGTH,AND AT RO FOOT'INTERVALS THEREAFTER. - i' ALL ELECTRICAL SYSTEMS ARE SUBJECT TO OWNER'S INSPECTION. VIDEO rm SUPPORT 4L1.CONDUIT-:ONSTRILTIRAL:MEMBERS WITH:MALLEAH(E>IRON CONDUIT CLAMPS AT A MAXIMUM - ,�I WAYNE OF EIGHT FEET•ONCENTER. I/SE.UN30LTS FOR-POINTING,ALL'THREAD'IS-NOT'ACCEPTABLE FOR ALL ELECTRICAL RECORD:DRAWINGS MIST BE f$'TFlr1ED TO OWNER. e a U_ �D T '°< UNIVERSAL MOUNTING. - - - cclA L�' I DISTRIBUTION BOX o U IIFIgr1CC�I[.ILAICII®r\I . ALL DISPENSER WIRING MIST BE CONTINUOUS QNO SPLICES}FROM DISPENSER JUNCTION BOX TO CONSOLE MONITOR I �'" am `�` :PA� 1 - POIJ•lET aTPa Im1@A�9IlIY((n3 RIGID STEEL-CONDUIT-AND:RIGD.SIEEL CONDUIT FITTINGS. TERMINAL STRIP BOX. t; PROVIDE HOT DIPPED-GALVANIZED CONDUIT CONFORMING TO ANSI C8OJ,-AND FITTINGS CONFORMING TO ANSI O DISPENSER TERMINATION CARD READER DATA *r s L80.4 4S INDICATED. ALL SPARE WIRES'SMALL BE TAPED AND LOOPED AT ENDS AND LABELED. q ro — — — — — — —— 80X 'DISPENSER DATA - L _ — — —_- -. __ — CARD .. • �. - a, ice... FLEX18LE METAL CONDUIT: DANFOSS ENS SYSTEM TO BE.INSTALLED BY A.CURRENTLY DANFOSS CERTIFIED CONTRACTOR. IRON POWER _ • •�U:uDa ����®� PROVIDE LIQUID TIGHT_FLEXIBLE:METAL CONDUITCOMPRESSEO OF SINGLE STRIP CONTINUOUS FLEXIBLE, - U' INTERLOCKED.DOUBLE:WRAPPED STEEL GALVANIZED!INSIOE Atm OUTSIDE THAT FlMru ASMOOTH INTERNAL BATTERY BACNP ws IiaolnE 1 WIRING CHANNEL,AND WITH LIQUID TIGHT JACKET.OF_FLEXIBLE PVC;'.PROVIDE-000ID TIGHT,ZINC COATED _ - (SUPPLIED WITHREGAL SYSTEM) An vo rmAlae STEEL FLEXIBLE METAL.COIDUIT FITTINGS.'NO FI_Ek CONDUITS,INSIDE.BUILDING OR CONTAINMENT SUMPS. - .M.�.. 3. FITTINGS: - w/wuaF 1�1'SURGE SUPRESSION PANEL DETAIL y,sg®g, An.�:Cg,QJ)B } Tzi PROVIDE FITTINGS-EQUTA-TO THOSE SUPPLIED BY CROUSE-HIMDS!OR�APPLETON. PROVIDE'FITTINGS WITH - SCALE:NOT TO SCALE - - THOLE ALE]p RIBBER:OR"NEOPRENE:GASKETS WHEREANSTALLED IN DAMP'ARE PROVIDE:EIITINGS COMPLYING WITH ' j - ',: NEC AND IA:BBG WHEN.INSTAL:LING-IN HAZAROOUS_AREAS: ': - W - ,590IYANN®➢JGII R D NOTES: :IIYANNIS.AAA 02601 ALL WIRING SHALL BE DONE BY GAS STATION GENERAL - �AItNSTAIB¢.E COUNTY ' CONTRACTOR MATCH'MOSK DRAWING. - - ?? - •WHEN APPLICABLE.PER DISPENSER COUNT 3/4'FM TO lDF3 BOX 3 :.. ..- :. m0 SAQpyTN OF NMMN,bS s ' WIRING DRESSER-WAYNE,INSTALLED BY GAS STATION _ ALL - 3 JOESS SUPPLIED BY 0. G. _ WIRES TO BE TIE-WRAPPED FOR NEATNESS V D2lk�,y021•K IL GENERAL CONTRACTOR 'TERMINATION BOX 0Z-X12•x8S/4'MIN.) RP.49162 °' THE REGAL SYSTEM AS CONFIGURED FOR USE IN El GAS LOCTIONS WILL ;f INCLUDE THE FOLLOWING COMPONENTS AND FUNCTIONALITY: _ .w WIRING CONNECTIONS BY GAS STATION. I. AUTOGAS REGAL UNATTENDED"BASE'PRODUCT. THE REGAL UNATTENDED, GENERAL CONTRACTOR BASE PRODUCT PROVIDES'CONTROL OF WAYNE DISPENSERS.CAT'S.AND i CAT WIRING TO RS-485 MODULE 1 WIRING CONVECTIONS BY GAS STATION GENERAL - CASM:ACCEPTORS FOR AUTHORIZATION OF FUELING TRANSACTIONS VIA I I I I I I I I I CONTRACTOR, ONE OR MORE OPTIONAL'AUTHORIZER*SOFTWARE APPLICATION MODULES F I I I I I I I I I I I I DATA WIRING TO CURRENT LOOP MODULE IN H2 +0 +Y WN +BU: +BN I+R I+0 I+Y 1+GN I aBU I 24 Z THIS PRODUCT PROVIDES REMOTE SUPPORT CAPABILITIES AND -Y .-GN -0U I�N I I-0 I -Y I TRANSACTION DATA MANAGEMENT VIA MODEM. A LOCALLY ATTACHED � 1 - - ®j�'�• 077DI/u � PRINTER WILL PROVIDE ON SITE HARD COPIES OF DAILY TOTALS REPORTS _ I I I I I I THIS IS A PC BASED PRODUCT WITH A KEYBOARD,MOUSE MID VIDEO m COLOR CODING MONNORATTACHED FOR SETUP AND MAINTENANCE PURPOSES ONLY. :' BK BLACK �.. - .QCAQ.12.' AS NOT® CAT WIRING DISPENSER DATA WIRING BUT BLUE ®03AW 37: �A 1? 2. BUYPASS AUTHORIZER MODULE(WITH BJ'S MEMBER CARD SUPPORT). 3 SQUARE D LEG TYPE TEIA71NAl EN BROWN /V 1 i - PROVIDES INTERFACE TO BUYPASS CREDIT AUTHORIZATION AND PAYMENT 0 WONSTRIP MAZ SOLDERLESS BOX LUGS GY GRAY �C� - SYSTEM SERVICES FOR PROCESSING CREDIT CARD TRANSACTIONS FROM A - OR EQUIVALENT'SUPPORTED ON ON GREEN ID�Y^ WAYNE TENMINAL THIS MODULE WILL INCLUDE CUSTOM DEVELOPED CAT AND DATA WIRING FROM DISPENSER BI;2 f I I I I 1 1 1 1 1 1 I TYPE DINS SYMMETRICAL RAIL OR ORANGE j FEATURES TO ENABLE ACCEPTANCE OF THE BJ'S MEMBER CARD AS A CAT AND DATA WIRING FROM DISPENSER.C3.4 I I I I I I I I I I :PK PINK ( 'CLUB'CAA'TO ACTIVATE A LOWER PRICE LEVEL FOR TRANSACTIONS IN CAT AND DATA WIRING FROM DISPENSER C5.6 R RED n NAFN�e FE4.0.- 3� WHICH A BJ'S CAD HAS BEEN SCANNED AT THE DISPENSER. � CAT AND DATA WIRING FROM DISPENSER V.8 V VIOLET 4 CAT AND DATA'WIRING FROM DISPENSER 09,10 I I ( I I I W WHITE >�InAMMMasuslMMM.�om 1 3. CASH:ACCEPTOR AUTHORIZER MODULE(WITH BJ'S MEMBER CARD •CAT AND DATA WIRING FROM DISPENSER 011,.12 1 1 I I Y YELLOW SUPPORT). PROVIDES INTERFACE TO WAYNE DISPENSER CASH ACCEPTORS, w •CAT AND DATA WIRING FROM DISPENSER OI3.14 I I EXAMPLE �/ad• �.� • THIS MODULE WILL INCLUDE CUSTOM DEVELOPED FEATURES TO ENABLE LL 'CAT AND DATA WIRING FROM DISPENSER 915,16 + + + + + + - + - + + - + - + - + + - + - + - + - WHINE WIRE ImLBA�SIlNQn'1liMQ.IE ACCEPTANCE OF THE BJ'S MEMBER CARD AS A'CLUB CARD'TO ACTIVATE FIELD WIRING CONVECTIONS BY GAS STATION W-0K. A LOWER PRICE LEVEL FOR TRANSACTIONS IN WHICH A BJ'S.CARD HAS GENERAL CONTRACTOR I J J J J_J WITH BLACK STRIPE BEEN SCANNED AT THE DISPENSER. i i� — _FIELD'.WIRING CONECTIONS BY GAS STATION CAT WIRING FROM:PRODUCT DISPENSERS GENERAL CONTRACTOR 4, TANK MONITOR INTERFACE MODULE. PROVIDES INTERFACE TO A VEEDER DATA WIRING FROM PRODUCT DISPENSERS ROOT:TLS-350 TANK MONITOR THIS APPLICATION WILL ALLOW AUTOGAS '1 EMS SOFTWARE AT BJ'S HOME OFFICE TO REMOTELY COLLECT FUEL - PRODUCT INVENTORY.DELIVERY DATA,AND SYSTEM STATUS REPORTS ALL WIRES SHALL BE TIE-WRAPPED FOR NEATNESS FROM THE SITE. AND EDSTAMLS - 3/4'EMT FROM ELECTRICAL'WIRING TROUGH illy - ;EDMAW'➢ G Ni a� - B TYPICAL SURGE SUPPRESSION PANEL DETAIL - - OT TO SCALE SCALE N O _ _ _. .......... .: ' CE,M&Nv G 0 PROBE/THERMISTOR INTERFACE MODULEPROBE THERMISTOR Es. 'PROBE/ ,I. 1 2 MAXIMUM SENSOR THERMIS70R e m0 output RATINGS r-- A ISVOC ISAMP I E5. r--- °. 08 O Q THERMISTOR#4 � I I PROBE(tl THERMISTOR 01 VESPOCLUS m (D m0 06m PROBE Nf4 BI 1€[ 4 INPUT:IN-TANK INVENTORY PROBE MODULE 4SL R5-23z INrERFAcEnoO(%E A SCALE:NOT TO (COMM. SSUANCES COMM.TO AUTOGAS CONSOLE) 1 SHALL BE INSTALLED IN LEFT-MOST SLOT.SLOT. I I !NO, ➢ATE DBS[RT%TON I I Mz I. NOTES' I I I I: THIS DRAWING IS.FOR REFERENCE ONLY.REFER TO INSTALLATION MANUAL I I INTERSTITIAL SENSOR-INTERFACE MODULE FOR SPECIFIC INSTRUCTIONS AND ENTRY LOCATIONS. FAILURE TO DO SO z 7 COULD RESLLT IN SYSTEM MALFUNCTION AND/OR EXPLOSION. I SEN4 - - MAXIMUM SENSOR - Ol7TPUT RATINGS / I 1 I I I I I A m0 ISVDC AMP Z. INTRINSICALLY SAFE WIRING BETWEEN RIGID MID THE CONDUIT WITH AND THE SENSORS SHALL BE IN A MINIMUM 21i95 RIGID STEEL CONDUIT WITH LIQUID - I a o TIGHT CONNECTORS AND JUNCTION BOXES. A SHIELDED CABLE tfl8 AWG • I I I I - MINIMUM SUCH AS BELDEN NN88760 OR*8760 HAS TO BE USED FOR PROBES AND SENSORS WIRING..ALL OTHER WIRING TO BE PERFORMED TO THE - C • - SENSOR FI SENSOR 38 HAZARDOUS AREA CLASSIFICATION STANDARDS.ALL WIRES TO BE GAS,OIL MID WATER RESISTANT. - c I I I. PLLD MAD B-INPUT INTERSTITIAL/LIQUID SENSOR INTERFACE MODULE 3. aL WIRING FROM THE DISPENSERS AREA AND PETROLEUM TANK AREA 7o I I cMIXXLE MODULE I BI B2 SCAIE:'N0T TO SCALE THE ELECTRICAL ROOM MUST BE CONTINUOUS. . II 4. ALL WIRES FOR LIOUIDNAPOR MONITORING SYSTEM MUST BE IDENTIFIED AS .. " PER SYSTEM'MANUAL'TLRER REQUIREMENTS. - I I -• ]�QU.SEGuN C®lYSU11.1fAFTIl' 5. REFER TO OTHER ELECTRICAL DRAWINGS'.FOR CONTROL WIRING DIAGRAMS - '-- 6. CONTRACTOR TO ENSURE THAT ALL INSTALLATIONS COMPLY WITH .- - MANUFACTVRER'S�SFECIFICATIOfS WITH REGARDS TO WIRE TYPES.SIZES AND _ WIRING METHODS. 1/0 COMBfNATIw MODULE I I I (��f � � 9x mD�Re-�oA® RELAY 'I C KC C RELAYRATINGS TO FUEL CONSOLE_---j I _ - I I I A6'ON�LAL�D7S .. .• FORM C CONTACTS. J I I ' DDD(�, I e 0 IZOYAC.2A MAX - TO AUTOMATIC CALL PROCESSOR----- I I ° ND 24VOC,2A MAX ° - - 1 AC LINE(HOT)__.- -.- __ - _ _ -`- J - ,i. - AC NEUTRAL wwo. - - CHASSIS GROUND--------------------.----.__--J I. w" .• PROS= ooE - eARRIER GROUND----------.-------------------I - 1 - u (Al2 AWG OR LARGER) ¢Z - _ - ILLN�llt1llLW61>,llll®1V®1V V. z '' -ROOT INPUT SCHEMATICLEGEND1DRAWW1 G5QVEEDE.R SCALEOT TO SCALE 2 INPUT/2�RELAY OUTPUT INTERFAGE'MODULE PART NUMBER-'SEE SHEET FS3.O - C D SCALE:NOT TO SCALE - .. % =DETAIL IDENTIFIER LOCAT70N VEEDER ROOT B CLUB mod' FdFIOE.�SAE,E 0.L" .. STORE#32E0 - 590IYANNOUOEI RED .1 DATE PROGRAMMED - - PORT SETTINGS IN-TANK SET UP(CONTINUED) - IN-TANK SET UP--(CONTINUED) PRESSURE.LINE LEAK SET UP LIQUID SENSOR SETUP "PLLD LINE ENABLE SETUP : EIXAPINES,MA 02601 ` P START IF COMPANY PROBE OFFSET:0.00 02 PREMIUM UNLEADED LI:REGULAR TNT. E3ARNSTAHE E C®LINTY I _ CO HMI/NICATIONBOARD 1 RS232 20.000 GALLON TANK 2 .I BAUD RATE=9600 MUST BE LABELED:TANK 2-20,000 GALLON UNLEADED LEAK MIN PERIODIC:25%=2.968 TYP: 1&P DUAL POINT HYDROSTATIC CATEGORY:'ANNULAR R SPACE 02:PREMIUM UNLEADED . . ADDRESS PARTY-EVEN T2:REGULAR UNLEADED - LINE LENGTH:TOO. LEAK.MIN ANNUAL: =5.937 t{ BIT STOP BIT=I STOP PRODUCT CODE:I PERIODIC TEST TYPE STANDARD - SHUTDOWN RATE 3.6 GPM :?-DIESELFREMILJM INT. ' - - IN-TANK ALARMS r DATA LENGTH=7 DATA THERMAL COEFF:.0007000 DELIVERY DELAY:3 MIN LOW PRESSURE SHUTOFF:YES - TRISTATE(SINGLE FLOAT)CATEGORY:ANNULAR.SPACE "T3:'HIGH WATER ALARM SEAL RS-232 SECURITY CODE:DISABLED TANK DIAMETER 120.000PHONE PUMP THRESHOLD:10% LOW PRESSURE:5 P51 T3:LOW PRODUCT ALARM' BJ'S HAS CERTAIN SETPOINIS FOR THIS SYSTEM,INFORMATION ON TANK PROFILE:20 PTS -• - L3:REGULAR STP SUMP COMMUNICATION BOARD 2 SSAT FULL VOLUME:19.95i 12.000 GALLON DIESEL TANK L. T3:PREMIUM UNLEADED TRI-STATE(SINGLE FLOAT)CATEGORY:STP SUMP 02::REGULAR UNLEADED NEXT PAGE. BAUD RATE=9600 90.0 INCH VOL 16262 - TLI�GIAPRLABELED:LAWC 4-12.000 GALLONQIESa DISPENSER MODE:STANDARD - ON-TAM(ALARMS .. o JOHN.G. yc WARRANTY INFORMATION MIST.BE FILED.PLEASE ENCLOSE A-COPY PARTY=NONE 60.0 INCH VOL.10.044 SENSOR NON-VENTED L4:DIESEL 5TP SUM "- 02w0N C� �'�• Ixp PRODUCT CODE 1 Ti:HIGH WATER ALARM 66 OF WHAT WAS SUBMITTED TO WEEDER ROOT. BIT STOP BIT=1 STOP SOLO IN VOL:3,801 PRESSURE 0.0 PSI TRI-STATE(SINGLE FLOAT)CATEGORY:STP SLAM W.49152 DATA LENGTH=BDATA METER DATA NO THERMAL COEFF:.0004500 TI:LOW PRODUCT ALARM- FLOAT RS-Z32 SECURITY CODE:DTR NORMAL STATE:HIGH SIZE:4.0 IN TANK DIAMETER 120.000 03:DIESEL IS:PREMIUM STP SUMP °tom VEEDER ROOT PROGRAMING WATER WARNING:1.0 TANK PROFILE:20 PTS TYP: DPP TRIsrATE(SINGLE FLOAT)CATEGORY:S7P SUMP RECONCILIATION SETUP rt IN-TANK SET UP NIGH.WATER LIMIT:2.0 FULL VOLUME:11.400 LINE LENGTH:TBD i BJ's SPECIFIC VEEDER ROOT SETTINGS-.2.28.02 MAX OR LABEL VOL•19,951 90.0 INCH VOL:9.05 SHUTDOWN RATE:3.0 GPM L9:DISPENSER 1-2 AUTOMATIC DAILY CLOSING TIME:.Z:OD AM OVERFILL LIMIT:90%=17.956 - 60.0 INCH VOL:6.007 LOW PRESSURE SHUTOFF:YES TRISTATE(SINGLE FLOAT)CATEGORY:DISPENSER PAN AUTO SHIFT#4 CLOSING TIME:6:00-AM U,v - SITE ADDRESS HIGH PRODUCT:95%-18.953 30.0 INCH VOL-2467- LOW PRESSURE:s PSI PERIODIC RECONCILIATION MODE:MONTHLY- '# THE ADDRESS MUST:INCUIIE STREET LOCATION AND THE CLUB 20.000.GALLON UNLEADED TANK I DELIVERY LIMIT:15%=2A92 METER DATA NO _ LID:DISPENSER S-4 TEMP COMPENSATION STANDARD NIMB(R:THE INFORMATION MAY BE OBTAINED By CONTACTING BJ'S MUST eE LABELED.TANK 1-20,000 GALLON UNLEADED LOW PRODUCT:1,200 FLOAT SIZE:40 IN T4:DIESEL - TRISTATE(SINGLE FLOAT)CATEGORY:DISPENSER PAN METER CALIBRATION OFFSET:0.000% ' i CONSTRUCTION:PROJECT MANAGER CCPM). TI:REGULAR ULEADED LEAK ALARM LIMIT:99 - WATER WARNING:1:0 DISPENSER MODE--STANDARD . ( - PRODUCT CODE:I SUDDEN LOSS LIMIT:99 HIGH WATER LIMIT:Z.0 SENSOR: -NON-VENTED LIL•DISPENSER 5-6 DflA � au23/0 THERMAL COEFF:.0007000 MAX OR LABEL VOL.11,9x. BUS SLOT FUEL METER TANK :a 8.15 WHOLESALE GLIB IFXXX TAM(TUT:0.00PRESSURE OFFSET:0.00 PSI - TRISTATE'(SINGLE FLOAT)CATEGORY:DISPENSER PAN $CAILIC': A5 NOT® 1 MAIN STREET - TANK DIAMETER 120.000 PROBE OFFSET:0.00 OVERFILL LIMIT:90%.=:IU.800 .. t ANYWIERE:'MA.01056 TANK PROFILE: PB SIPHON MANIFOLD TANKS T3:01 HIGH PRODUCT:95% _:11;600 04:REGULAR UNLEADED LIL DISPENSER 7-8 TANK MAP EMPTY 7; FULL_VOLUME:19.951 - (999)555-1212 LEAK MIN PHRIODIC 25%=4,987 DELIVERY LIMIT.S%=1.800 rYP: lRP TRISTATE:(SINGLE FLOAT)CATEGORY:DISPENSER PAN 3�? 90.0 INCH VOL:16262 LOW PRODUCT:1279 - SOFTWARE REVISION LEVEL VERSION 129.01 CEE=D my: qL LEAK MIN ANNUAL 50%=G.975 LINE LENGTH:TBD (: 3 : THE.DIsPENSER'NUMBERS sHOLD.CoRREsPOw'WITH:THE 60.0 INCH VOU 10.044 PERIODIC TEST TYPE:STANDARD LEAK ALARM LIMIT.99 SHUTDOWN RATE:3.0 GPM SOFTWARE O:x6129-100-0 LI3:DISPENSER 9-I0 NUIOEHING'BY THE ELECTRICIAN APmsTHE AUTOGAS'TECHNICIAN. SOLO INCH VOL 5.801 DELIVERY DELAY:S MIN BIDDEN LOSS LIMIT:99 LOW PRESSURE SHUTOFF:YES TRI-STATE(SINGLE.FLOAT)CATEGORY:DISPENSER PAN CREATED-09.01.29.16.00 ��T®]�f(e �^y�„ TYPICALLY,DISPENSER'.SH IS THE DNE,.CLOSEST TO THE ACTUAL METER DATA:NO PUMP THRESHOLD:10% TANK TILT:0.00 LOW PRESSURE.5 PSI i FLOAT SIZE 4.0 IN ' PROBE OFFSET:0.00 S-MODULE C 330160-100-A ) .I�IYAFJ�:' FE5. I Cam' WATER:WARNING:1.0 LW:DISPENSER IF12 SYSTEM FEATURES: 12 ODO GALLON UNLEADED TANK 3 LEAK MIN PERIODIC.25%=2,983 TI:REGULAR UNLEADED TRISTATE(SINGLE FLOAT)CATEGORY:DISPENSERPAN Tffi WeflMC1'I�NOIDCI®�� y. HIGH-WATER UMIT:2.0 DISPENSER MODE:STANDARD TANK TEST REPORTS MUST E LABELED:DANK'3-12.000 GALLON PREMIUM LEAK MIN EST TL..5096=5,967 PERIODIC IN-TANK TESTS ,�pm�a.mca: 1 MAX OR LABEL VOL 19,951 T2:PREMIUM lAlLFMED PERIODIC TEST IYPE'STANDARD - SIiNANL IN-TAM(.TESTS TANK TEST MUST ME SET IR FOR.A'ONCE�A WEEK. IAtiESS-A OVERFILL LIMIT:90%=17.956 PRODUCT CODE:I DELIVERY DELAY:3 MIN SENSOR: NON-VENTED SIR US:DISPENSER 13-W PRESSURE OFFSET:OFFSET:0.00 P51 TRISTAIE(SINGLE FLOAT)CATEGORY:DISPENSER PAN - HIGH.PR000CT.95%-18,953 ;< .. - THERMAL COEFF:.0004S00 PUMP THRESHOLD:Io%� �EDE�il�On'�.� P: MORE AGGRESSWEISCHEDUE IS REQUIRED BY LOCAL..CODE..-:TESTS DELIVERY LIMIT:Is%-2.992' TANK DIAMETER 120.000 OS:REGILM UNLEADED L16:DISPENSER I5-16 .. MUST BEGIN AT 12:01 Ah1ON SIImAY AND CONTINUE FOR FOUR LOW PRODUCT:1200 TANK PROFILE:20 PTS TRI-STATE(SINGLE FLOAT)CATEGORY:DISPENSER PAN HOURS LEAK ALARM LIMIT:99 FILL VOLUTE:11,400 LINE LEAK TEST'h1ETHOD TYP: lI'P EXTERNAL INPUT SETUP SUDDEN LOSS LIMIT:99 90.0 INCH VOL:9,740 LINE LENGTH:TBD SYSTEM;LANGUAGE: ENGLISH TANK TILT:0.00 60.0 INCH VOL 5.978 _ SHUTDOWN RATE 3.0 GPM 1 SYSTEM.DATE: . MON DO YYYY PROBE OFFSET:OAO - - 50.0 INCH VOL:2202 TEST MONTHLY.ALL TANK �IEI�IEI�I��� ADDRESS: FOLLOW SAMPLE' SIPHON MANIFOLD TANKS T#:02 - WEEK I MON _ LOW PRESSURE SHUTOFF:YES METER.DATA NO START TIME:12:00+AM LOW PRESSURE:5 PSI PLLD IIDIE�AIIII+�Q SHIFT TIME I:: 600 AM LEAK MIN PERIODIC:25%=4.987 FLOAT SIZE:4.0 IN TEST RATE:0.20 GALA-R 1 - LEAK MIN ANNUAL:50%=9,975 WATER WARNING:1.0 DURATION:4 HOURS OUTPUT RELAY SETUP PERIODIC TEST TYPE:STANDARD - HIGH WATER LIMIT:2.0 LEAK TEST REPORT FORMAT-.ENHANCED T2:REGULAR UNLEADED s - DELIVERY DELAY:3 MIN MAX OR LABEL VOL.11,873 DISPENSER MODE:.STANDARD RI;OVERFILL ALARM i PUMP THRESHOLD,10% OVERFILL LIMIT:90%=10.800 SENSOR NON-VENTED - HIGH PRODUCT:95%=IIA00 TYPE:.STANIARD.N NORMALLY OPEN ImIRA Ov NQIA'III�IR)LR. DELIVERY LIMIT:15%5% LBDO PRESSURE OFFSET:0.00 PSI T LOW PRODUCT:1.279 - - 'ZL;_OIN-TANK ALARMS` LEAK HARM LIMIT:99 LINE LEAK.LOCKOUT SETUP .ALL HIGH FILL ALARM 1 .. SUDDEN LOSS LIMIT:99 ALL:NiIGHPRODLKT ALARM �O® TANK TILT:0.00 � LOCKOUT SCHEDl1.E:,DAILY IG : _.,. ....... � �r liENa i . .AA WHOLESALECLUB 4'GALVANIZED. ANCHOR GENERATOR TO PAD ISS'UANQ,')ES STEEL PIPE 1„ NO. DATB DL>"iCRiPDQN 31, I/2•SEAL-OFF _ 6X6 WI.4 X WI.4 WELDED WIRE I 09/TLIS SITE ADAPT FABRIC MESH --(TYP.) 3'SEAL-OFF • (TYP.) 1/2'0 RIGID 3'0 RIGID CONDUIT - - CONCRETE.PAD - I CONDUIT(TYP:) (TYP.) - 3• - EARTH 1.57 FINISHED GRADE. - 2• 6' i SHIM AS NEEDED' 3' 2' IN A L' TO LEVEL SKID CONDUITS r0 . PENETRATE BASE PAD 6' A - - CONTRACTOR p IS TO ENSURE,AOEOUATE . SPACE.LA - Z. FRONT - BACK - ?DIEmGN coma JLlrAIN7C B ANCHOR BRACKET ^"GENERATOR CONCRETE PAD ELEVATION - GENERATOR CONCRETE PAD ELEVATION ems; /:PIPES BOLLARD S�CQTi'�.AQ�iil9 I('.�NIK " FOAM EXPANSION _ _• i* - - — . JOINT ..• il•-0 8. A o �1.1®Q.IF�ALIZ CT.UB OS n I o I) __...__._. _ _... _._..._ - 18YHIV N1L'SOU GDY,QaIl OED GRADE - o '•. off. .__ _UBANsII'AH.P� ®111N1r'w - O _ SEA➢. µ OF!{p NOTES: 5/8•X6'KWIK BOLT 3 V DZ:h'ONO2YI( yo PRESSURE IN PIPE TO GENERATOR MUST BE LADDER 12' W.C. I•-0� O FAST ACTING TO CONTROL PRESSURE REGULATOR T ACCORDING ATTACHED TO NOT TO METER B A , SPECIFICATIONS - IR'-L• - EP 24 2015 -A os/ze/zols :ski • 'j IP B SONOTUfE •� AS NOTED WITH CONCRETE'TI, C 112AWN IB1Ye 741 M FAST A TING GAS V �_t REGULATOR .. If1ECAC1Em I0`t`(:'AS.METER NATURAL GAS -mug NAM E: EI.D. 44 REBAR TIE PIPE °tffi (TYP.OF 3 cwrercTanm��� PER FOOTING) 4'PIPE a°vsoAwoA.>n.ac ®eu { ]mRAlVY`03QA 7f➢7flLE' P4 REBAR (TYP.OF'3 - i" PER FOOTING).. 12'0 MIN. - - SONOTUBE WITH CONCRE FILL 3' DIRAWENG NQJMM BOLLARD DETAIL BOLLARD TOP VIEW DETAIL GENERATOR PAD PLAN GENERATOR NATURAL GAS PIPE PLAN t �I. '0, SCALE: I/2'=.I•-0•— E SCALE: 1'=I'-0' F SCALE _ ' G SCALE: -0' uc 0® 3.9' TYP TYP - - - LOAD CENTER i (DUAL CONNECTION 13.0- 19.5' '80X)(OPTIONAL) SECONDARY CB $ O 63.8' - �_2.G• CONNECTION BOX ' 3€ 7 TYP LOAD CENTER IO.L' OPENING(OP'nMAU 42.6' MOUNTING HOLES 'CONNECTION TYP TyP (SINGLE ai (10PLACES) ALTAIR D B°X>. °"°`AREA - 'CLUB .,( 21.3' OUT Fat STIB�)P 3.3. W1IULES .,� TYP ......._.........................___o...-�._.._................,o �( OPTIONAL'SCtONOMY _ 7.2' • -_.___................__.._:_:,,,,.:,,. . HIGH VOLTAGE _ . O _........" • • • - CONNECTION BOX ISSUANCES 0 1i _ ..... ._.o_ ... .° • HD. DATE DESOR@iTON r I 09/22/I5 SITE ADAPT TV OUTLET LOCATION D SS.T .� O I° WHEN EQUIPPED W/ MOUNTING ! _ LOAD CENTER - HOLES OLlz4.a' SECONDARY HIGH VOLTAGE STUB UP . . ._.._. • AREA - w' • 11.6' '' K ALT AIR • - - - OUL I; - O PRIMARY HIGH VOLTAGE PEcoq+ENDED ELE°TmcnL$T11BiP5 . - G G - STUB-UP AREA (SEE DETAILED VIEW A TOP VIEW) 1 - 9� _ -_._ AC LOODCI�IET"T6 TOP VIEW RI6.7' R16.7' .. ... (NIGH VOLTAGE Bilb(4 PLACES) (4 PLACES) PRIMARY CB CONNECTIONBD% (LOW VOLTAGE OPENIN 4.7' 9 8' 2 b' -... __........ Go 1 - C C TYP TYP TYP III.B' LOW VOLTAGE - - -40.5' s OVERALL LENGTH - COW VOLTAGE CONNECTION BOX STUB UP AREA - 14.8' ENCLOSURE WIDTH� - H 10:2'. n TYP T.B PouOIDI&16180 s _ A - 1 _ A GENERATOR MONITORING SYSTEM AeouL oae®°Qaax - _. -IN •, �_- ...._. HIGH VOLTAGE t _ SCALE: I'-0' : �(e<¢n ' _....... --'. CONNECTION 80X ^ �"T�".9d1 '©' .NEUTRAL TERMINAL STUB UP AREA DETAILED VIEW 7. ......_ r I BLOCK NOTE: 5> - OL PANEL.(OPTIONAL BATTERY CHARGER INSIDE) - � ._ .. I - O O 20V 20A GFCI 8250W.ISA OUTLET(OPTIONAL) ] S5.3' - MLCB OCONNEC'f10NPOINTS FOR CONTROL WIRES PROVIDED IN � �(��T(�1u��L 1 - _ - HEIGHT - THE LOW'VOLTAGE CONNECTION BOX(USE LOW VOLTAGE - ENCLOSURE _ _ HEIGHT - - 40.7' ' STUB UP AREA)©1�.41'�lE�rF.�NI , ...__. _ ......:... - OVERALL OBATTERY(12 VOLT NEGATIVE GROUND SYSTEM) ( 1 .�� e)[e� ® .0. - 26.5' CONNECTION LOW VOLTAGE BOX HEIGHT OMAINLINE CIRCUIT BREAKER(MLCO),AC LOAD LEADS '- 9 STUB UP CONNECT DIRECTLY TO MLCB.(MLCB HEIGHT MAY VARY WITH CB SELECTION) CENTER OF GRAVITY AND WEIGHT MAY SHIFT SLIGHTLY DUE TO UNIT OPTIONS LOCATL G>DOOR MUST BE ABLE TO OPEN AT LEAST 90•TO BE REMOVED - lJ OENGINE SERVICE CONNECTIONS: ,Igp. W�'�r.1"LWM]g CNAM 8:0' INLET.L/P GAS'=1'-1/47 NPT COUPLING 37.0• 18.7' 64.L' - - .�.][®LHIEaIl�O 5.8' CLEARANCE INLET LIP LIQUID-�'NPT COUPLING LP LIQUID H TO BOTTOM NLET NATURAL GAS=I'1/4'NPT COUPLING I1YA[�3) UG'HI Ism MLET- O OF LONNEGTION OIL GRAIN=}'NPT COUPLING FIWA�1\Ytv16S,MLA\02W31 - 40.5' BO% EXHAUST OUTLET=3.0'I.D. •� r N.�_,,.�]L�,�.® �. 1 40.0' OIL GRAIN RUG BASE FRAME WIDTH 4.9' OPPOSITE SIDE - Oj NATURAL GAS/ O B AUXILIARY 0 NECTION 80X,1 UNLESS AN OPTIONAL LOAD CENTER INS INSTALLED GE LP VAPOR INLET _ F (OPTIONAL) OEPA AIR QUALITY REGULATIONS REQUIRE THE CATALYST TO REMAIN MOUNTED C.O.G. IN THE FACTORY INSTALLED POSITION OR WITHIN THE SPECIFIED MOUNTING ] - 4.0' - O - LIFTING EYE „POSITION DETAILED ON THIS DRAWING UNDER PENALTY OF FEDERAL LAW OIL DRAIN (4PLACES) tE OPPOSITE SIDE INN LIQUID 4OX 60.SLOT BLOCK HEATER �JONN O II.57X2.361 `L G O BOTTOM OFGENERATOR SET MUST BE.CLOSED TO PREVENT PEST a O2'.YONO�"K 67.1' - INTRUSION AND RECIRULATION OF DISCHARGE AIR ANDIFIR IMPROPER COOLING AIR CIV:i NATURAL GAS/ FLOW Y``V a81E2 . LP VAPOR INLET WEIGHT DATA MOGENERATOR SET MUST SE INSTALLED SUCH THAT DISCHARGE AIR IS NOT RAL 92:9' RECIRCULATED. BASEFRAME/OVERALL OPEN SET:875KG[1929LBS] I LENGTH STEEL ENCLOSURE:200KG[441LBS] 'O CIRCUIT BREAKER a - -AC LOAD LEADS CONNECT DIRECTLY TO.BOTTOM OF BREAKER ALUMINUM ENCLOSURE:66KG[I45.SLB5] -REFER TO LUG SIZING CHART AVAILABLE ON GEN-CONNECT REARVIEW _ (SEE NOTE'F) PLAN VIEW :< MOUNTING BOLTS OR STUDS TO MOUNT UNIT TO CONCRETE PAD : EP 2 015 Al -� SHALL BE 5/8-II GRADE 5.(USE STANDARD SAE TORQUE SPECS.) IU).A7 05/28/2U5 ,-, �CAILI&. NOTED j Environment Engine Selected Generator&Alternator 60 kW Gaseous Genset-Sited rated 60kW ]W]PcAWNi Jay.•M7✓ ' Ambient Temp: SOOF/38C Duty: Stnadby Product Family Method: Auto Select 6.8LEnginewithStandard(60kW)Alternator C)LCIE��SIc )yi _ ).5 Elevation: 1000ft/305m Fuel: NaturalGas Product SG Gaseous(Single) Load Level Transients Harmonics APIfGS®4'11�i1811: ,�,.k U.S.EPA Required: Yes Module Size: NA Running: 96%Fdip(Hz): 0.9 THVD Cont: 5.90% Electrical Configuration Sizing Method: Auto Select Peak: 92%Vdip'(%): 9.60%THVD Peak: 5.90% � ELD-G Phase: Three Phase -Generator Configuration Generator. 60kW,6.8LModule 1;€ Frequency(HZ): 60 Application: NEC 702 General -Alternator. 60kW ProjectUmits F dip(Hz): 15 THVD Cont: 11.00% 101RAQn7fllE�E I] Voltage(Nominal): 208 Enclosure Type: Weather Max Loading: 100% Vdip(5): 35.00% THVD Peak: 13.00% - ?� Voltage(Specific): 208volts Sound(desired): No Requirement Load Summary-Connected Load.of54kW �I 1: - Fuel Tank: .Sub Base 142 Running Transients Harmonic ' Electrical Performance Run TIrne.(desired):,... _24hr kW: 54 kW(Step): 25.9 kVA: 15.3 Q'D1E1 1 17f�I�F�P+�A�G MaxRunningLoad:100% kVA: 68 kW(Peak): 57.7 THID Cont: 28.70% t Maximum Allowable Transients LoadSequence Configuration PF 0.79 kVA(Step): 32.9 THID Peak: 28.70% - Voltage Dip: 35% Cyclic#1: 75%After Largest - Frequency.Dip: 15hertz Cydicff2: .50%After largest I�IRAi GF�]IJFu➢1&I&I!t Maximum Allowable Voltage Distortion(%THVD) - g' Continous: 11% Fg. Momentary: 13% o sic. .. ... �I 3 6 O O 2 ., is �- - - -{- - - - - - - � - - - - -- - - -- - - - - � - - -'- - - —�—'- - . . a R8 STA40E BADVO; THH4101E BALK80ARD CQNELTION TO .I . CANOPY FM - l I FIB STATION'gD51 McHenry h Assoclatea-NGorpoTated H87nUc LOIRweImON. LCCATIONe bee Kd47OWN6 - ° ti Fa° 1 Mc &A • _- o . Consulting Engineers est.1960 ' - � FUaF AIATe,CONTROLT _ j PiIAaR�®wxrroP� 25001 Emery Road,Suite#200 PANEL SE NS AT ao• -I _ Warrensville Heights,Ohio 44128. o AFF. Phone:216-292-4696 Fax216-2gM-W74 ik . Email:rTM8il@n Chelu mciates.com g• �— — _ — GP 9 a ' J r z UJI = cm O Z O co) Z i 0 _ z T) N § Wgzcn GC _z z cc ... © FBIn tE/LABEL SYSTEM HANIAL RLLLSSTAATT1ICK FLUSH MMNTED AT 46•ABOVE f0aw ¢ V' Y/ D.DATA C RCU T AT N6 TP- L EIEQRif%CONIRAOTDR SWlL Vf32PY EX/•OT NRRG SIC FLOOR ro GBOHi6E OF BOX t Ofi1ONAL ISSM DAM SI�D®,TMS7®PABt YITII MWOFAOTIItd3t5 N%NS DIMFAI6 iN10R iT/ .+5 FORE ALNW STSiBI SbMW_HOrel Mn ADA STROBE,fiIEH FM0191T®AT 83 ABOVE 08.24-16 5 AV.VI9NL U%=2 414 . 6RADE TO CB(rB4.M OF BOX,ed-UfOELARATM E¢ NDIO GRLIIT 2 fb TSP INSTALLATION. FM ALAFH SESTET SMXE DETFLTM - AUTHOR®USE g� \I/ \1/ 2 ALL DEVICES TO LE FIELD TESTED KITH MrrEN '® Z' CMWATM OF SYSTEM.MWOFN ALL TESTS N THE Fdff AIAR1 SYSTEM MEAT DETECTOR U7t431NAnONXTr/,STRT % PftESBYE OF THE N1ntlW1Y HAVIG.LRISDIGl1011 p ❑ DESM.DEVEI.OPMENT ADJUSTABLE 6 TdTO:lb W F FIRE ALARM SYSTEM LONIROL PNEL AV S. F8 SPEIZVI NbON 0OF S(STE61 R IN C04W ® HOWTOR MOOUE FOR COMCLTION rO TFE TiI� AN GOPC 91PPfZ£:6bH ST5TBi NT6EALE TOIRnABIDDING YeT>Stl1E5111 Faz,•6Ta/ MONITOR MODULE FIRllTONMG 93MCE(mt BE LAID FOR 111'TIE cwEa. - ® BUILDND PER►gT 1 FOR FLB.GALLOP! D TEAT - L tYl ITB?'ARE TO BESfl11D OFF 1FE l3.TLTTdOAL OWYINSS.ALL DDB61Q6 ' A _ " 911FRFSSION Sr.TBI �� 4.'fLa CANOPY SHRiiC4LTl SYSTBIYILL�FROV� 5H0{N NEST BE NTN TIE ONER PRIOR TO ROIKIM41 S.CONSTRUOTM w BY SI PPPSSIOH SYSTEM V50M Er.SMALL RRNSN - ❑ . AND HIM NTEWALE M01M E AT'SffFOSION SYSTEM 6ONTRDL MEAD FOR HON ITURM BY1W ALAIZ M CONTROL PAM EL. FACP CtIRRatr DATE, S. oB z�TES .tlO1GATi0N DEVICE 944U BE CoaWAYM IlOf6!/ SM71a:DETECTOR ADD s�,� STRO$FEW ADLSTABLE 6 rd TO g0 td ALL J ABOVE PANEL_SD F FUN.STATION STROBES SMALL SYMYAPDNM, OONnIf4:TOP MOST VBUFYAl1 ^ b. FHR ALAt61 PANEL SNAILff$OLD STALE, CLENWJCES&01MENSIONS INFIELD !I 4 ADDFBfiAHE ANND6 PANEL PnN CLAY•B'BELL DnAVANGOESCRIPnON CARCJ.Yr:ALARM AND TR0.BLE:INDICAl70N BI'DEVICE 24. NOIN BAITBLY BPCgP AND PNEI.SEAM NTXLATION ' D LIEiBS 6 T. SYSTa+awiBESPIRMBYOMEFwaPAC-iumc FALARMUEL tPLAN IRE 44I6 ro TB.B4M m ro D®ICATID B"G00ARD FOR 6 TIE F3lntaE.5151@1 SIWl CA�LY NTN ALL API'LKABI.E - _ To KTM tZBbfE TE ` -lJSnIK 91C11UIN611E IFPA'QUI..R4AW LOCK-ON TIE STALE ANO Lq',y,FBME IWUVdl ,' •. PAM 4 FW ALARMSY5YB4NVllIFACTLiHt'SNAl1 PROVIDE/4L - USCAM �1BY n ' �T>£gIIRBD eY lA'.°TL OFTiC1AL5 FM FS?IT J08 NII®Bi fYE01®6Y LIFPTED TO,BA TERM CPI.GI.ATI016, TYPICALRREALARM:VNFlIWGDIAGRAM E"aPAr°feAILFt�rna�6`ars�T��orw+rs m>a wEN SCAM Now DRAIlt Flo.' - E-1.1 A :W _ ....... - .................. _:.: . .. _ ....... (CAMERAS TO BE! w ( -- --- - - ---- - -- _.- --, FIELD VERIFIED) fr�1-•� p 16 zl I 0_.: c�us t i o ® ls1 W ' PP TW. -- ---_... .._........> _..- ---- -- - - -- - ISSUANCES EDGE OF CANOPY' _ I- 11 NO. OATB -DISCRUIiON DISPENSING HOSE I 09 HMS SITE ADAPT QI O OOO O 2 p 3 II D FU Y EXTENDED W ---- . ..r ,... ' KDIZLE LOCATIONS PLAN VIEW iYPicAL AIL DMPBNseRs' c zz a I B SCALE: I'=15'-0' .. OQ Q - 1•CONDUIT RUN TO B ALL PENETRATIONS THROUGH - A. ®• a CANOPY DECK MIST BE WATER REMAINING TIGHT(CRITICAL)AVOID EXPOSED HEADER BEAM EOUIPMFNT - .. TOP OF PWLIN NDTEI covwli irneem TO eE QO O THREADS ABOVE CANOPY DECK In'COMPRESSION -- -� A WHERE POSSIBLE FITTING INISTROF CHANNEL TO RUN NEMA mm ' ON TOP PLKIN FOR - HEN1A'6' JUNCTIW PLO%' YSIATEATDW DivT�AUATga f°H Ijl I,I CONDUIT SUPPORT, _ JUNCTION BOX In'LIQUID TIGHT Top IFAOS NWY OE • - I/2•LIQUID TIGHT CONRIIT CONDUIT(FIELO --I>EWDEn ro K° 4TB INsrALAnw. - •" - (FIELD GET NE LENGTH DETERMINE LENGTH TO IIFe 'SUIT) - T - ' TO SNi) p iO�u TpweE. i " - CAN DRAIN 1/2•WT LIQUID /2•THREADED _ALL CANSK Pm FCR sMNaSIW TEAT AND COVER 'THREADED I?NFT LIQUID TIGHT ADAPTER � STaoB j TIGHT ADAPTER' 12'WIC COUPLING HEAT DETECTOR W/LB G MMETSEAL BETWEEN GROMMET SEAL BETWEEN - ! 6' TIGHTENED TO MAX. HEAT DETECTOR AND I/Z'WIC COUPLING HEAT DETECTOR AND HWRNEM TBE�DEDL I' W 2OFTHB TORQUE CANOPY DECK HEAT DETECTOR CANOPY DECK au COMEUITS µ IO TO IZ' NSTA.LED W/LB HEAT DETECTOR - SITE PLAN ,. NWPiT�.T=s`w°I°`iBe10s �aD D scALE: r=20'o ICED NE DENBA DnRM TW s D30EGN(C®n�OJII QAFI7I TYPICAL HEAT DETECTOR LOCATION TYPICAL SECTION AT MAIN J-BOX SECTION.AT TYPICAL NEAT-DEI tCl'UK LOCATION ..ILH�„DETEDFWR6GI�METgALs IB s FDR TIE IEAT DFIDST-SHILL RED ON WHITE SELF SERVICE Q! ISLAND SIGN le•X za•(FIELD CHEMICAL HEAT DETECTOR DETAILS I i POSITION) CYLINDERS _ I J SCALE: NOT TO SCALE. 4 /4- NOTES: LEGEND GENERAL REQUIREMENTS:, � � ��• w •. I POR TIVf UMOMG BARB ER SEFFPICATIOS I. 225•HIGH TEMP.AUTOMATIC THERMOSTAT INSTALLED ON 15 FOOT MAIUMUM CENTERS INTERCONNECTED TO FIRE SUPPRESSION -SD THAT L2 F.4.57 THE DIFPE BOB6 MOTOt FI,d BY MEANS R SELFSERVKE AUFOMA ED NSP 10M F THE SIAYL IN PHM TEED. INSTRDTI W AT D19£IJSER UPOV DIED THAT THE ARVGWT R SWI A SYSTFTI H45 9�IMRTFD CRPLfIE M.NS AYD 9£ff CATIONS OF TIE HWOPOSED WSTAWFIW TO O NOZZLE ff1E D PoSTIOO EPoSRTM LIH TIW BAW FR TO BE 5 SYSTEM.CENTER M UN EACH IAAM PROVE DISPENSERS. TIE STA E HFE AND-.HE OVANIED BY TIE tE E ISED EXAIIW VA H THE MIFHORRFD M G.L[.>,T 8 d D HAS STARED APPRO A �� t 1 I I .1. I LDNFIAXXIS v'CADOVES AL'X A4-REP: I. CCTV TIONI MOUNTED IN CANOPY DIM. AT ISLAND WITH COLOR CCTV DISPLAY AL LOCATED ANAL CASH SIMULTANEOUSLY TIE. OF SU:H MANS AND f W1NBR PROVDED THAT THERE CdMR.IAiE-WITH TIE FOLLONING: 2d" I W L AW®uiETR3 MM CROSS SCREEN WITH AREA WITHIN THE RIRAME 5 HNC ES B MONITORS SHALL AMER Y ALL CAMERA ANGLES SIMLLT/WCpT3Y ON THE 1 I I 1 I I ODFRCONNECTIHr GROOVES.EOUNLT SCREEN WITH A MINIMUM PICTURE FRAME OF 5 INCHES BY 6.5 UNDIES PER CAMERA. I. TIE SERVICE STATION IS DOER THE CONTROL OF THE O HER.OPERATOR OR OLLY ADFNGRTLED EMPLOYEE WHO SILL BE ON - 1 FIRE SUPPRESSION NOZZLES TO SPADED W MN 12'-LP CENTLIS S. INTERCOM SPEAKERS AT EACH DISPENSER WITH MASTER CONTROL LOCATED AT CENTRAL CONTROL AREA. OVfY AT Al TINES WHILE MOTOR FIR IS BEING SOLD OR DISPENSED. HAVE QUICK SEAS WHERE IT 4. OVERHEAD FIRE SIF'RESSION PIPING(SUPPLY). 2. TIE MOTOR FULL SHALL SE DISPENSED ONLY BY A CONETENT LLCENlgD MOTOR VEHICLE RELATOR M RY THE SERVICE STATION mp.I�•1� O FIEL'OISPENSER 2 Y'GROOVES SHALL BE TROWELLED IN �dluea. PENETRATES-THROUGH THE S. ORY CHEMICAL CYLINDERS AS REQUIRED BY MANUFACTURER OF SUPPRESSION SYSTEM WITH REFERENCE TO U/L APPROVEO ATTENDANT. *F,i CRDRETE SLAB. I I T I 1 CANOPY INSTALLATION AND MAINTENANCE FWNIIAL: - 3. APPROVED SIGNS BEARING TIE WORDING EXTINGUISH ALL SMOLIND MATERIALS AND STOP ENGINE WHILE REPBIING'SMALL BE - ( I - I I 3.Y'GROOVES SHALL BE A CONS Sl'ENT;. 6. OVERHEAD FIRE SPPRESSION PIPING(piSTRIBUTIDN). CIXNSPICUO)SLY POSTED AT BOTH ENIDS OF THE%IMP DISPENSING 13AD VISIBLE TO APROACHING VEHICLES.ALL APPROE0 ,I Y SIGNS REWIRED SHALL CONSIST PF BLOCK LETTER MT LESS THAN TWO INORES W HEIGHT ADM EITHER RED 1ETrER W A _ O POSITIVE LIMITING I I R.- I I I e _ _ MOTH A DEPTH FRB THE ENTIRE A- ]. NOZZLE. WHITE BACKGRRIO OR WRITE LETTERS RI A RED BACKGROUND. 'E 8.'NO SMOKING AND TURN OFF ENGINE SIGN.- _ 1',:: BARRIER ( I £ I " I ( L.GROOVES MUST BE KEPT OEAN OF ART 9. GASOLINE DISPENSER CONTROL CONSOLE EQUIPMENT WITH COMPLETE EQUIPMENT SHUTDOWN EMERGENCY MODE U/L APPROVED. 4. THE CONBROLWG fECFAN4M CONSOLE PROVIDING POWER TO THE FK.PP MOTOR S IN C016'TANT ATTENDANCE BY THE QNNER. - : ��3m Jm(aumD 1 w I I 1 AID_M. 10. HARD OPERATED 40 ABC FIRE EXTINGUISHER RERATQR OR RAY AUTHORIZED EMPLOYEE AT ALL TIMES WHILE MOTOR FUEL IS BEING DISPENSED AD IS FRO E LY PROTECTED 11. CONTROL CENTER. AGAINST ABYSILA DAMAGE FROM T�Ot VEHIOES COASTAL ATTENDANCE SHALL NffAR THAT 1 fE CUNSRG RFRA1 WR MtbT .CT•R•?TTDI LL?en.+•III iL 1.\i'TT J +X _ / ) I I I FT O. FIRE SIPPES910N STRIKE PONi-FOR END OF ISLAND NOZ21.E PINT POINTS REFER TO THE LL LISTED PYRO-CiEM.,WC.']FIE BE AT THE CONOLE BRING I - LY LL W/Ip LLIILi 11[1lLV IAl S. IIEIE 5 CRSFAM CONTACT BETWffIR THE CONTROLLING NEGNV1141[ONS0.E OPERATOR AD THE RMP 6T.AID RY NEANr".,OF }}��T�,�,�ii�TI• RR (�r�Rv1T y�T X #- L� O2 NOZZLE PINT 1 I I £Z I I ( z ATTENDANT II',TECHNICAL MANINI. AN IN ERCOMM9NICATION SYSTEM MO/SHALL BE MAINTAINED W PROPER OPERATING COOT r1ON AT AL TIMES WHILE-MOTOR B1V JP 17 t1We�C.1ll ll®1V PORN 1 1 1 I I 1 13. SUPPORT/COLUMN - S FUEL IS BEING OISPENS:O. - '1 GASOLINE OR DIESEL DISPENSER t/ APPROVED WITH AUTOMATIC CREDIT CARD READING DEVICE. 6, p tYAMS IS PHOVIOED FOR THE[RJTRRI.ING MECHAMSK CONSOLE OFEMTOR TO OBSERVE THE FRLNG O9xAT10N AT EAOM 'S 15. POSITIVE LIMITING BARRIER ABOLPD PERIMETER OF'GEUF SERVE GASOLINE OMPENE ING AEA VE«ICRE•AND THE DISPENSING OF MOTOR FIR SHALL BE CONTINUOUSLY OBSERVED BY THE CONSOLE OPERATOR DURING THE SELF SERVE GASOLINE DISPENSING AREA. THE THAT A!Y OF THE PWPS IIAVE BEEN ACTIVATED TO DISPENSE MOTOR FUEL. SN I 1 1 I I I • .. 17. APPROPRIATE INSTRUCTIONS FOR USE AT EACH SELF SERVE DISPENSING NOZZLE. ]. UNRELATED BUSINESS(VENDING ALIENS CONVENIENCE FOOL HARTS,AUTOMOTIVE REPAIR GARAGES:fM WASHES,ETC.)SHALL BE rc;W TRAFFIC FLOW ARROWS OPERATED BY OTHERS. �''UA 1 I I I I 1 w. TL SAFETY BARRICADE. • B. 1tE CONFROLDNL MECHANISM carnL INCLLm'A muorelEcr swlrOB rWrcN wIu:INsrANTLr cur OFF AL PeaING POWER 20.LIGHTING WITHIN SELF SERVE DSPENSING APFA. - TO AL MOTOR FUEL PUMPS AT THE KNV CE STATION. 21.CONCRETE MAT SURROUNDING'THE DISPENSING AREA SMALL BE MADE AS LEVEL AS POSSIBLE. 9. THE CONTRQLING MECHANISM CONSR.E.SWITCHES AND RELATED EQUIPMENT OF A DESIGN AI TYPE LISTED FOR USE WITH .• 5,.. 3 22.FACILITY. THE DISPENSING DEVICES 23.MANUAL RELEASE LOCATED IN CONTROL CENTER CONVENPNT TO ATTENDANT.REMOTE RELEASE ENGINEERED BY FACTORY, D. AIRY PERSON,FRM OR CORPORATION CONSTRUCTING A 91F-SERVICE FACILITY OR MAKING CHANGES OR ALTER4TIOS IN.Tiff Pee •- 10' 10' INSTALLED RY AUTHORIZED FIRE SUPPRESSION COMPACTOR. METHW OF OISPEMNG MOTOR FUEL.OR TO THE P EENGMEH®FIXED FIRE E%TIHGUMHt%GYSTEM(S)OTHER THAN NORMAL imrD�YJ�jv_IC`.A�IGICI CLUB _ MAINTENANCE. TO THE SELFSERVICE DISPENSING ISLND ARAANG�(5 CONSOLE IN A O GE OF HAZARD AREA HAZARD AREA HAZARD AREA FROTECTON, H.NIRONNENTAL CHANGES REEMTIM IN THE INABILITY 4 OFEMTOR TO CONSTANTLY OBSERVE THE u ® 1�i Il�11l11ryT� .. • - . ^- • a - PLEL 05PENSING OPERATION,SHALL NOTIFY THE HEAD OF THE FIRE DEPARTMENT•N MRITID,PRDRTO SBMITTING PLANS TO SIM MI(A NN`(Du WANT ED (CAR 527 1.00 RJ:.).4.2.0 F-71ES OF MIT SOAVE FEET OR LESS OF RETAIL SAES AEA AND EIGHT OR LESS FLRING POSITIONS MAY BE THE.STATE FIRE MARSHAL. �T�T�� -I - - END VIEW-ISLAND PROTECTION • OPERATED RY ONE EMPLOYEE.FACILITIES OF MORE THAN QXO SOUARE FEET OF RETAIL SALES AREA AND LESS THAN EIGHT POSTURE-1 BE II. SELF WICE mTWATED MOTOR FIELDISPENSING SYSTEMS SALL BE EQUIPPED WITH AN OVERHEAD FIXED FIRE EXTINGUISHING= 5U YAa.�NIS,FJAA�L 33 SCALE: NOT IS SCALE OPERATED BY MORE THAN ONE EM OYEE BRIO NW PEAK BUSINESS HOURS.NDN PEAK HOURS SMALL BE DETER„INED BASED UPON ACTUAL SYSTEM OF A TYPE APPROVED BY TIE STATE FIFE MARSINL,DETMIL WHICH SHALL M INCLUDED WITH P SUBMITTED TO d CUSTGE COUNT TAKEN BY THE OWNFR/O TOR DURING AT LEAST A M DAY PERIOD MEN THE F-Ty IS OPERATING.A NON HEAL HOW THE STATE FIE MARSHAL FDR APROVAL' - •. ��iu .eiT l: � ��� � SILL BE ANY 6O MINUTE/fR1UD OWING WNICN R OR LESS CVSTOIERM RRCHA MOTOR FUEL.RECORDS OF CUSTOMER COUNTS AND MOTOR 12. THE USE OF AUTOMATIC CREDIT CARD READING DEVICES AS A MEANS OF PAYMENT AT TIE MA1P L4ANID SHALL BE ALLOWED . TYPICAL APRON CORNER AND GROVE SPACING DETAIL SALES AND RECEIPTS SMALL K MAINTAINED BY THE OWNETuOPERATOE AND SMALL BE MADE REAOLr AVAILABLE W W REQUEST OF THE AL7. MB°L'1°EO TRt°T' ' A EACH SALE STALL.BE.INDWDUALV ABMIRIZED BY THE SflF-SHOVE ATTENDANT. ���� ����� O�n QMD a THE(PDT TIC CAD HEADING DEVICE SW1 Not BE USED AS PHYSICAL AUMIORIZATION FOR THE OISPB.SING OF LS UV STATE FIRE MARSHAL NOTES: p THE A TO1ATIC CREDIT CAD fdAONG DEVICES ARE INCLUDED ON PLANS SUBMITTED TO AND APPROVED BY THE STATE FIB .RIEAII. MINIMUM I-HEIGHT MATE l.El-CEPS 2'4' I.ALL DING ND AREAS$HALL E TIION.THE SYSTEM A LRTBD R 1DE COEDAND PRE-ENaNEE 4R PROTECT ENTIRE WIU-MIND SYSTEM 1M D'P( _ - ON RED BACKGRLUND _ • 'N J+,� •2 GROOVES 3 DEEP MIN. HOLDING UFf ES LION SYSTEMS PROTECTION.THE SYSTM SHALL BE DESIGNED AND B6TALED TO PROTEGE THE ENTIRE SPILL AND HAZARD AREA STATE FIRE MARSHAL..NOTICE: 2.C IE SUPPESSION SYSTEMS SSUE BE INSTATED.AMID MAINTAINED 81 COMPANIES AND PERSONS'HO.OWG THE REQUIRED CERTIFICATES OF U4'CEEP.MAI.GIBO)VE - JDNN G. HN _ 3'-T DEP1N AND MATH TO l'R7MI•ETENCY AND(EGISTRATION ISSUED BY THE MARSNW_ •' SHFSLT3VE E%TiN6U1911NG SYSTEM SWLL BE INSTALLED W ACCORDANCE WITH STATE FIRE MARSHAL APPROVED pFINDNC2YK y (T IS UALAWRFL TO 01SPEFASE • RE-COSTAM 3.ALL FIE SUPPRESSION SYSTEMS SHALL BE INSTAL AND MAMAIIED IN ACCORWYNCE LVITN THE RROVI51016 OF NFPA li(SEE CHAPTER 2 ff' MAILS, LIVIL IN ANY MUTHORMED )1 • pp va•��� 52]CMTR 1.00 F W HIE CURRENT EOITIOU,AND THE MAJIPmTUAER'S INSTALLATION AND NANTENNR�MANUAL AL E%TINGQM,NG SYSTEMS OISIi�SI-SYSTEMS AND CONTROL EIXUD}HRT SHA1 BE UDERWBI ERS LABORATORY 10.69152 COTJTINaAB�S INVR)iOtfT D L'-3' IS' 'A9HN TK SEALANT 4.CLOSED CIRCUIT TELPVISW(CCTV)COVERAGE IS REQUIRED ON ALL F1ElMLG POSITIONS.CCTV MONITORS SNIT D19LAY ALL CAECA ANGLES a DE)L6T�. SIMLLTAHEOUSLY ON THE SC EEN WITH A MINIMUM PICTUE FRAME OF PAS CONTAINING CREDIT CARD READING DEVICES SHALL NCIUDE TIE LANGUAGE FROM SIT CH R 1.00.SECTION O TIERED ATIH®RMY ON DUP/ °M�fi 3 DIMIEIRSXw 5 INCHES BY 6-5 INCHES PER CAERA CCTV SNIT 0E DISPLAY IMAGES N COLOR. G 5.m NIERCOK BYSTEH a TEORRED BETWEEN THE CONTROL CONSOE AND DB'EISNG ISLAND. a FAILU.SO 0L EA 6Y ORDER OF THE STATE FIRE MARS S' 6�iw6O 3'A' • 6.THE CONTROL CONSOLE WILL BE LOCATED W DIRECT LINE OF SIGHT AND WITHIN ZOO'OF THE MOST{EMOTE DISPENSER.DLSTNICES GREATER o FARAE TD CONSTRICT INSTAL OR MANTRA AIRY REVOCATION OF THIS APPROVAL. SYSTEM ON RACERUIE IUDKATED ON THE I: APROVEO MANS BY THE E CASE FOR TMBT WED ONI THE OF THIS APPROVAL _ 1 ON PARTIAL MAYBE APPROVED AT THE SOLE ACLDISCfffIES OF TIE MARSW.. - e MANS APPROVED IS THE OR ERRORS ON THE ARE APPROVED S 0 H CONDITION THAT THEY A VT OF OAT ING WITH RESPECTS TO 52] 1 J- ).ON PARTIAL(SKIT SERVICE)YSTMSSELF-SERVE F BE AN ADDITIONAL FULL SERVE WHICH WILL DISCWI.E['P POWER TO THE SiFSERVE BSANID MD 'W SIGN SPECIFICATIONS: MINIMUM'I/Y HEIGHT RED LETTERS 1• 6 e ACTIVATE THE SUPFRF.SSIONSYSTEM SHALL BE INSTALLED m ON THE FLLL SERVE USLAD. APLICABLE-REQUIREMENT•OF 04t I.O0. DO NOT PLL&VE THE ANPLIGANT OF COMPLYING WITH AL ON WHITE BACKGROUND L B.THE CONORETE;Pm SWROUDING THE DISPEMIM RAID SMALL BE INSTALLED AS LfVEeL AS POSSIBLE.THE POSITIVE LIMIT BARRIER SAL BE „ STATE FRE.NARSHA APPRDOF CP PLANS TO CONSTRUCT/PENOVATE A SELF-SERVICE FmILITY BECOME NUT AND DIMENSIONS:0 X 16' NOTE:END OF ISLAND NOZZLE NOTE:MAIN ISLAND.NOZZLE V-GROOVE.EDGE OF SLAB SECTION INSTALLED IN THIS Pm WITH THE OUTER GROOVE LOGIITD NO FURTHER THAN THE PROTECTED HAZARD AREA AS DEFINED BY EACH$LPPESSION VOID ONE TEAR FROM THE:OATE OF APROVA. ;1 COLORS:WHITE BACKGROUND WITH RED M S UNG MAVNUM HEIGHT ABOVE PARIUM MAXIMUM HEIGHT MOVE PARKING - - - SYSTEM DESGR -' -P. SURFACE 15- SURFACE I5'-7- - 9..A MEANS TO INSTANTLY DISCONECT THE POWER TO ALL DISPENSERS AND ACTIVATE THE SWPRESSION SYSTEM SWLL BE CONSPICUOUSLY 1 CXBF�D@APD691TdRHBOESQEE,INVEREVEIV®TIEIIRAO®WPORBATIOIAD e i 05/2B/2015 WARNING.SIGN SHALL BE COISPIC60SLY PfbETED MANED AND LOCATED AT TIE CONTROL CONSOLE MYENYdIgMEDGMENtOF. 3' W THE FRONT AND BACK OF THE NSPEUSER, O NOVA 9ND IDtOE II.THE IFE 6 ATTOIMTIC.CFEDIT FEAONG DEWCES APE PERHTTED PTt [Y THAT THEY APE IDICATEO ON I E PANS A DCOMP.Y-TNT. - I LETTERING SIZE AND LOCATION.SALL BE.AS A ao DF aAn IaxA¢ REQUIREMENTS OF 527 CMR IN SECTION 42. 5OX0. GIYIIUVRNt f SHOWN R Ai gip°°' r w K R.2254 OIAT MUM)ELECTRIC THERMOSTAT DETECTORS SMALL BE NSTAJED ON 15FOOT BNAXRIM)CURERS IN A SINGLE LIE OVER THE CENTER � : 45 NOTED ODOYE6IL•L�MIN I Sp 4'DEEP MAR GROOVE 6 THE ISLAND.FOR ISLANDS W TO 6 FEET WOE.FOR WIDER ISMDS TWO ROWS OF pETECiOS SHALL BE LOCATED ONE fODTN FROM EACH PAIL' � W�.��•,�e of �NO.SMOK SIGN ISLAND PROTECTION VIEWS `°"°"'"-"" oEOTN Oro WDTH rD CPR.IF A CANOPY IS PROVIDED,DETECTOS SMALL BE LOCATED ON THE UNDERSIDE(B FOOT MAXMW HEIGHT)OF THE CHOW.IF THEE IS NO ADRA }M RX i E SCALE: I^=ZO'•0' G SCALE 1'=20'-0' ....P'•'w. BEHAN DRIBrANr HDIE.R THAN TrEKAD'ZIlE5gSW1 DE M°LdRTED TO THE UROELSIOE OF AN III-61 R•BY i'NEAT COLLECTOR WHICH SMALL BE LOCATED NO .yyvMA(CI I(U.IBI�Y: 7.L7 13.FIRE EXTINGUISHERS BE A„UNIMUM LOBO HIGH FLOW.. - STATE FIRE MARSHAL USE: - CCTV CAMERAS VEHICLE CAPACITY FIRE SUPPRESSION NOTES: �yp I�tt: MN . LANE 8- FILL/SELF SERVE SELF SERVE FULL SERVE TYPE FULL SERVE SELF SERVE - I. FIRE SUPPRESSION SYSTEM AND ASSOCIATED COMPONENTS SMALL RE INSTALLED BY A LICENSED FIRE SIPPFES51 W SYSTEM INSTALLER LANE RI/2 - 4 -- FUELING - MIS CERTIFIED FOR SUCH INSTALLATION BY THE SYSTEM MA.M1FACTIRER. PN�I @9TS WMIIDIF IM _ _ .• .. 2. THE PROPOSED FIRE SUPPRESSION SYSTEM AND SYSTEM CIE-. L BF.NSTALED IN ACCORD AICF WITH ALL APPLICABLE W ZQOL4lORATIMB.INC R LANE 0514 - 4 -- CODES AND REGULATIONS. INSTAL ATION OF THIS SYSTEM WALL CONFORM TO.THE REQUIREMENTS OF THE SYSTEM MANRIFmTIRER, 4 WAITING TO BE FUELED -- B V-GROOVE INNER SLAB SECTION THE TEWRSBWY FIRE DEPARTMENT.AND ALSO THE MASSACHUSETI3 SLATE FINE MARSRALS OFFICE REQUIREMENTS. IID:HAVVJ II�IQ�u�1�IlVIl.IE LANE 05/6 .3. SYSTEM INSTALLER IS RESPONSIBLE FOR REVIEWING THIS PLAN FOR COMPLIANCE WITH THE REQUIREMENTS OF THE SYSTEM 'S TOTALS - 24 MANUFACTURER PRIOR TO INSTALLATION. IT IS THE INSTALLERS RESPONSIBILITY TO NOTIFY THE ENGINEER OF RECORD IMMEDIATELY LANE A7/B. -- 4 -- _ OF ANY CONFLICTS.FAILURE TO NOTIFY THE ENGINEER OF RECORD SILL CONSTITUTE ACCEPTANCE OF FLLl RFSPONBIPB.ITY PY TIG TOTAL NLd18ER OF DISPENSING UNITS:(B)GASOLINE AND DIESEL CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH Al APPLICABLE ��POSITIVE LIMITING BARRIER DETAIL CODES AND REQUIREMENTS. T SCALE: 3/4'=I'-0' 4. THIS PLAN WAS REPAIRED USING THE SYSTEM IMN.Fmil)FERS GUIDELINES AND IS INTENDED FOR GENERAL LAYOUT PURPOSES ONLY. TOTAL NUMBER OF FUELING POSITIONS:(16)GASOLINE.AND DIESEL r 181E sufIDLPRxsu®]q SPECIAL INSTALLATION NOTES: �LffiIl7ERII1)DII.AI�T� SITE SPECIFIC SYSTEM COMPONENT SPECIAL NOTE_ 1.I} TABLE RR 2 DO NOT PAINT SEAT SENSOR UNDERGROUND STORAGE TANKS 2.PITCH ELECTRICAL CONDUIT AWAY FROM THE ELECTRICAL ANCTION BOXES. IN THE EVENT OF A CONFLICT BETWEEN THIS DRAWING AND THE U- 3.ALL CONDUIT RUNS AND JUNCTION BOXES ARE TO BE SECURED TO THE TOP OF THE PWLINS AS DETAILED ON THIS DRAWING. NUMBER OF NUMBER OF NUMBER OF' CYLINDER LISTED PYIRO-CHEM INC.7HE ATTENDANT W TECHNICAL MANUAL,THE 4,ALL RIGID META-CONDUIT THREADS TO RE SEALED(SING TEFLON PASTE FOR WATERTIGHT INSTALLATION HD2- A7,TNG NUMBER TANK CAPACITY PRODU7C'(. TANK TYPE INSTALL DATE SYSTEMS REO'D NOZZLES REO'D CYL.REG-D SIZE a,DUTY. TECHNICAL MANUAL SMALL GOVERN. 20.000 GAL REG.GASOLINE DWFG PROPOSED (0208'-0' (96)PER (16)PER ATo-ssAec=p - NOTIFY ENGINEER IMMEDIATELY OF LONG SYSTEM SYSTEM SYSTEM ATD-80ABC=16 p 9 •20.000GAL REG GASOLINE OWFG _PROPOSED (1)TOTAL (96)TOTAI (16)TOTAL AT0.35ABC=0 ANY CONFLICT. ° 'C 12:OOD.GA. PREMIUM DW'FG .PROPOSED SYSTEMS NOZZLES CYLINDERS ATDAOA)C=16 - 12:000 GAL DIESEL DWFG PROPOSED 0 .�., •INCLUDES MAIN AND CND OF ISLAND PROTECTION. ,J.b. ., TP IPb• (9 RORS NMLLv 600PN0 OVUM Di•'Mf:S TZSJN,N CMIVLE APU ' 1f�i OER:CRXt TYPCAL B _ 1IJSf MORIBLD IAC.. SEE W.O9RUDON'fOA Y DaH�aF. AS Y YiiHOLESALE CLUB 3: II � .ONNN! I 4.�-- -------- -------- t�� U,w-- - ------- _- -_ _ .t�_-- _-----_ __----- _- I. _-_- o- `�- I ISSUANCES. I I Lom 'I NO, DATE DESCRIMON I 09,22,15 SIZE ADAPT I! o 0 I I I I I i iWE SOEPRF59pX I NOZZLE(IM I I I I Y Y F s_ i j ii i �NNAO 1 � I. MODEL fill STD fdMRRFD ; 10 I o. - I .• 6ioaR"E`LRca10m wLi I � d I I I 16'IESiIIQv'N�®Ivyl<JG.7PAF37['. L- ------- - ------- --- .. rr - -------- - ------ -- r--------- ----- - ------- - - ----- --�� - ------ ------- CANOPY PUN ❑3 TE OTY EDUIPMEHT MODEL No. PART No. NOTE: MODEL PAC-10 PNEUMATIC CYLINDER CAN ACTUATE 52 P9a91 WE IRa�D � 1 32 ATD-BO RC CYLINDERS S5/143 -IpDaex.(yQ)q A MAXIMUM.' OF 10 TANKS WITH A MAXIMUM OF 100 FT. PAX:(MTg953JNa2 ,,,;: CAUTION:. u°o�_STI �u covlx REouRm TOR Puu sAnoN ;'32 MMB TD S B ADAPTOR 55�9 OF PNEUMATIC TUBING THE ANTI RECOIL FITTINGS MUST BE INSTALLED IN THE CYLINDER VALVE OUTLETS WHENEVER THE CYLINDERS ARE NOT MOUNTED AND 419 NOZZLE AS.. 551509 MODEL PAC-200 PNEUMATIC CYLINDER CAN ACTUATE INSTALLED TO THE PIPING OR AT THE TIME THE CYLINDER IS BEING 5(64 T-3W Tfi 551608 CYLINDERSPRESSURIZED WITH MUST BE INSOGEN. 140TI:TALLEO AND SECURELY MOUNTED IN THE 'w"SNozADEINOE�ACANOP DECOu"slva°i"3ESEAm 6 ANDDSOlE2NOID ONOIL RED ss1s94 OFM PNEUMATIC AXIMUM F TUBING. MAXIMUM 20 TANKS WITH AAMOUNT OFMUM OTUBNGF 200 � W UPRIGHT POSITION. so NS THLY ARE ucmD TCHr. ® ] 1 CONTROL HEAD MB-P2 SSO&W BETWEEN FIRST TANK AND LAST TANK IS 100 FT. �}N�}Dn�iin(� �vvTIllD?�(}�nT}m�T Dmy� B B TD-225 432974 CAIUPY - W1J1W1P IlL1NJYWkV LI/ PIPING IS TO BE SECURELY BRACKETED PER g 3 PAC'10 - 550101 END ISLAND PROTECTION >Y MANUFACTURERS INSTALLATION MANUAL. �,/4•ACTUATION LINE, .DP D rANm O 2 PAC 200 sso690 ll A] I A A I: _ ' - - - T4'-O• _MNAFACIOREAS WEATHERPROOF HORN/SntOliE 429696 M ... ACTUATION UNE SECURED 12 i WEATHERPROOF SURFACE- 24]4] - TO UPS six OF ME I _ y MOUNT BACKBOX HORN/STROBE �,` 13 1 RPS-E2 REMOTE PULL STATION 551166 13'-J- II.QDaA11'IIrillt� Y - ' ,. 14 , 11P STATION cKr zu uEe f - ACTUATION LINE MOUI�JTING DETAIL 4• ,5 1 INYD.USLOT REUYCARD-KR UEB DISPEN �'T'.. ' - O 16 1 HARD WIRE KIT CM-HDWR-KR tucssrr) ` a _ ❑. `4N. . ® T t] 1 STOPPER n[w/s1cN] 1B.T'°D T' IIpOILIE:>RilL1C+ICS„II11S - •.'" 10 , MS-SPDT ONE SWITCH KR 551154 TOP• NOTE: �� =$G YNN Lsu4D:faOTFEna+ a1D 151NID PR01EC1p1! CONCRRETE�APRON PLH LOCATION PNDENPnc TUBING SHALL HAVE OUTSIDE Il`YAIy1J®((JQII`iA(IHIC' $ 5'—1" Q 4' u R 19 1 MICRO SY TCN EX E31510N KR 552173 OML LTER OF 1/4 M.WITH A WIN—WALL •l '� ALARM INTMIING SlY1fCN 55ODTZ / ENDOF WALL THICKNESS OF,32 W.COMMONLY IIRfAt�Ih`IYa�p IECG9O c 21 a 1/2'CUNPRFSSOH ADOPTOR fi1TR& 79152 ALL TWN AS REFRIGERATION-TYPE CO or1P%E4"01.,I"O AL v ABII.��'©��Q� ISLAND I 3' Q ING 22192 3/4'COMPRESSION MING 550861 TO SAE U513C--45 DEC E COMPRESSION TYPE RMTYPE MYNOS X pSPEN9ER HOSE. 23 SS 90 DECREE ELBOWS 1A T' WHIP 6 NOZZLE ARE NOT ACCEPTABLE .ZONE 1 Z' I MAIN .ISLAND I pia -�s�_ 24192 Ss 3/4•CLOSE NIPPLES ^%: -,ifi; rorG1 LENGTH u•-O• - COVERAGE J 'Z ZONE 1 3' - 25,9 SS 3/4•X 90 DECREE REDUaNG EUIOW NOZZLEHOSE 3h BREWAWAY 20' ��� 4' I DIMENSIONS I 4'—J"I COVERAGE I I a© 26 1 MOUNTING BRNXET WMBMU(UEBERT) NSCRIBED ARC DETAIL vL yp+GFyt I 3 DIMENSIONS SCALE..N.T.S. o UOlfN fl. a2Y.aN ZYK m, / C1,• DIsaO(1) rsVND S END "OF 4•M.n'fU+R'(M aA11 NOZZLE PENE,FRATTONs To BE SEALED S 19 f ~ (.; MAN ISLAND . MOUND THE 3/4 SUPPLY PIPWG. BJ 3' IS 3 TO SYSTEM PIPO,G IN_oPY „ TozzLE PENEnunoN THROUGH CMOPY DErx WHOLESALE .To BE sFxEo wPAn1ERTrcarr u^.4Nc COMPRESSION mTINo P/N 550861 TYPICAL ELL NOZZLE P ERUnONS s CLUB GENERAL ARRAN-M NT-FlR SUPPRESSION SYSTEM FLNATION. - CANOPY DE IL B SEP a 15. SCALE N.T.S. NOTE: END OF ISLAND NOZZLE ✓ Ds2B'2DI5 MAXIMUM HEIGHT ABOVE NOTE: MAIN ISLAND NOZZLE ® 3/4`X 1/2'Rm'�GDaPUNG STANDARD DRAWINGS AS NOTED PARKING SURFACE 15.' MAXIMUM. HEIGHT ABOVE wN srsm.NOZZLE PAGE 1 OF 2 ]DRAWN]BY, • PARKING SURFACE 15-7.„ NOZZLTION JM IV 3„ NOZZLES AT �����° CANOPY HEIGHT NOTE: STAINLESS STEEL ELBOWS MUST -BE USED FOR ,NOZZLE CLUSTER ASSEMBLY pyRO—CHEM ATTENDANT II Dr Chemical System APPROVED MY: 'tee s ANY PIPING AND FITTINGS BELOW THE CANOPY MUST BE STAINLESS STEEL y' y ftug IA�VA: FH-1.O.dWg � O —MAIN ISLAND -NOZZLE ❑ —END OF ISLAND NOZZLE Qi (USE OF SS STREET ELBOW AND BELL REDUCER IS ACCEPTABLE) This drawing and all designs and data thereon shall not be duplicated .Er®UN used, or disclosed to others for procurement or any other purpose X —NOZZLE AIM POINT NOTE: BILL OF MATERIALS LISTS THE BASIC COMPONENTS FOR except as otherwise authorized by contract, without written permission 11DIf�A' G llIlv91E AT GROUND LEVEL of Pyro Chem,. Inc. All reproductions shall bear this notice. THE FIRE SUPPRESSION SYSTEM. OTHER COMPONENTS � ■ MAY BE REQUIRED. Rev. ALL DESIGN'IHEaRWnON ON iWB DRAWING PIPING; FITTINGS, DETECTION & CONTROL NOT LISTED. Unless otherwise specified 1 Stanton St. I APPROVED BY TYCO SATIN PRODUCTS/PYRO- EM dimensions are in inches Marinette, WI 54143 � � Cr7➢ ICOUPIPRMOR©N 4T', TIE SUPPLY ANDINSEALLATON OF THE EOUIPMENr TTY�a ASsocIATED WITH ME FIRE SUPPRESSION SYSTEM IS THE RESPONSIBILITY OF ENE GENERAL COMPACTOR. - r- Title "Attendant II'Y SYS1T]A IS 10 eE INSINIFD AS PER YRNl1FAClURER'S Date: ,S'Calg.: None Tolerances are sPECIFICATONS. SYSTEM IS TO UTILIZE ANY PARTS OR 2 Place decimal +�- .01 Dwrt,. - ,Q Refueling St a t i o n INSTPLIATION:PROCEDURES PURSUANT TO.ALL LOCAL STATE ��I-''I1�rT MD FEDERALi:REOUIREMENTS AS WELL AS NFPA 17,NFPA 30, 3 Place decimal +1- 005 r'� , DRAWING 3 NFPA 30-A NECMD OSHA Fractions +/- 1/64 - Angles +�- T Dwg Iva. Suppression System ... ._. _..:.............. _ .,.._ _ _.....: ......:.. CILIW f a••-r NEAT ME TYWCII 6 /�RORO c ACPC wYF iC' PLACES SEE TVRCAI'NEAT � _.._.....,._.....,...... _.............. .. DEIECMR LDCARW DETALL DETADS Qi — - NRE SUPPREssON ..._.. - IIE 41L51RG N PY0R5 NDZIIE ;33. 910RN.YDUNIED ON NDER90F.SRiGOE NDRx - („wAG) DRr aa4R:AL cL. WHOLESALECLUB e -'l��-I ISSUTANC1ES a e o e J I NO. DATe DFiCRIPnDN i 1 1 U •IUIU 1 'I 0 122/15 SITE AIWT I ' � 1 1 e _ 11 . HOIDE LOWl10N3.A _ 1 O,P.7 n� U U e e IJ NomE��e.-o' -o• �- s'-,• '-rl I o - U LOCARONS e —e —o_oC — °—.e a _ ED.R.3'IILGN CONSUMrANT WW _ 3 1•camcT RUN ro RtMNwxt Etb CANOPY AREA CANOPY PLAN _ T/B-_,•_°- ,Am A�u�CI'iF,^IES r��, t• �A>yla�E�Dxn ' _._.=_'�i ^°" -_-_- -- -='1 - - - caxowr'�`°`R°R.gRn I aY��•a`�t�n�n3 -tr. L. __ _JJ mDtDtbN m a 11 NEAT of ECRn I�PS®.T'C1f r, NaRp .. 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EER♦ug7s.ARE of Pos,;m1 sDrs nw A m:CAN eE 59111D➢YAtNN�IIYPuffi]gIN -J I TYPIcaL sFcnaN AT 4NN.a-RDx 101N A - lEP>YANNES,Mt IA 4UC(6+n _.__._._.__.____._.___ 1 ` I AS PW9BLE AT tlAImIW�NFRM 615'-T.ro 1HE PoRN1W.SqW«DF MGi I I I 1 R.T - - AIlBNSrAIMILF COUNTY' __---.-.-- J rl __ __ x i m 11 - I I m Aw«°oaosEOA•u°P6iEn°T°tOrolRri1((.-AL) gE« . :... � � 1,. PENRN'FPOM 4gNUAl PULL RIPE/.DSM�CANCPY ._.J 9 I NAL RARPI R - .- -'-'---'--'-_.J PawY. _ m p. .{aMN RETWW FRW+CONTRK 10'AD-._._._.__.-. ,�j-m1mREs�Raw `E Da1VCNGZYK N W1RIN6 c^HEMATC $ o LL A�DITONAI CTRI A.NO ' Wra EOL C8152 n:YALLa TQL:R1f EDL.PER RJS..GAS.ALAR4 PANE` �TTA :� •' '-'-- - - - W H 0 L E S A L'E . 2J.RR33 ro ALATw sisTE4 4usrNOT EYL49 sv 1oc of THE _,K TNRTWED a1c mLwLRm IN1 G PRE ALARM PANEL AxD m rn OJ3 lei' ® R� CLUB a ° ° roMAA gtR } E«Im rrtOR1 NEAR . I 6 MN Ne Y°ON Eai3 Mal M1°ag'le puvlAe Ne°vAP°�'m . 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Da t DR w NRR4R..roAm DRAW1 N i Y: 7ry�N E� a roAAaE4 PYRO—CHEM -ATTENDANT II Dry Chemical System �� �„R RaY APPRO EDIFY- (L� ° ATTENDANTS&M MAN ° AaT,°,Nrs RD"`"1°a,P1�l/ "D�.: This drawing and all designs and data thereon shall not be duplicated M.IE RIRJAM: FF2.Oftg, - T' used, or disclosed to others for procurement or any other purpose �� � •��� except.as otherwise authorized by contract, without written permission +R°,rwE .�. .- maumm.M.�rn of Pyro Chem, Inc. All reproductions Shoff bear this notice. m�oAcmaesvaD+c T"®' [7 yro l ALL'. ON'.INFORMAPON ON THIS DRAWING , Ln+ma. ¢ a ® 8�R /,l,ev. � APPROVED 6Y TYCO SAFETY PRODUCTS/PIRO-CIIEM � Unless otherwise specified 1 Stanton St. O - dimensions are in inches Marinette, WI 54143 ��� :kE SUPPLY'AND.R/sTALLAOON OF THE EQUIPMENT- y ASSOCIATED':WITH'THE PRE SUPPRES9oN SYSTEM-IS,THE. ,ivRT�T�v�Yn�RD�m�v,n �T 'RESPONSIOIUTY OF THE.GENERAL CONTRACTOR. -- - 1C LLQ1P yWlClclAlll'"�'yII®1V taoMiroR P°.m ® Dd te: None Title "Attendant 11' SUMM IFLAHS 111mTolerances are Scale: SYSTEM IS TO BE INSTALLED'AS PER MANUFACTURER'S - rlw,�,t• ,1 Refueling Station SPEpFlCATIONS..�SYSTEN'IS.TO UTUZE'ANYPgRTS OR 2 Place decimal +/- .01 1/ Hry'��p WSTN1A110N'PROCEDURES PURSUANT TO ALL LOCAL;STATE ,-,/.'moorm,uiDEtEs,gxAAxoSnNeEMgm1 UTILITY ROOM PFvpT10N IN ATTFNDAMIS KIOSK 3 PIOCe' decimal +/- .005 P AND FEDERAL-REOIHREMENTS AS,WELL AS NFPA 17.NFPA 30 NFPA 3f!-A'!NEC ANO OSNA Fractions +/— 1/64 Dwg No. Suppression y Angles Sll ressian System 16I�RA�S7QYdnNUAfI�ffitC IrtI11�1 I .. . .. ... . . . r l ) l o f : w . o _ MASSAC: - �. MODULAR CONSTRUCTION - 0 LOCAL .CODE F APPROVED .PFe CORPORATION - SUBJECT T SHVACS,.CONDENSER UNITS k. Massachusetts. C.T. CAN, METER AND DISCONNECT d - ' V ALL SITE WORK INCLUDING FOUNDATION pP� 1. ESE BUILDINGS WILL BE LOCATED A DISTANCE — PROPERTY ES OR L? GREATER THAN 20' 1" FROM ROPE LINES INTERIOR.LOT LINES. E LOCATED — ' BUILDING WILL NOT B ATED IN A k _ ? FLOOD PRONE AREA. • SITE CONTRACTOR IS TO PROVIDE HANDICAPPED E S € , 3.-THE DICAPPE . ACCESSIBLITY TO AL DOORS OF THE BUILDING: 4 ALL ITEMS REQUIRED UNDER PART III 28CFR36 „ . RD'PARTY TO BE PROVIDED ON SITE BY THE 5 INSPECTION PLATE,MFG DATA STATE ARE LOCATED LOCAITEDA A OWNER • •AS SHOWN ON E2. I ; BUILDING DESIGN CRITERIA UNDER CANOPY KIOSK . ' E1 FLOOR FLAN :& ' EXTERIOR ELEVATIONS EL5 ELECTRICAL" DETAILS THIS BUILDRAGISTOC.NEOwITOMECILOWNGCMES: ' E2 FRAMING PLANS & DETAILS P1 - PLUMBING PLAN & RISER tAASSACI{USETTS FUEL:GAs PLUMBING CODE (24s CMR) MASSACHUSETTS STATE BUILDING FIRE CODE (780 CMR) — 8TH EDITION 2009 INTERNATIONAL MECHANICAL CODE.WITH AMENDMENTS EJ — SECTION ` M 1 MECHANICAL PLAN. 2014 NATIONAL ELECTRICAL CODE WITH AMENDMENTS — SECTION _ 2012 INTERNATIONAL ENERGY:CONSERVATION CODE WITH,MA AMENDMENTS BOARD521 CMR*MASSACHUSETTS ARC FOUNDATION PLAN E 4 F 1 2009 INTERNATIONAL FIRE CODE I WITH AMENDMENTS E 5 INTERIOR ELEVATIONS k ' L OCCUPANCY GROUP "M" r. EL1 - ELECTRICAL PLAN & SCHEDU `ES f CONSTRUCTION LOAD III—BAX E�,. . L2 - ELECTRICAL`• RISER - _ _4 ABOVE GRADE • F NUMBER OF BUILDING - 9 ELECTRICAL DETAILS :r DESIGN LOADS THIS BUILDING IS CONSTRUCTED TO EL4. — ELECTRICAL DETAILSV41THSTAND THE FOLLOWING LOADS - - PSF UN NOW ) WALLS - WIND LOAD ROOF LIVE LOAD 30 PSF (30 GROUND S LOAD DEAD LOAD 10 PSF t EXPOSURE - C O F. _ MPH ' • S SEISMIC CLASS D. E,.: ..._ ....-. ...'.,. r ..... ... ..... .. . ... .. _..:._ r� -. �. -' �. .� . . H.MOSS.P.E 'SEISMIC DESIGN B q CATEGORY Fs:S' PT, FLOOR FLOOR LAVE LOAD — 100 PSF 'GTO`.GA SCO15 _ • D 30 PSF _0 DEAD LOAD q DRAWN BY: P.E. �x of JOB/ 05BJ511 DATE BY CHK REVISIONS - A - .Ni,6aPL. oI� o?+'`� - '*G 5901yanoughRoad v BJ's Wholesale Club Inc.'puntrnhesmeabth�aoot..en.�ot��a�o+n.o...a O1 RackdalelndusirmlBlvd. - a' _ Voice:(800)366.6385 chtaates H 1 B © DATE: 07122115 &Hinckley Read r. :nm,mn nre popery nt Fm•+h+,stAct®m. M Conyers,Georgia 30012. ,)! 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REAR ELEVATION SCALE: 1 2 V-0" Et SCA / .. /. ... - - - - . / e — um 1iMr-INLET rAno-uweElo n eoM.�IA714E1D 60 OPEN SET FMP, F P SCALE: ""1 2" 1• 0" Et ' V O2 5 YIRCH'biSSe 16'JCL•fP/LBESS EQUAL 4C IFF TO BOT@I 1.9 INS✓ ,. _ .1 i ,' ..• - + TOFFTI®IE OISPEIISER' BOMMIX�OFt EMIR FYS -- L FOR HVAC UNT: > .-- ., - Ir An'-Y W 7 N(RONT OP IMIET KCAL o-`rr. 4 .,..,.. - -�SEE ORAIie1G 6FMt DETA15 - : S 5 RaMm STAINLESS s1m CRAB GAR 4Y .F.ro Q M fILS O u/t ' x� b 1/Y AOIMC SU8E55 SIEff.tl1AB BAR 3r I=3r AFA'.to @ ,•RlS - -F16..Y * •` a - ro -OURX OF IxlnxlE OF : :..' ..:. .. HVAC UNR- 10 [ - HVAC(RAT s ,.. :. = ACM FASCIA PANELS .. •.. ACM FASCIA PANELS - - - . .... .. '1 � - COLAR:FASiWW YA9TE Ad ,.Cam FASIWN Max ACAI - - ---- ------- _ —u -tr---------.�1 ':. . ,. � � t _— ;� �. ,am Ala — _---- . :_ _�aJ_-�.���_ ---------,'( Zv '.lv - _-- -- -' - -'1 $, 11/1a m sususs SHm am KAR IM ICEC(awx MgWQ RE,. 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CH .2"0..PVC 3°0 19 Y ..I : I x 3"O PVC _ LOW E-FOIL , W , , i - I I x x I , C4 X 5.4- x . . . .. o LOW E-FOIL . :, S. - ,S I> r 4'� ..'> . Ix I IL,. Id - . 4"0PVC 5'0 .. C4X5.4 . 3/ 16" I� g b .. , . . I I+ '_ . -1 2"0 x 1.1 2•Lc.M.BOLT . SECTION -. B / / 1',I 1/2°TO 1'EMT 'SLOT 4'x 2'MAX. 3"x 2":x 3/16"x 3`LG. `, 1, o/d . . . . . ,... ., _ (A-307A MIN.) SCALE: :1 1/2" _ 1._O" °, : � I� I L I . M E2.. v ; w F ..>< . ECTTON AN . . ' COPPER WATER 1'TO 2"0 5 , . . . I K � .-I 11 . SCALE: i 1/2" i•-O. /� g LINES, _ E2" I < _ >< /x I 1 I 2' 9 1/2°(BLOCK OUT) " I , , HOLE(S)WILL NOT BE LOCATED ..• , I {,d • I >' I I - I ANY CLOSER THAN 6"FROM .: . ' . 11 I L 4 X 3 X LLH TYPE"I"FLOOR DECKING s H � COLUMN OR JOIST TO BASE THRESHOLD B14 X 3/4 , I In .FRAME CONNECTION. SUPPORT TUFF 71TES 4 5 _ : I. - 3 ._., _. a - - �. .. N „ CB'X 11.5 '" 'rffq/r. .- - _ - .. r , ... y , " � r 4 ,,,.,:, a LOW E FOIL ;:" "z3'xi/4 a ..,... ' . , C4X5.4�- I I� . FLOOR FRAMING PLAN . . C4 X 5.4 , - SCALE: Y 2 1-0. . .. ^ .- _. / _. _ _ " '..NOTE:ALL PULL.'DIMENSIONS ARE . S E C TI O I V (I ` - - - . ' ' „ e.- '1 ..MOM END OF BASE FRAME'.. ''" _ . . . ,, . , , . . . -. ,. SCALE:•1':1/2" _',•-0" , .y . . s ' E2 , , . . . . . . . . , . . . y.. 3 K 16 ND x 20 CA s1EFl • . . . . , : . . 1 , .:GALV.Raum ROOF DECK.. . , - - - _ - - - - - . - - - - , .. ;' a . u. . . r .. . a.'. - , , .. _:. .. . .... :,.. - , � �'_ I- .� - '._ _ ,.: ., .. � DATE,9APOPRO i - ,_ ,. .. :. - . -_ . . . - .;,. i - .. r, Pf50ORPORATIO® w f, • .. -' - a"..wi r ,. - _ R - .., -I . - -s ^1. 0 R 1Q074 7K1K,(R-19) , ., _ ,r�, .. e_x. . s-sl . SCR •WFACm f1BERGLASS a15ULA 3-6 11Y-6 111-0 15-0 :. : :17-6' '®OENOTfS t&IC1C Cd.IAN .. .:r II II ...' u ,;.:. ..• SECTION` D ;, , , . ;`- 8"O z i 1/2"LG.' SCALE 1 a.1 2" = 1-0" Y , _ . 5 { II >� x s / A30Z M BOLT ' r ca x s.a . ' _ , F , .. Ci ®CORNER' . - .. - . .- TAI , - - .".- - , , .� - , y k COLUMNS . �, . _ I; _ ,, , .. .: .. :II \ _ T.S•3"x2"z14GA :. Y . '.. '? $ s I I >r T.S.3°x 3"-z 14'GA: she ,,, ,, ,t' ,: . IK x I1 x k p v C4X54 ,. tos - F . i X 54 1/8' I I . . Ll X 5.4 . .I 1 II . f ';x2 x316'z3'LG. L. , - _ - ,. X `" •` - - .. 3 x 2'x 3/i6. x 3 1G.' .�3 / ' I ,. I I - " fAX5.4 . - .. .. . x - E .. - ,�. x I � - " II J - i/2"O x 1:1/2'LG. - 3 16" I 1/2"0 x 1 1/2"LG. ° A-307A MIN. 3/16 M.BOLT . x 5.4 (A-307A MIND . . ( ) . , . ..- .. .. .. - . y ;,: , . .. SECTION'1_0' SECTION F SECTION , o ROOF FRAMING PLAN .: • . . /2'= , _0" E . ' SCALE: 1 1 . E2 E2 SCALE /2° ,`-0" . . . . - .E2 NOTE ALL PULL DIMENSIONS ARE .:. .. . .. FROM•END OF BASE.FRAME :. : _ .: _ - . . .. . ,.. ,y .',. - . ,.'. : ., . .,.. ... . 3D015 "...:-: - DATE BY CHK REVISIONS . - .. ' - .. TimidrmYm.mddW.ro 96b.nn.nahm.6d.td.iM.d ' . r' ` 1 '` � > ,��tA OF G58J511'. DRAWN BY P.E. JOB 8 1801 Rockdale Industdaf Bhd ,m- k . ra+uin tln w.wrry of R.r�l.0 stn,�..c�c.RMSI.A.rom� . , I '', r,� 4i_ ...©. Voice:.(800)366-6385 Us�Wholesale Club Inc. � "�I .. 90 lyanough Road - - a fi :.mv,od..otof0,,=rewuw,m;®rw,poM--wby Conyers,Geoigia30012 I -\ Vwd..hntlFrry#lda saucanaumb.hktly pmh3lmd. -' " ' � , ^y _ F 770F483-bY137 - DATE: 07122/15 -CHAaiE.,A.`�,., &Hinckley Road .. '. .. /A, ax ozoeeF,.y-M-SwdAmAN00ft :1 1302EskaWay FREY s. M 0`SS 8,On x 18r"On Modular Kiosk CIV!L - E2 . Sdvartan,Oregon 97381 � •�`°. - • - < - xo�311 Eo=� . www.frey-mass coin Hyannis, A 02601 CHECKED BY• M . •,... ., .S - fms@ffey�ss.eom - 0 moo, - TRUCT.URES,. Framing Plans&Details ATE: s, A- SCALE: 112"-1%0• . ' -L5 DRAWING#'- - 2 OF 12 6" T4° 8" ' 1 2. 3° 1" 3" GUARD RAIL ASSEMBLY :.. GUARD RAIL ASSEMBLY-� L2X2X1/6 GUARD RAIL SUPPORT., 1 :.L 2'X 2 X 1 8 .. .. - GUARD RAIL SUPPORT :. APPRQ #14 X 3/4 DATE 9/10/15 . .. .. TUFF TITES 20 � - - PFS oCORPORAT ON GA GALV. . � ROOF DEG(. .' : N10 TEKS.®8'0/C ACM FASCIA N C4X5.4', ..:' . - FIBERGLASS INSULATION R-19 OVER. .c. . ACM FASCIA: " E FOIL INSULATION R 10.74 .- :. - ...: FlRERGLASS INSULATION R 11 IN , WALL PANELS E-FOIL INSULATION' TOP R-7.75 OVER WALL PANELS .. � 20 GA.CLIP BEHIND_ III 2-X 7/8"X 2°LONG F I) SEE ROOM(LING TILE AND FINISH SCHEDULE ID CUP(UNF ED) I1 I #10 K� 20 GA AS I I > I 20 GA GALVANEAL TRIM - PAINTED TO MATCH FASCIA I II _. tI -- -- It - . 1 FIBERGLASS INSULATION R-11 1N I I I I i r., ..... WALL PANELS E-FOIL INSULATION G R-7.75 OVER WALL PANELS - 20 t I Ij 1 • GA BRACKET , • 20 GA.SKIN PANEL 20 GA SKIN PANELS 1"'.TRIG( 20 GA.SKIN PANEL-\I '. II , x : 0 :A IEMBOSSED B E - II II 11 ' II II II a , � 2 GA WHTE EM 0 ED_ II WALL PANELS EXTERIOR DOOR WITH FRAME:` II II II I I II II RIBS FROM 20 GA , SCHEDULE II II. INTERIOR WALL PANELS o II -1ft -- --_I� 1--t�-= SEE DOOR LE Ott I _ It II II II II II II , I II 1 : II II II 11 II II ° . CASHIER II II . II '. II 11 E '. F N I I LI I I I I 1111 11 11 II #10 TEKS®22"O/C IN r I -_ ___II _ II __ II �__It 11 �. EACH WALL PANEL RIB -�-- ---N - --- H'--- -5 -�_-- - �i. II i- It II If II' II II If t �' II II II II II II. . IF , II II II II II II II } I II - it II II II II II [�-: II 1 II II II II II -a -u1-r -7I 11 rr-----tt II II IL II II II II It It II II II II II II fl II II' II At II II t CONCRETE FLOOR OVER 22 GA II -II It II It II II II II' IL II it l II IL 'll II. II II F-DECKING-SMOOTH FINISH W II II II II ' II II II I I GR AY EPDXY R 4°VINYL COVE BASE SKIN PANEL FASTENING SYSTEM' . . 20 GA BOTTOM TRIM t� o e. c. w • ------ ------------------------------------- �L 4 X 3 X 1/4°LLH v g10TEKS®8.O/C ---------------- ------------------------ ---- F INSULATION LOW-E FOIL NSULA C4 X 5.4 SECTION R-7.55 C8 X 11.5 CHO.BOX 8 � ti P. P.FO. o,5 _ SCALE: 1 1/2" = 1'-0" E1 DATE BY $HK REVISIONS DRAWN BY: P.E. to of r JOB 9 G5BJ511 E 9A 1'^ •r Vaice:180013668385 US Wholesale Club Inc. °"`"�`"" r` — _ - 5901yanoughRoad - ir.a. ivW.Nbf—donhoamndamnftlanadmoaemd .1801RoddaleIndustrialBlvd. A r o �^ L mmedrmanmorr�uaeswrmatn�6�a"y®° Convert,Geo 30012 r i' © DATE: 07122115 cttAFir-Srt.` &Hinckley Road V{ r npmA¢tlanatdiwMwhgalw.amwmma..ar•Nha•*� r,' Faz:p701483-8037 kt_s5 - aaOomFnrsraasauwuschmtdrwW�m 1 n� �+ - a as a ^ CHECKED BY: cvi Hyannis,MA 02601 - 1302EskaWa .�FREY' � MUSS - 8-0 x 18-0 Modular Kiosk,, Y - www.freyanoss.eom , et`' .SCALE: 1 112'-1'-0• 3 OF 12 (r- ...otaae!m+roesaoaa<a.eca�nn d _ _ :STverton,Ore8on97381 $ T R U C T U R E $ :. fms@trey-mess.00m - SECT�oN DATE: roN k - ,5 DRAWINGS- 17'-6° 3• 6a GA.2 22 "CUP®RIB \ • • 0 a.ROLLED #10 X 3/4"LG.®EACH DECK 3 X16. X2 g . . .. ROOF DECK PANELS CUP k IN BETWEEN CHANNELS. I DATE 9/10115 3x2 OVERFLOW -POS'CORPORATION: •I .Gotta Give WI - e .:'. .:\ : 20 GA FLASHING -,', .; 12 X 3/4 I.G.G HEX HD C4 x 5.4 EACH RIB .. r . J t 20 GA DECK END GLE 3 X 3 — — — AID SEAL WITH HEAVY CAbLI�_ -— —21 110 TEKS 08 O/C... 20 GA CUTTER . N FIBERGLASS INSULATION R-19 OVER r N .'-awe - ", .; .: •. " :... . - - 20 GA TOP CAP ` - _ E FOIL INSULATION 10.74 E .. ? .20 GA ANGLE BRACE ACM FASCIA 7 ACM.FASCIA NEAR CENTER OF.WALL a i I NEAR CENTER OF WALLY lAc - _ L r 1 l b N A l \\ I LAY-IN.CEILING I ILE AND CA21D - CEILING TILE AND GRID I I I I A - SEE ROOM FINISH SCHEDULE / " I I SEE ROOM FINISH SCHEDULE13 X 2 :20 GA GALVANEAL TRIM DOWNSPOUT SEE MATCH FASCIA„ I I ELEVATIONS FOR .. PAINTED TOM ,. : , + , ., , ..: I I I ' - LOCATION , - y:; I a I I I II E CASHIER ,. i I RESTROOM L E E CAL I. ' ,. BULLET RESISTIVE GLASS AND , GLASS SCHEDULE . - r :: . SASH-SEE-e I I , I II i F , , I �3/4"PLYWOOD OVER 3" : • „ x DAMPENING W GA ZEES PAINTED ' .: -� I . _. •' � � ': I I , ' `� I I I WHITE To MATCH waus _ - }.. _ 120 GA GALVANEAL TRIM ? �, zs ' INSULATED r A I I II PAINTED TO"MATCH'FASCI EXTERIOR DOOR N9TfI FRAME 14 CA CHANNEL STIFFENER : : INSULATION PAPER:TO WELDED TO COLUMNS-TOPINSIDEII SEE DOOR SCHEDULE a I WELD s - I .,... ... , • 4 - - ,..` AND BOTTOM I - i II IN FOR SOUND I .DAMPENING 28'1/16 x 24 x 1 r . SEAL AROUND. BULLET GUARD o TRIM FLANGE OF DRAWER I DRAWER TRANSACTION DR I I I I 20 GA WHITE EMBOSSED ( I 20 GA WHITE EMBOSSED 20 GA YMITE�EMBOSSED WALL PANELS WALL PANELS LINERS I I( FIBERGLASS INSULATION is ,R 11 IN WALL PANELS , II III E401L INSULATION I I 20 GA WHITE EMBOSSED r F:. R-7.75 OVER WALL WALL PANELS I I I 'r PANELS. LI L; CONCRETE FLOOR OVER 22GA r JF-DECKING-SMOOTHFlNISHW/'.GA SKIN PANELS I THICK I ..I I c GRAY EPDXY 4 VINYL COVE 1, II Li IM d a S 20 GA BOTTOM TR ---�� � � � �L 4 X 3 X i 4 11H+' • :. #10 TEKS®8 0/C " - " X 3 X 1/4°LLV J 4 J L 4 X 3 X 1/4 LLV LOW-E FOIL INSULATION OVER C4 X 5.4 R-7.55 UNDER DECK ., C4 X 5.4 l 3 1/2 X 2 1/2 X 1/4°LLV _ a 9 i/2.OVER OVER C4 X 5.4.: 2' RC4X54 SECTION {` _ C.H. P.� SCALE. 1 1/2° - 1'-0" El { DATE BY CHK REVISIONS y. DRAWN P.E=�w��H of"rq,r� 590 Yamugh Road s ,A' YYh A 1801 Rockdale Industrial BNd. - tt°' - �: '. ' © Voice:18001366.6385 : S Olesale Club Inc.B / CH LRL a', .ifm dla"otpa end ad nlmm,6w Aerean en afackley Road -ff"M mmn and - .th.W MofF„i,-mmStm me,m.•6MAmm.m - - '�Conyers,Georgia3001.2 �1 � 1.:(7701483.6037 - DATE:. 07171115 �� M 5 -�'�� &Hinis,MA02 E�- . rtpNmmtlpn of lhmadmdnpe W."VmDm.mWchY mdnan .: :. .. :, - , p=iWo dFmyMMSMu,lMM-btbiaf Wohkned. .. .." .. - - y F R E Y ° — moss Fe, 8'O"x 18'O" Modular Kiosk, F°' EaG 44 1302 Eake Wa ..•::, - 'i:• -www.f -moss.com CHECKED BY. � Hyannis MA 02601' .,A 2066 FmMo6 swcnam.m�Au r4en r.mrw. SiNerton.Oregon 97361 fms@freymosscom SECTION . . o�E: '- ,15 � SCALE: 1 uz•'-r-0•. . �'-4of 12 « . . , STRUCTURES DRAWINGa- ` 20 GA.EMBOSSED WHITE 20 GA.EMBOSSED WHITE WALL LINER WALL LINER ;) .. MIR WA ROR 40 6"WALL - COAT 36 MIN. HOOK . Mx / M �. D NSE 54°. 44- (1c 'MIN. 12 ¢ N TANTANEOUS �. WATE a ¢ x ¢ I_ HEATS CL l . . M L! & O. - e o APPR ,... '. .. _ ¢ - '...... .. DATE,9/10/15 V m �..: PF conaaa gore.wiT= 36. ON PAN X 6°ACCESS � I EL FOR HOSE BI88 ' INTERIOR ELEVATION „ INTERIOR ELEVATION F INTERIOR ELEVATION . c INTERIOR. ELEVATION. H SCALE: 1./2" = 1'-0'_ E 1 SCALE: 1/2". _ 1'-0" SCALE: 1/2" _ 1 —0" SCALE: 1/2" = 1'-0" A E1 E1 E1 , t , DANFOSS CONTROLLER i WAYNE U.D.B.BOX B REQUIRE 10"MINIMUM SECURITY PANEL CLEARANCE TO LEFT SIDE } EMERGENCY STOP / DISPENSER LOW VOLTAGE cis sunox trtxma EMERGENCY STOP DISCONNECT CONiRACTDR TO CImy COAT ' ' ' ' ' - / - �• ® .-a UDE1 THE FUNCTION OF HOOK 1 1/4 EMT EACH CONDUIT USING A - • _�// f !'`� PART MARKER i STAINLESS COUNTER TOP 12'x 12'x 10'TERMINATION 8 ` (TYPICAL ALL ooau Tsi `A I _ // W/SH0.VE BELOW BOX FOR DISPENSER u Q•c / / U.D.B.WIRING z —CCTV�E ° CASH DRAWER(TYP.) INTERCOM EMERGENCY 9 1 1/4°CONDUITS : eem.ow STOP DISCONNECT I TO VEETER-ROOT i I I i s A-1 A-2I.S. CONSOLE. I S WIRINGIII COMM WIRING 0 o VEEDER-ROOT INSTALL END CAP DIVIDER o o POWER J-BOX A-14 IG (2)1 1/4'CONDUIT TO ' ' w CANOPY FOR SECURITY. IG A-2 - - 2' 10 1/2° 1' S 1/2" - - INTERIOR. ELEVATION i INTERIOR ELEVATION INTERIOR ELEVATION K INTERIOR ELEVATION T SCALE: 1/2 _ 1'-0" E 1 SCALE: 1/2' _. t'-0" SCAL1=: 1/2" = 1'-0" SCALE: 1/2" E1 . E1 E1 �. C.M.h1C9S,F>,t '. - P.O.BOX?b -(X)VINGTOk GA 3^015 .. DATE BY CHK REVISIONS Th nmon.nnncanadonarma...w DRAWN BY: P.E. 1yOF JOBp G5BJ5ll mail Me FW"ry N Frdy-M a StrochM Ino,IFMh1.Airy«or:. 1801.Roekdale Industrial Blvd. `�,w gyp;: - 1 Q Inc. J/«�, lG " :iwroanenmawaa.w+ahro,"Pum.+o,nmMr*am. Can yere,Georgia30012 �' '.© Yaice:(800)36&6385 BJ S Wholesale Club n oa �yG 5901yanouphRoad , r Fax:(770)483.6037 DATE: 07122115 o CHAR!ES H. pmmhdon of RahhMa Sauchm ho.h atrkey PohNwi ,,x ;kg�C ri S MOSS - ,1 M05S ':� &Hinckley Read. F R E Y 1 r'O V S 8'-o"X 18'•0"Modular KIOS�( CHECKED BY: �oS�iin Hyannis,MA 0280b E 5 m:DDe aA"�sm vmkx'Ah pMnn� 1302EskaWey A` wxnv.freytnoas.com - - - 'Silvert.cm Oregon 97381 .. @ < - - Y ss.cam _ ;c",v e E G 5 SCALE: 112"-1'-0 I STRUCTUNES - fins fre�nm lnt@(IOf El2Vatl0fiS GATE: DrlAwwc e• 5 OF 12 CONDUIT SCHEDULE NEUTRAL/GROUND BAR, 1 BUILDING IN MAIN PANEL- METER PANEL A PANEL B Panel Nummr=A 12o/ma vale Type Swans0 N0472L2 Meintypat MCB 1 -I.S. SENSOR WIRING FOR UNLEADED TANK(3/4") STEEL 0 00 ' " CABINET 200A, 225 AMP, 100 AMP; Papal Rating.= 200 AMP 3 Phase,4 Wire Style:Surface/Fmsh- 'Side Feed 2-LS. SENSOR WIRING FOR COMPARTMENTAL TANK(3/4") pram, m RaOn= to,000 A.tc. - 3-POWER TO SUBMERSIBLE#1'(3/4") - -1/0.COPPER 120/208V, 30. 4W. 120/208V, 30. 4W: 120/208V, 10, 3W. Note a r ce P Were Number vnaee Namber were P cs pF wane Load Olreaory -4Not, 4-POWER TO SUBMERSIBLE#2`(3/4") - - LED CanopyMe 543 t 20 2 10 1 A 2 12 1 20 2 300 9ecur venal 543 1 • • 10 - 3 B 4 12 t 20 2 500 Dedicated for CC 5-(6 LS. WIRING TO DISPENSER SUMP SENSORS(3/4") -- LED Canopy Night Lights(67 465 1 20 2 to 6 C 6 - 12 1 20 z 180 E-Stop Buttons 465 1 • to 7 A 8 12 1 20. 2 too Race acba IG. 6-(6 WIRING TO DISPENSER COMMUNICATION (3/4") - - p (( )))))) 'LED Canopy Lights(7) 543 -1 20 2 t0 9 B t0. 7- 6 SPARE TO DISPENSER SUMP(3/4") ' 8-N/A ,3/4"-%10'ROD _ re 9 -POWER TO AIR MACHINE(3/4") � M r - Space 543 1 10 11 G 12 - 12 1, 20 2 300 � Fire Alarm Panel- 10-VEEDER ROOT OVERFILL ALARM (3/4") - - Cadwy Sign 640 1 20 1 10 13 A 14 12 1 20 2 300 - Veeter-Root Panel 4.11 -MAIN POWER(2-1/2") � F_ � � _ . � � Canopy,slim 960 1 20 to 15 a 16 12 • zo z t8o cones t P war 12-COMMUNICATION.(2") / MAIN - (( )) 3 4°%10'ROD � � Hvnc Linn 3,sn 4 45 2 6 1] C 18 ^ SR Sh t Td _ 13-COMMUNICATION 2" ' CIRCUIT 3.577 4 ^ ^ 6 19 A 20 12 1 20 2 540 Root Ana Rat R ceptecle 14-COMMUNICATION 2" BREAKER - Pdce Sign 360 1 20 -1 12 21 B 22 12 1 20 2 180 - Rao t I 15-POWER/COMM. TO CANOPY SECURITY CAMERA(1 1/4") .GROUNDING DETAIL - N.T.S. Dart-.Controls, 300 2 15. 1 12 ZS C 24 10 2 30 3 2,OBD Weer Heater 16 -POWER TO CANOPY FASCIA AND DOWNIL HTING(l 1/4") - - -\ 80/2- Price sign 360 1 zo 1 12 25 A 26 10 3 z,oeo - - ( ) 11 Sacurn E I aril 360. 2 20 1 12 T! B 28 ^ " " 17-POWER TO CANOPY FASCIA AND DOWNLIGHTING 1 1 4" n GFI Lira water mane t.66o z zo 1 1n zs C 30 18-POWER/COMM. TO CANOPY SECURITY CAMERA(1 1/") LEGEND spare Li is and Fan 446 1 10 t 12 31 A 32 3 2 a0 1,600 Panel"B•SubF-al Breaker 19-FIRE SUPPRESSION PROCESS LINES E 1 TO CONDUIT DESIGNATION.NUMBER. ZOO/3 ) • - Cashier Receptacles 360 2 20 t 12 33 B 34 3 5,400' 21 -POWER.TO.F.S. ALARM AND HEAT DETECTORS(t t/4") O SEE CONOUIT SCHEDULE ' - " 21 -POWER TO DISPENSER //11,12/DATA WIRING(1") - pace 22-POWER TO DISPENSER //9,10/DATA WRING(1") E_Y7 EQUIPMENT DESIGNATION NUMBER � � _ � t Site Night iJgMa(5 26 1 '0 . 10 37 A 38 8 3 25 5 1.632_- Unleaded TurDlna Pum Mesta, 23-POWER TO DISPENSER //7,8 ATA WIRING 1" SEE DWG.G-12 _ - _ - ,. Generator Charger 500 2 20 1 12' 39 - B 40' e 5 n,63z. 24-POWER TO DISPENSER p5,6/DATA WIRING)1" PROVIDED AND INSTALLED ' - - + " 25-POWER TO DISPENSER q3,4/DATA WIRING 1" BY KIOSK MANUFACTURER - _ .-. - 1 1/4"C, 3;#3 & - �o t z� 1 1z A e 6 1'63z Shunt-Tap Con Son SSS snpht-Trip 26-POWER TO DISPENSER /i1,2/DATA WIRING(1") - - S .1 8 GROUND `• Ls32 6 e a5 B 46 a 6 ts3z - 27-POWER/COMM. TO POLE SECURITY CAMERA S7"),. _ - ' # ts32 6 s 47 A s'mo a 6 1,632 28-HOMERUN TO ATG PREMIUM 12K TANK(3/4)'. - N OTES - - ¢ Dlesel Turbine Pum 25 3 3 25 Unleaded 2pne Pum Slue 29 -HOMERUN'TO:ATG REGULAR 20K TANK(3/4") '- - - SERVICE LATERAL 3"C, 4 #3/0'. .SEE GROUNDING•.. :;� ,.;, mane Tn SR ' 51 B 52 s/r 6 sham-Trip 30-N/A - - • UNDERGROUND ^- `. - DETAILAT LEFT. ,.... _ ..-slea Night ushta<s> 226 1 zo 2 10 - 53 a 5, t63z space . 1.ALL WIRING TO BE COPPER TYPE THHN OR'THWN INSTALLED+ - s - + - _ 226 1 1D 55 A - 56 a 3 25 6 1,632 Premium TurbNa Pum 37 -N/A - IN CONDUIT PER THE NATIONAL'ELECTRICAL CODE: - - a - h °' , - -' '' "1 - - LT Equlpmeht(011 500 z ao -1 10 57 B 58 a. 6 1,632' 32-E-STOP CIRCUIT AT CANOPY COLUMN(3/4")- ,. ,° - - `. : LT.Egwvmem(alsne) wo 2 10 ss-. c so e. • ^ 6 43 n 2.SITE ELECTRICIAN IS RESPONSIBLE FOR MOUNTING CT,METER,AND MAKING, SINGLE , _• " .33-TEMPORARY PHONESERVICE(1')'OR OTHER FINAL ELECTRICAL CONNECTION'.OF SERVICE'TO BUILDING PANEL,. _ t -' _ - s ace - 61 A 62 sR - spur-Trip 4.34 FUTURE PYLON SIGN (3/a") NGLE LINE DIAGRAM _ 35-SUMP SPARE- UNLEADED 3 4" - " " - _ _ space s3 a fie - ( / ) 3.OPEN _ .. SCALE: N.T.S. = 1'-.0" .. s space 65 C Be SPaw 36-SUMP SPARE COMPARTMENT{3/4") + 4.CONDUIT SHALL BE INSTALLED:IN BUILDING,ASA COMPLETE SYSTEM - - ` '' , - - ' Space 67 A 68 .Space v ,. 37-HOMERUN TO ATG UNLEADED 8K TANK:(3/4"), AND BE SECURLY FASTENED IN'PLACE TO STUDS,OR BLOCKING AT LEAST. - - - - spew 69 s 70 space EVERY 10'-0"AND WITHIN.3'-0"OF EACH OUTLET BOX,-0R J-BOX,OR '`' �� •' *' - v FITTING.. .. _ ._ �. - space O CO KIOSK OR i$TO ASSUME 15O'OF R CONDUIT. S,ALL OUTLETS TO BE LOCATED-0 20 1 2"A.F.F. U.N.O. • ^ " r .p . - ° FROM KIOSK FOR.TEMPORARY PHONE SERVICE SE OTHER: / ( ) - - - - ,-. Phase A Totalm 17,911, Total cobaened load= 61,910 SLelo Watts =144.2 AMPS e -FOR SITE PLAN AND:OWNERS FIELD REPRESENTATIVE 6.GENERAL CONTRACTOR UI RESPONSIBLE FOR OBTAINING A FAULT _ - "' Press,8 Total•..16.914, .: FOR LOCATION. .,+ CURRENT STUDY RATING G REQUIRED IC LOCAL AUTHORITIES. ^ + • " Phase O Total 17.085 - ' INTERRUPTING RATING OF SERVICE EQUIPMENT IN THIS BUILDING IS 10;000 LC.S.A..- '. '. � ,: - .. . - a:CONSULT SITE PLAN AND OWNERS.FIELD REPRESENTATIVE- GENERAL CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY.AND „ - - item. Donn.Load(Whi :Demand Feetorfaw NEC) Demand Lmd(KW) - . FOR LOCATION: - - • DETERMINE AVAILABLE FAULT CURRENT&SUPPLY.A REMOTE MAIN.SWITCH WITH - - - I.=Ughting +`. So 1,25 - 8.7 a `y•. - - CURRENT LIMITING FUSES SHALL BE PROVIDED AND INSTALLED'IF NECESSARY TO - 3 2=R cegical Other Be 1 6.8 LO R FAULT CURRENT TO COMPATIBLE LEVEL. t 3=Mi eellaneoue 11.2_ e. t - 11-2 - .. - A-17,19 J r d'. S=Largest Motor 4.9 1.25 61::1 ..ROOF TO - - " Additional Motor 14.7 - 1; 14.7 • - _ o X o o-p A-20 GFCI A-20 WP/: •.ROOF TOP A-33 - - TaaTDema aAmw)� .(s4s/o.3s)= 151.7nMas 1.7 .6 +44" SERVICE RE TACLE ° D 1 . - Parrel Number= a 120/208 Von. - T ,S_ A O A-24,26 Type, WareD a Maintyps'.MLO EL2 o WATER HEATER 8-221G S !, Penal pongRating= oo AMP 1 1 Phase,3 Wlre Styles Sunace Flusb Sid?Feed, WATER HEATER,SEE SHEET N=a " htl e P Wire .Number Phase Number. Wire P OB DF Wanes Loedwreotoy costing 10,000 A. . a f5 FOR LOCATION. E _ _ swltchad N-Tal SIN :.1 A 2 S c EM " • - - - •r - •. O _ a. ,A - " - Dispencer#1 1) goo 3 -20 1.. 12 3 B 4 12 1 20 3 900 -Dlsponsar#2(02) { •N •� B O ❑ = a + Switched N-mal- BIN :5 A 6 s/N Swi[cned Neural- . 1 '-. v �; EL2 e ARE ALARM PANEL A-12 dG. i Da ncertK(CO) Soo 3 20 1 12 7 -B- a 12 1 20 3 900 Dkpense N(D4 E ". - - - o (BY GTHERS- " Switched Neutral SIN 9 A 10 _ SIN Switched Neutral - o- -. e' \ _ N i'.' - Dispenser#5 OS 90D 3 20 1 12 11 B 12 12 1 I0 3 900 < DlsPanser#6 06 - yi 4IG A-8 IG Swhchae Netral S/N - 13 A 14 SIN Switched NeutralC - -2"1G,.1 \ . _ - Spare 15 a 16 _ :.sparei�c n GLG ° '.. - a: 8-25-IG. I `- S a 17 A 18 SlN Switched Neutral "+""l ceu) .. y�•,._e 8-21 IG " ., _ I.G. SwachW Neutral BIN t9 B 20 - 6Pacei'.- + , � O .+56 _ .- LG. Low Vida aDisconnect 600 3 20 t 12 21 A 22 12 1 20 3 800 Intercom" O - -' t.G. - Switched NMreI SIN .:. 23 8 24 SIN 6witchatl Neutral+52" A 33f- �OpWayne UDS Box 200 3 20 1 13- 25 A 26 - SPac- SPace B e _ space 29 A 30. SPace+52" .R 7,.' y-9 J/4 A-14 IG' om - • PheaB A Total= 1,600 Total C ryeeted Load= 7.000 700o Watts 0 A-20 GFq A-231G +22`1 Phase s Total s,aoo 205 v on ELECTRICAL PLAN - u. SCALE: 1/2" = 1'-0" - _ LIGHTING 'SCHEDULE EMERGENCY START/STOP w MARK DESCRIPTION QUANTITY WATTS MUSHROOM TYPE BUTTON FOR " BUTTON MUSHROOM TYPE @ 48"A.F.F. y EMERGENCY SHUT-DOWN QA COOPER22EN-LD1-34-UNV-L840-CD-1-U 3 34.8 SEE CONTROL DIAGRAMS ON W 2'.X 2'LED LAY IN LIGHT FIXTURE W/INTEGRAL, SHEET EL3&EL5 FOR DETAIL THERMAL PROJECTION, +48" WIRING OF INTERIOR LIGHTS EXHAUST FAN-BY MECHANICAL 2 - z o METALUX NO. SSL-217-UNV-E881, © FLUORESCENT STRIP LIGHT FIXTURE W/ 1 34.0 ELECTRONIC BALLAST&INTEGRAL THERMAL' J-3 +48• an PROTECTION A-31 APPROy® ® +48" % - DATE 9/10/15 ' - PIPS CORPORATION - o .... Canoga Grove.WI. -31 48 CRAIG L.MOLNARc Professional Engineer - +48 - CEILING PLAN \\m911 CRAB APPLE RD 15123-05BJ5II SCALE: 1/2" = 1'-0" - `MUSHROOM TYPE BUTTON FOR G ROSWF-LL,GA 111015 - 4 o elama pTo)gg2-sm1 Fa.(nal9px-7sa3 EMERGENCY SHUTDOWN - - DATE BY CHK REVISIONS - R -- - _ _ F - DRAWN BY: P. �gK JOB q G58J511 Tna:a maw;na5 am atl BlNapnoa lNr.oa aN o(a com dantla retare aaa 1801 Rockdale Industrial Blvd. BJ S Wholesale Club Inc. �'&� O, 5901yanough Road rrm tM propanr of FNr+das=swnaras,mc.IFMSI.Apr ale N - © Voice:(800)366.6385 raprodenicn of those draeaar for any purpose.oxcart by ended Conyers,Georgia 30012 ' Fax:(7701483,:6037 DATE: 7128115 B E�LNAR 'ski &Hinckley Road ., pedi o1 Fray Maas Smrctums.in.is Smelly proNh tool. , F R E Y M O.S S 1 tr rRICA E L 1. 8-0 x 18'-ON Modular Kiosk CHECKED BY: No.5D84g Hyannis,MA02601 ®zeoseerMosssaacwre:,mcMlrienurosalea 1302EskaWay � www.frey�mass.eom rg� EP �' - Silverton,Oregon 97381 -frns@fray-moss.com. - onullp°� SCALE: 112"-1'•0" -. S T R U C T U R E S Electrical&Ceiling Plan DATE: 7128115 6 OF 12 914115 RAS CUM 1.CODE COMMENTS - - DRAWING k- FROM DANFOSS - FOt 64A BOX --- TO SECURITY PANPANEL�E 1/2-CO CONTROL I/2'CONDUIT - O 64,20 TROUGH FROM E-STOPS 1 1/4' 1 1/4• I/2'CONDUIT I 1/Y CONDUIT FROM r-- -------- -- --- -----1 FROM FIRE ALARM PULL PRESSURE SWITCH - ----------, STATION IN ATTENDANTS O I I 1 2 COUD I 1I - ROOM-1/2'CONDUIT -I I FILTERED pROUl15 I � POWER TO FIRE SUPPRESSION PANEL -1/2'CONDUIT \ I I - I I 11 1/4' 1 I PUMP OONTRQIFRS REQUIRE �E ' - F I J POF I I Y QENR TO LEFT(HEAT SINK) �E SITE ELECTRICAL E-S71Y I AND 5'CLEAR TO PoQIT. CONTRACTOR SHALL I I' CONTACTOR I CIE PRESSURE OPERATED CALCULATE AVAILABLE I I © I I SWITCH PANEL FAULT CURRENT ANDSUR LABEL PANEL WITH a SUPPRESSORS OO I I O CAPERS TANDED GATE CALCULATED PER 2014 18' PANEL ® I I NEC 110.24(A) ELECTRIC SOLENOID 6' O VALVE II II �E NITROGEN BDTnE 91 Lr - 1I It RG I I a D(I1nNG SUPPRESSORS I I �E CONTROL EL AUARLI .I I CONTACTTXlS I . . .. . .CONTROL PAN0. - 7 I I " 8'x 8"TROUGH OU ELBOW a k a-1z We To It AC POWER WRING TROUGH I I O - .' DISPENSER NON(ISOLATION - - ( I { BOXES• A-20 SEAL OFF flTTIN I I QI Wx 87e 60"AC POWER WRING TROUGH ( - .. TYPICAL ALL CONDOITS ". - *•R' 1 I :OAS SfATKIN GENERAL ^- �E 1 1/4'CONDUIT F I I .. - I I CONTRACTOR TO CIFARLY y _ COPPER TUBING r I I ( I .LABEL THE FUNCTNIN OU I EwDRWNOUITDSNGA LEGEND I I: PawruARm O CONDUIT DESIGNATION NUMBER 1 1/4'CONDUIT F I ( ( �'�NFIOO 7 SEE CONDUIT SCHEDULE AND STROBE/HORN I l 1 I AND STROIiE/NDRFr - 1 I I ( EQUIPMENT DESIGNATION NUMBER • • � -- E-27 SEE DWG. G-12 • 1/Y RMC FOR/8 THHH - GROUND WIRE FROM NAM �.ANnATE D DND r ER CAS - BY OSKG BUSS PROVIDED AND INSTALLED LLOC MANUFACTURER • E ELEVATION COUNTER EiEVAT10N a EFVATION. o .. SCALE,•a 1•-0' nn a �, o - _ CONDUIT SCHEDULE ELECTRICAL EQUIPMENT SCHEDULE• i--INSTALLED BY BY N 1A ® ��`4) ® - KEY - DESCRIPTION - QUANTITY S 1 1 -I.S. SENSOR WIRING FOR UNLEADED TANK (3/4") 1LJ�1LJ C�_�I Cl 1IJ I I3' Il 1 AJ9 �L 1 C - 2 - S. SENSOR WIRING FOR COMPARTMENTAL TANK (3/4") 1 SQ. 0 PANEL BOARD 72 CIRCUIT 200 AMP MAIN BREAKER 1 B.S. B.S. 3- POWER TO SUBMERSIBLE #1 (3/4") No.N0472L2,INTERIOR,NQN62Q&QGL32225 MAIN BREAKER a-POWER 70 SUBMERSIBLE #2 (3/4") _ v 5 -(6) I.S. WIRING TO DISPENSER SUMP SENSORS (3/47) > KIT,NEMA 1 BOX,EQUIPMENT GROUND BAR KIT No.(2) ) SCALE: N.T.S. = 1 —0 s PK23GTAL AND(1)PK9GTA I.G.GROUND BAR KIT WITH A 6 -(6 WIRING TO DISPENSER COMMUNICATION (3/4") No.PKGTAB INSULATOR KIT(120-208V/3 PHASE) 8 _N/ASPARE TO DISPENSER SUMP (3/4") •• 9 -POWER.TO AIR MACHINE (3/4") • [P!FSC0:FtPs0RAT10N PPROVm _. 10 -VEEDER ROOT OVERFILL ALARM (3/4") 10115 2A ;.SQ"D"No.891OOPA93VO2,3 POLE-600 VOLT 90 AMP 1 B.S. B.S. •11 -MAIN POWER.(2-1/2")DEFINITE PURPOSE CONTRACTOR WITH,120 VOLT COIL 12 - COMMUNICATION (2") NOTE: THIS $ULLDING IS A MANUFACTURED -BUILDING AND SO "D° No.8910DPG4 NEMA }ENCLOSURE 14 -COMMUNICATION (2) 1 - " BUILT BY TREY—MOSS STRUCTURES, APPROVED 2Br - 15 —POWER/COMM.-TO CANOPY SECURITY CAMERA (1 1/4") "SO°D°LOAD CENTER, S Q0 CIRCUIT Q0 AMP MAIN LUG 1 B.S. B.S. 16 -POWER TO CANOPY FASCIA AND DOWNLIGHTING (1 1/4") j. SO�D� No. Q03C30US COVER,. 130L150G BOX AND 17 -POWER TO CANOPY FASCIA AND DOWNLIGHTING (1 1/4") MASSACHUSETTS BUILDING MANUFACTURER. #187. INTERIOR, EQUIPMENT GROUND BAR KIT No. PK23GTAL 18 -POWER/COMM. TO CANOPY SECURITY CAMERA (1 1/4-) �' - - _ 19 -FIRE SUPPRESSION PROCESS LINES (1 1/4") _ 20 -POWER TO.F.S. ALARM AND HEAT DETECTORS (1 1./4") - _ 3 SPARE 21 -.POWER TO DISPENSER #11,12/DATA WIRING (1") 22 -POWER TO DISPENSER #9,10 DATA WIRING (1")>< 23 -POWER TO DISPENSER #7,8�ATA WIRING (1") • 4 GROUND BAR 2 B.S. B.S. 24 -POWER TO DISPENSER #5,6/DATA WIRING (1") 25 -POWER TO DISPENSER #3,4/DATA WIRING (1") o NOTES 26 -POWER TO DISPENSER #1,2/DATA WIRING (1" 5 POWER INTEGRITY No.SMS-PS-12-09-15,SURGE, 1 -B.S. B.S. 27 -POWER/COMM. TO POLE SECURITY CAMERA (11°) n 1.ALL WIRING TO BE COPPER TYPE THHN OR 1HWN INSTALLED S.ALL OUTLETS TO BE LOCATED ®20 1/2" A.F.F. (U.N.O.) SUPPRESSORS, 120 VOLT/20 AMP.330 VAC CAMPING 4OKa 28 -HOMERUN TO ATG PREMIUM 12K'TANK (3/4") IN CONDUIT PER THE NATIONAL ELECTRICAL CODE. SURGE RATING AND tO,OQQO SHORT CIRCUIT MAX.RATING 29 -HOMERUN TOATG REGULAR 20K TANK (3/4") 6.GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A FAULT IN A SURFACE MOUNTED ENCLOSURE 30 -N/A - • 2.SITE'ELECTRICIAN IS RESPONSIBLE FOR MOUNTING CT, METER, AND MAKING CURRENT STUDY IF REQUIRED BY LOCAL AUTHORITIES. 31 -N/AINTERRUPTING RATING OF SERVICE EQUIPMENT IN THIS BUILDING IS 10,000 I.C.S.A. 32 -E-STOP CIRCUIT AT CANOPY COLUMN 3/4") ` FINAL ELECTRICAL CONNECTION OF SERVICE TO BUILDING PANEL. 6 POWER INTEGRITY No. SMS-PS-12-09-15,SURGE 1 B.S. B.S. GENERAL CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY AND 3.OPEN DETERMINE AVAILABLE FAULT CURRENT&SUPPLY A REMOTE MAIN SWITCH WLTH SUPPRESSORS, 120 VOLT/20 AMP.330 VAC CLAMPING 4OKo •33 - TEMPORARY PHONE SERVICE (1") OR OTHER to CURRENT LIMITING FUSES SHALL.BE PROVIDED'AND INSTALLED IF NECESSARY TO •SURGE RATING AND 10,000SHORT CIRCUIT MAX.RATING ••34 - FUTURE PYLON SIGN (3/4") n - LOWER FAULT CURRENT TO COMPATIBLE LEVEL. IN A SURFACE MOUNTED ENCLOSURE 35 - SUMP SPARE - UNLEADED (3/4") o 4.CONDUIT SHALL BE INSTALLED IN BUILDING, AS A COMPLETE SYSTEM - 36 - SUMP SPARE - COMPARTMENT(3/4") oAND BE SECURLY FASTENED IN PLACE TO STUDS OR BLOCKING AT LEAST EVERY 10'-0" AND WITHIN 3'-0' OF EACH OUTLET BOX, OR J-BOX, OR 7 (3)SD.°D°No.CLASS 8901 TYPE L040V02,4 POLE AND 1 B.S. B.S. 37 -HOMERUN TO ATG UNLEADED 8K TANK (3/4") e FITTING. ((1))SO. "0"No.CLASS 8901 TYPE LO4OVO2,6 POLE LIGHTING i CURACTOR WITH A 120 VOLT COIL IN A AUSTIN TELEPHONE . CONTRACTOR IS TO ASSUME 150' OF 1" CONDUIT ce CABINET No.AB TYPE A,SURFACE MOUNT FROM KIOSK FOR TEMPORARY PHONE SERVICE OR OTHER. Is _ 8 POWER INTEGRITY No.DDS-80MFWE/U,DISPENSER WIRING 1 B.S. B.S. CONSULT SIZE PLAN AND OWNERS FIELD REPRESENTATIVE , _DISCONNECT FOR 8 DISPENSERS USING 4 WIRE PER DISPENSER FOR LOCATION. i 6 CRAG L,MOLNAR 9 POWER INTEGRITY No.DDS-804C,SECONDARY DISPENSER 1 B.S. B.S. •• CONSULT SITE PLAN AND OWNERS FIELD REPRESENTATIVE EV P-roofe—ssional Engineer WIRING DISCONNECT FOR 8 INTERCOM 2 WIRE CIRCUITS WITH FOR LOCATION. (1)6"&(1)25'DB-9-M-F CABLES saa:y rnwenPPSF ao 15123-G5BJ511 RMWEIL GA sxr3 PMne(M)p 5L r Pu(M)99.7M 0 DATE BY CHK REVISIONS DRAWN BY: E r JOB N G58J511' --� These d®.rope mm en infxrmeuon hereon ere of o axmidrRtiel amue ma 1801 Rockdale Industrial Blvd. p - mnen the papers of Troy Moss Seestmm,Im(HAS)Any usem © Voice:(8001366.6385 BW1'S Wholesale Club Inc. ' " 5901yanough Road rropmductmnofth�adraynnasform�yperoseaumptbyoissms Canyers,Georgia30012 f Fax:17701483.6037 RAI°L. �` pm,kson of F.y7Moa Saec(mes,I..a saxny p olmred. F R E Y MOSS. GATE: 7f28115 MOLNAR &Hinckley Road e s OO 3 ELECTRICAL �(+ Hyannis,MA 02601 E L 2 1302EskaWey ' 8-De X �E7e-Ora Modular Kiosk CHECKED BY: No,ffo64e 0 2006 FrePMass Soac—,Inn All rryhu rmmret W W W.frey-moss.com SiHerton,Oregon 97381' .frns@freY-moss.wm DATE: bryaei° SCALE: 112"-1•-O" - STRUCTURES — Electrical Riser&Details DATE: nzfine LDITawINca OF 2- I SITE LIGHTS CANOPY LIGHTS SIGNS LED.PRICE SIGN CANOPY NIGHT LIGHTS 3/4'RDA FOR I.G. _______________ CIRCUITS POWER .. . - ; 1 _,, TTTITT TTTT ` TTTT . TTTT 1 - 3/4 RCM FOR - • NORMAL POWER . CIRCUITS .` j POWER AS REGAL ` I..I (3)I.RMC FROM STUB UP FOR RIDGE 9o'S EARL CONUCIDRS A B C D 1' AUIOGAS REGAL AND ' THROUGH FLOOR INTERCOM TO TROUGH .1. - PLUMBING FLOOR 1 I I I. - - - . I I - .. 1/Y RMC FOt/B 1NHN GROUND 1, STUB-THRU I I 3/4'RMC FROM. WIRE FROM MAIN PANEL TO .. .. AUTOGAS REGAL I 1. GROUNDING BUSS LOCATED UNDER - ^ DANFOSS ISOLATION ' STUB-UP CONDUITS i i TO OEEDEft-ROOT I CASiIFR COUNTER _ ,;- .. i a-osE TO wUITALL I 1 ,-, - ' r •` _. ;..RELAY CONTACTS- _ SEE E3:2 r; " r APPROV® , 2•-9 112" .. .. _ CORPORATION .. , -. r A-31 BIAfX _ - 12 ., .-PPS � .", � > -.STUB—UP RIDGE 90'S 7, 5.� - , Cottage Grove.wr . 7. THRU FLOOR AT - 0 VOLT BLOC(-OUT N YABTE... „ .. - NOTE .. '. USE BONDINGBRUSHINGS-OF All SEAL—OFFS Or ENDS OF ALL - * CONDUIT STUB—UPS CANOPY AND EXTERIOR'LO-MG CONTROL } , 'SCALE:N.T.S. E PETROLEUM\COMPUTER EQUIPMENT(B-21.BANK 1). 2 4 VOLT CONTROL N '• `_� - - - OLEUM\COMPUTER EQUIPMENT(B-25.BANK 2).. PETR -' - PETROLEUM\COMPUTER'EQUIPMENT{B-22.BANK 3)� '•:«a SOLATION LIGHTING I 'NO.RS41V14 ,' OANFOSS IN TERI OR SPARE RELAY SEE E4.1 RELAY W/No. NR41.BASE YEEDER-ROOT PAREL(A-14) _ .. . . gGuan ALARM Par1Fi w :.- S • - - - - ® 'GROUND BARD i0 A 16 µ A-16 SHUNT TRIP &ADK.- • r ' at;,. - .. NEUTRAL .. DISPENSER f t(B-3) A-32.x r : . - .. - - DISPENSER f 2(e_4) n • W/ SHUNT TRIP SHUNT TRIP •.SHUNT lAP SHUN TRIP ^ e •,:u.+ *FIRE SPRINKLER R - -NEUTRAL - -BREAKER .. BREAKER >:, BREAKER BREAKER DISPENSER f 3(8-7) : - BLACK '� RED m (WHEN PRESSURE SWITCH cm a- 4042 COIL a- 4a50 cm _, a-56, so .COIL a-esaas a o a o a o DISPENSER B a(8-8) A-31 _ .... 4 ,. 90 AMP 3 CIFAIaNC J4 ryG 4fA C�pgING . :K CIFARMC - T POLE H/0 SWTKN SWTCN. SWITCH SAT H DISPENSER B 5(B-11) 120 MOLT WHITE WHITE 0 LIGHTS CONTACTOR 'm E-.STOP SWITCH ,LINE WITH-120 '• . .' ME DISPENSER J.6(B-12) V KIOSK EXTERIOR T VOLT Cql • a O SPAgE - x E-STOP SWTCH SPARE - w KIOSK ATIENDANT •r•.' .SPARE - ''m ROOM .. ' t � E—STOP SWITCH SHUNT TRP SHUNT TRIP SHUNT TRIP .SHUNT TRV` .. - P KIOSK EKTERIOR COL COL COL COd _ - a GROUND BAR - - REGULAR REGULAR PREMIUM DIESEL' m ,B, PUMP PUMP PULP PUMP - ..pp/� /�•{E/� /ypry�I'{� . . SUB—PIED BLUE. : A-6 SURGE(TTVIEC IVN VIE:IW11�7- LL F .. SCALE:N.T.S. EMERGENCY STOP COM ROL M INTERIOR LIGHTING CONTROL o SCALP:N.T.S. : _ SCALE:N.T.S.. - CRAIG'L MOLNAR E Professional Engineer IOPzv cxneArrLS Hn 15123-05BJ511. a PKuviau.,ow tarn - no.�Gno)svz-se'!2 PaRGrro)°n-vsva .. , •. DATE BY CHK REVISIONS - - -;DRAWN BY: �,E.�� •; �JOB# 65BJ511 Twsoaro swdmTnrwwoswncremereolawmmenereueAna 1801RockdaleIndustrialBlvd. BWJ'S Wholesale Club Inc. ? At � 5901yanoughRoad 6385 � ` remrnihePrapertyofFrnydlassstrudwes.hu.IfM61.AnT°Seof Conyers,Giorgio30012 '� © I'm(18001366 - roArodvwmnormos a..,nA 1 vvwln:n,famtbr�nen - ' faz:1770)483.6037 B ,Ins.°smolrwolnml«a. n DATE: 7128115. ,? FLECLAIf AR &Hinckley Road pwmrrwn ul l*TAL 6mut - FIRE � ' - - 1302 Eska Way ,■,�0s� 8r"0 nX 18r-Drr-Modular K10$I( CHECKED Y: y°'isoeae� '(5 I O L Hyannis,MA 02601 E L,3 ®2006RovMoss,Smaoss,IraAenvlostase ed $ T R U C T U R vvvs@frey-OSS.Com g,� a.�6 Silvertan.Oregon 97381 fms@frey-moss.com SCALE: 112'-1'0 E S Electrical Details DATE: 7128115 � $OF iZ --- - DRAWING# J L AK-SC255 #0 (Located inside Gas Station) FGas Station AK2 108 Enclosure Details aL'A 3.00 4.00 8.00 8.00 4.00 3.00 i e v®a ' (Internal View) DD - - O LN UR o ❑ -_ JP31= oJP4 @o�P 8 --'-� �� AK2-CM 101A Communications module is included with the 108 enclosure. O UNrrIt Ponduit R Y S©Q -i..Fa•. ❑°O° O 080ZOO1 7 UNIT ID p S - oCODo - $�-- _ 8g' _ o 0 0 0 0 .3:0. o o Er.-""�" FB..eeDus8.JP3 COMMUNICATIONS TERMINATION BLOCK - - ti LOCATED INSIDE OF AK-SC 255 AK2-108 Enclosure P/S N Loft J9 - Rail gel 08OZOO61 Enclosure will accomodate a single row of AK2 Modules 4 Full Size AK2 Modules or 8 Half Size AK? Modules COD i If o 0 0 10O O T i 5.00 USE 1/4 DIn.MOUNT[ (Note: Input/Output modules are not included with the 108 enclosure, TBfRTInatOr HARDWARE THRU.312 _ - l DIA.HOLES 10 PLACES they must be,ordered separately.) 1 O wI IRS.I I Rrrs OLD,, DMrYE0.5n I.a s DD. 6 e4 , Y . � ' ' - I � LL OiffNrtS®I 1 DIDITK M9r15 Bd a .. ... • - ' .. , t' F,1 Terminator s e OCLO O .. r i P. _ • a eases ee eeeeemeeee eases ease see ee e ' ' ' ._080ZO017 ° _080Z0017... 3/-KNOCKOUTS NOTE: o ° 1.INSTALL ENCLOSURE ON A VIBRATION _ o o °o .. 1'KNOCKOUTS 1.SEE NOTE 4 °o- o n - G° I FREE SURFACE,MARK HOLE LOCATIONS.. i - - _ D° °° 2"KNOCKOUTS 8 PLACES _ _ o— o a °° �: USE APPROPRIATE HARDWARE FOR ef°a F a°o ® p'„ - - MOUNTING TO STRUCTURE. ' 0 - 2.FOLLOW ALL NATIONAL AND LOCAL a ELECTRICAL CODES WHEN INSTALLING. `eeeeeeeeee see sasses eeeeeeeeee `eases e e _ _ 3.WHEN INSERTING WIRING,BE SURE . - o o o O=Beldon 8761 or equivalent. _ HIGH AND LOW VOLTAGE ARE KEEP ,. Cnj ISOLATED. - c - - O=Beldon8729crequivalent. 4.ALL REMOVED KNOCKOUTS MUST HAVE a - =Denfoss Wring. CONDUIT FITTINGS INSTALLED. `Madison Wiring. r (AK2-108 Enclosure) n lV • N O ; ' APPROV® - v CRAG L MOLNAR. DATE 9/10/15 �� — PFS CORPORATION E Professional Engineer cDn,e,Genre.vd z 10��ABAPPe a° 15123-G5EU511 - - ROSWEIl.Gw JaIYH ... PbDrc(]y0)992-SOTI FOI(JA)992-]59J —� DATE BY CHK flEVISIONS DRAWN BY: P,.E. JOB/! G58J511 Tensed—up andenim inhume-of. rdidanielrelVAud I - 1801 Rockdale Industrial Blvd. BJ'S Wholesale Club Inc. Voice:(800)366.6385 6zdr F1ss"0 5901yansugh Road awneevuv Ih ordmovigmsD 1pwpmu..wt Amuseu - Conyers,Geor Georgia s,eP-monm me.mewSas tM 4w 4lokIryr by rim g PREY moss C C Fax:1770148&6037 GATE: 7128115 o�p y�- &Hinckley Road pmmiswn or rrevluom SDuctem.me u rvsrh RdiCitea Y �J lJ 3 . " t5 ELECTRICAL m Hyannis,MA 02601 02006 Rey Moss Slrmturm.Inc AP rilna ns°end 1302 Eska Way www.frey-rnoss.corn 8A"X 18r-Dn Modular Kiosk CHECKED BY: No.sow 1 Y j Sihertan,Oregon 97381 S T R U C T U R E S frns@freymoss.com Electrical Details DATE: 7128115 uuf�° SCALE: _- ORAWINGq- 9 OF 12 EMHS3-1 Zone/Humidity COMMUNICATIONS TERMINATION BLOCK Sensor I'/O Control Details LOCATED INSIDE OF AK-SC 255 °KPLATE Lonworks J9 . r{ T III PHOTO-0132 Light Level Photocell Reference Table Point NORTH (Foot Candles to Volts DC conversion) 0td0 0e0 0e0 •L F-C. Motl.DC P.C. Vob DC F.C. 9 Ekc F.C. YMb OC F.C. VaIb OC F.C. Vo9F IX.' F.C. VoIb DC F.C. VoIb DL 0 0.000 29 a650 52 1.= n t950 1. 290a 1. aZ0 1. 3900 lax 0-6 t am T 0.90 a3 1.025 n 1.9I5 105 2@5 13, a275 15] 3.935 tin, ,.575 - 0 2 0.050 xe a]W a1 1.360 e0 2000 108 2fi50 132 3.3(D 159 3.950 la• 1.a00 Yl Z ,� 3 a.ms 2e am se ,.ars e1 zozs tin ze)s ,a 33zs tse a9]5 ,as •.ses . fn • o.,ao ao a750 56 tlao ez zo5o fro zno 1N 3350 160 4000 tee I.ew tD R W 5 M125 3, am 67 1.•s 87 x.On f08 2725 135 a3n t81 1.025 187 /.6)5 ' - 1 Add Jumper I♦7 a 0.160 33 0.600 58 1.450 Br 2t00 11a 27W 139 3.400 162 ,A50 1e8 1.7aa �.,. - 7 0.175 03 0.82a 59 1An alas 111 2. 131 9A8 163 1.07a fro -*m 9 0.200 9• am w 1.500 as 2150. 112 2.800 19B a,50 ta• 1.10D' 190 1.750 9 am as am al /.525 87 21n 113 29B 139 �F4n IN4.125 191 10 0.250 35 am e2 1.550 ee =x) 114 za5o n asao lee •.,ao ae00 . n am n am m ,.an w 295 11a 287s 141 3m ,n •175 -1 12 am 3e a9w e/ tool 90 zao� t,e iiiw 1a a55o tse 4200 ,9• ,.e5o I Terminator 13 0. 3-0 aws 6a ,.es 9, xss „) 2925 1" FSn ,es g 11 O.EO ,0 1.000 89 1.W0 a 1m 1t8 29a0 1M Ti00 770 12A t9a I.9pp I � �IS LL- ,s oa15 It ¢s W ten m 238 ,te ze75 ,as ass ,), am 9) +98 ,6 a- c 18a0 . 1.700 w VeO 120 am 1. aeW m a300 199 •eso I III I -- Outside Light 17 0.•s 4 ton w ,.7s es Fm- 1z1 am ,o Fen 1n 4- t9s •.9n - J - - I I Level Sensor 19 0.-16 w +ero n 1.7re ea z.m 12x Faso 10 am n• ,.3s0 zm Fogg I �.-----1 �-- I 19 ons as t,zs 71 tna 97 zas ,za a0n 1,9 am 95 1375 . I l r--I---- zo 0- •a t,ao n 1.Me 9e z,50 124 1100 150 a750 ne ••ao z, 0.- q ,e7s n tazs w zas 18 3126 15, am m 4- xx aw ,e 1200. TI ,.850 10D 250D t26 a1. 152 sera 178 ,.,50 I i. I 2 I I III Photocell installed 23 0575 w vs n ,.65 01 zszs 10 T n 1. seas 179 IAn I I `i outside on rooftop 2. o.eoo A 250 7a 900 oz 285o m F2ao 5. aeso . 6a ..500 xs o.68 a+ ,.m n 188 103 zsn rm Fzs 155 Fen ,91 ass III I &final connections I i I I_r r �________ - _ _____J� LII'\f by G.o AKS11 Temperature Sensors Reference Table I I I I I ' ' I I .I - /�J ohm Deg.F ohm Deg.F ohm Deg.F 803 910 a 1031 ess .I IIIIII e, _ 1009 815 a 919 33 1043 =_ 1047 B23 837 1051 • �) .&,1 3 1055 6 - e2) 24vdC \ (RTU Unit) �, 945 lass 1�1^II I I III 835 9.9 1062 957 Iola r -----1 \ ol�II I I I I �I I C r---_-� 1074 s I I ff 1 =1 =11 I I I I I 85, See ,o7a = A-23 I I 1 I O I I O O es9 m 45 97733 lose n eez o, _ an ,090 a .. - ass No a ,095 - ® rb a 0eeaeeeeeee etas eeeeeeeeeeeeeae0eeeeeee - en 991 75 ,097 n y . . 000 000000 - 874 gee n 1101 N ;awAc oyaoc e7e - � „09 F, ta02•av arvxBA ,� ae�a a� eel s 99fi a❑ o o sae ,000 ❑ . ❑ ❑ ^-- _ ego - O ❑ w_ ❑❑ . o. ® ❑❑ ❑ e- O❑ ,m O❑ 1rm, rm es1 ,oae : ,1z, _ c - ❑ ._ ® ❑❑ . .. 1m ❑❑ ® tin We Iwo ,132 s - . o w ❑ ® ❑E3 ® aaF ,m ❑❑ ® gins ® 911 ,027 ❑ ❑a ❑❑ t a� s s ..-.. .. � .�ago .,<<.,o =Beldon 8761 or equivalent:. Men it 0e�0 �0 �000000000� a0 �rd000o 00000000000 O=Beldon 8729 or equivalent Lnj II II II RTU i - ® III III Q II - l iLl Terminal =Danfoss Wiring. A-23 OP ��, ,( III I I i Block ------- =Madison Wiring. m 24VAC o------`------ LL" '_il � 120 VAC I I I I I I I I I >�c CONTRACTOR NOTES: x 24 VAC w A-31 HOT P Interior Lights _J I ( > _O 1.ALL WORK MUST BE PERFORMED TO W TO LIGHTS I MEET N.E.C.OR LOCAL CODES. Canopy Lights/Ni.Lts/wallpacks »- w2 ----� Wl 2.Contractor to 18 AWG,non-shielded cabte from I I I I --------- >- * AK2108 control panel to RTU on roof and connect I I >>- Y2 control loops as shown. Canopy Lights-General e - I >_ Yl „ I _ 3.Contractor to run communication cables ..L------------- ---- >- G from 255 to AK2 I08 Enclosure and terminate as shown. Signs J L------ ------ ----' >- R� ------ I 4.Contractor to run sensor cables to iNOte-2 tempemtureltium d ty sensor&terminate as shown. LED Gas Price Si n gW. * -_------J •� � � 5.Contractor to install TOPS isolation relay transformer s Isolation Rela (AK2 108 Enclosure) inside AK2108 enclosure and wire as shown. CRAIG'L MOLNAR A-110VED E Professional.Engineer - DATE 9/10/15 - i PFS CORPORATION 1o7r7rnweAet•te„D 15123-G5BJ511 cone9F crwa ROSWE,2.GA 309l3 Phone(]1(n 992-50)] Fu(T70)99L•I59J GATE BY CHK REVISIONS - • - DRAWN BY: P. - JOB A' G5BJ511 �. Thus di iq,mdW1hfaretmahoreonmd. rdaoofer-lt.d 1801 Rockdale Industrial Blvd. B�'s Wholesale Club Inc. - •� �`µo 5901yanoughRoad mw9 are p,op,ty of r,Fy Mov Swetwm.tm.1FMS1.Am mF o1 © Voice:(800)366.6385 r,eprndMilo of thmo mewing,le,my pvr a„ept by,mtte, Conyers,Georgia 30012 Fax:(770)483.6037 DATE: 7128115 &Hinckley Road pmomroa of Frey.Maa 5omw,a,m,.a,OeW p,aNMtm. F R.E Y Moss pp MOTRIC -E L 5- 1302EskaWay. 8�-01,X 1❑�"Drr Modular Kiosk CHECKED BY: 3 eN c1 •l� Hyannis,MA 02601 0 mob Fnn-Wu Stn ,Im.A6 ripro rwared www.frey-moss-coin - Silvenon,Oregon 97381 S T R U C T U R E S frm@frey-moss.eom Electrical Details DATE: 7128115 oxAl txO SCALE: 112 -1.0" DRAWINGp- 10 OF 12 P-5 NOTE: ALL PULL DIMENSIONS HORIZONTAL (HOT WATER) PIPE SUPPORT SPACING HORIZONTAL (SANITARY) PIPE SUPPORT SPACING EXTERIOR HOSE BIB ACK FLOW ARE TO BASE FRAME PREVENTOR, 1/2" W(FR LPROOF) / ' 4' 3' 2' 1/2' 3"0 VSTR ACCESS.PANEL TO MATERIAL 1-1 4 1' 3/4' T/2' MATERIAL HOSE BIBB SHUT-OFF CPVC (SCH 40) 3' 3' 3'. 1 3' CPVC SCH.40 7' 7' CPVC (SCH 80) 5' 5' 4' 4' CPVC (SCH 80) 9' 8' IH X DATA BASED ON 140°F WATER IN HARVEL & DATA BASED ON 80-F WASTE IN HARVEL & ° -0CHARLOTTE PIPING. OTHER MANUFACTURERS CHARLOTTE, PIPING. OTHER MANUFACTURERS ° P-2 REQUIRE CLOSER SPACING. REQUIRE CLOSER SPACING. 10 i --- ° HORIZONTAL (COLD WATER) PIPE SUPPORT SPACING VERTICAL PIPE SUPPORT SPACING---------- MATERIAL 1-1/4' 1 3 4' 1 2'o � 3-6 ,. .i VERTICALCPVC (SCH 40) 5' 5' 4' 4' 3"0 VENT VSTRc i CPVC 10' .oCPVC SCH 80) ' ' 5'.. 4' PVC 10'o -;EDATA ON 0 F R•IN 'HARVEL & NOTE: ° i '0 CHAROTTEDPIPING. OTHEREMANUFACTURER$ 1.ALL VENTS ARE 2°0 00 ) __ REQUIRE CLOSER SPACING., FURNISHED LESS NOTED OTHERWISE i y I STALLED BY G.C..P. t P_6: UN F.M.P.TO SHIP LOOSE J I. . .. _ S-2 1/2' /,-q 7�4, 3/4'WATER SERVICE BY G.C. a - - 4 + x 3"TO SANITARY SEWER BY:G;C: 1 PLUMBING PLAN. N • � PLUMBING RISER SCALE: ..1/2" = l'-O" - . a �'. VENT BY F.M.P. �P-1 - SCALE: 3/8" ._.1'-0". - o (AS NECESSARY).: _ ' e - 'VENT , SANITARY FURNISHED AND INSTALLED - BY G.C. 7 GENERAL NOTES:' G.C.CONNECT16N --- ———— ------- 1. ALL PLUMBING TO BE IN ACCORDANCE WITH THE APPLICABLE PLUMBING'CODE - r• 2. WATER LINES TO BE CPVC. 3. FLOOR DRAIN TO HAVE TRAP PRIMER. ` BY FMP 4. ALL WASTE LINE PLUMBING TO BE PVC UNLESS LOCAL CODE SHIP LOOSE DICTATES OTHERWISE. \ FURNISHED BY F.M.P. 5.OPEN ` &INSTALLED BY GC: 6. OPEN 3^0 PVC. 3'0 S.S FURNISHED FURNISHED BY F.M.P. 7. OPEN ' _ BY F.M.P.&INSTALLED'_ - 8. HORIZONTAL SUPPORTS REQUIRED ON ALL SIZES OF PVC EVERY 4'-0" BY GG &INSTALLED BY G.C. 9: ALL VENTS THRU ROOF SHALL BE A MINIMUM OF 3"'0 TO PREVENT FROST "'A" ' " o CLOSURE.'12"BELOW ROOF TO 12" ABOVE ROOF: DETAIL de r 10. OPEN 11. VERTICAL SUPPORTS REQUIRED ON 1'OR LARGER CPVC EVERY 5-0", AND 3/4"AND SMALLER EVERY 4'+0". (COLD WATER) P-4 r H TRAP PRIMER VALVE o W ABOVE CEILING LABEL VALVE NOTE:"ALL ITEMS,BY FMP. _'FREY—` -PLUMBER "MAIN TIC OF _ MOSS°PLUMBER P-6 _ s. I me VENT BY fMP. FLOOR DRAIN - P �J ' ... - • r , (AS NECESSARY).. n .,... 4. rxi ` q PLUMBING" FIXTURE SCHEDULE ^ - a - ;I G.C_CONNEC110N —' 1/2^C14 o WATER .- -- --- -- -- -. .. - • -1/2"CW , a ITEM .`-FIXTURE DRAIN DESCRIPTION AND REMARKS' x H.. C WATER MANSFIELD ALTO No. 137-160RH, 1.6 GAL FLUSH.. CLOSET RIGHT HAND TRIP LEVER WTH ELONGATED OPEN SEAT .• 6„ S, COLOR, WHITE, ADA 3"O.S.S FURNISHED (1 o. .. ." `3'4 PVC �' ^ rnv • 1/2" 1/2" 2" GERBER#12-314, WHITE, W/•M DELTA 501 FAUCET BY F.M.P.&INSTALLED SS.FURNISHED P,2+ LAVATORY (OR AN APPROVED EQUAL) - PROVIDE INSULATION SOCKS )' BY GC.. BY F.M.P.&INSTALLED � D BY G.C. 1/2'HIN P-2 WATER, RISE ON HW&P-TRAP LINES, ADA. z - . - .. ` 3"SLEEVE IN FLOOR _ - x WI1H MIXING VALVE- SLOAN #MIX-135-A -(ASSE 1070 COMPUANT) BY IN 6"WALL SCALE: 3/8" R 3 - - - - SHIP LOOSEFURNI - P-3, WATER 3/4" - CHRONOMITE NO. M-20L/208-MM VOLT_208V/20A/4.2KW &NSTAALLED BY GC. COLD WATER HEATER / FACTORY SET 104 DEG. to BASE FRAME P-1 ———— COLD WATER(U/G) TRAP P-4" VALVE 3/4" P.P.P INC. No. PR-500 3/4'CPVC ---------- HOT WATER DETAIL yyCyy INCOMING WATER • FULLY INSULATED WITHIN n P_5 HOSE - 1/2^ - NIBCO No. 90 4"FREEZE PROOF WITH VACUUM BREAKER BASE FRAME BIBB BACKFLOW PREVENTER ��Y F.M.P. P-6 FLOOR DRAIN - 1/2' 3' J.R. SMITH No. 2005YO3-P-AO6NB, WITH 3'0 TRAP AND G.C.CONNECTIONI` 3/4'WATER SERVICE BY G.C. N DRAIN, TRAP PRIMER INLET, AND ROUND NICKEL BRONZE STRAINER APPROv® - FOR 3/4'CW 1 (GC/TO TAKE BELOW FROST LINE DATE 9/10/15 INCOMING WATER BEFORE EXITING BUILDING LINE) ANTHONY J.SALVATORE,JR PFS 00RPORATiON NOTE: THIS BUILDING IS A MANUFACTURED BUILDING c,tt—Gro E Professional Engineer BUILT BY FREY-MOSS STRUCTURES,APPROVED I WATER RISER _ i MASSACHUSETTS BUILDING MANUFACTURER#187. SCALE: 3/8. = l'-O" 15123-GSB7511 - - c Roswau.•cw 3oms Ph..("o)M-5— Fw(]]a)992.]393 ' O DATE BY CHK REVISIONS - • .: DRAWN BY: P.E. JOB p G5BJ511 Th-dr .m:Nmnu r I nI.reon oreoyn fidentW nrt nd 1801 Rockdale Industrial 81yd: �9Y unnoin mowonwr+yy+do;Swo—I=(FMS).Any9y°o Coners,Geo Georgia - © Voice:(8001366-6385 BJ'S Wholesale Club Inc. � 5901yanoughRoad L 1ND " mwoeunioo of aso e,nwu�a:ra<mr wn.3a acW,by.61. - Y r9 • - Fax:(770)483.6037 DATE: 07129115 &Hinckley Road �� �d3Ron M.M9„a(=WwInc.a tkdypnbbned FREY � F p 1302EskaWa - M.OSS.. r 8A"X 18A"Modular Kiosk CHECKED BY: a Hyannis,MA02601 P 1' . w 020HFroy-MonsSwet—In All dght,M.ad - - _. y R E S frm@frey-moss.com PIUrIII]Ifl Pla Silverton;Oregon 97381 y .�� si N �0 5 SCALE: 112"-7•p" S T R U C T U fms@freyHnoss.com 9 DATE: onzsn5 11 OF 12 ' 09�0445 OWJ RBE 1.COOE COMMENTS _ o DRAWING#- TABLE M-1 HVAC SCHEDULE DUCT CONSTRUCTION MINIMUM SHEET METAL GAGES MARK DESCRIPTION - _ QUANTITY RECTANGULAR DUCTS MAX.SIDE STEEL ALUMINUM QA TRANE- SINGLE PACKAGED 1-1/2 TON UNIT(ON ROOF).MODEL 1 .. (INCHES) (MIN.GALV.SHT.GAGE) (MIN.B&S GAGE) - #4TCC3018A1000A. ELECTRIC HEATER.HEATER MODEL No. THRU 12 26(0.022^) 24(0.020-) BAYHTRV108E 6.00 KIN. SINGLE POWER ENTRY KIT MODEL No. . 13 THRU 30 24(0.028") 22(0.025^) BAYSPEK060F. COOLING = 18,000 BTU/H HEATING= 31 THRU 54 22(0.034") 20(0.032-) 20,500 BTU SEER= 13 MCA = 43 MOCP = 45AMPS 55 THRU 84 20(0.040^) 18:(0.040') OVER 84 18(0.052-) 16(0.051') (208V/10/60). MANUAL FRESH AIR DAMPER SET AT 157 ROUND DUCTS STEEL Q BROAN EXHAUST FAN No. 676 [110 CFM]WITH 4"0 DUCT 2 ° ° ° ° ° �� H 48�� AFF DIAMETER (MIN.GALV.SHT.GAGE) AND CONKLIN 4-WAY ROOF CAP No. 333 O • (INCHES) SPIRAL LONGITUDINAL FITTINGS O SEAM DUCT .SEAM DUCT - -THRU 12 ze(o.o1s") ss(0.ozz^) 26 0.022" C '24" X 24" GRILL W/4-WAY 6" DIFFUSER &ADJUSTABLE 1 / �® 0 I LFT 1s THRU 1a 26(o.azz^) 2a(0.028'p 24 0.028" DAMPER \ /_ C /� x _ 19 THRU 28 24(0.026") 22(0.o3a') 22 0.034" 80 CFM L,J• 29 THRU 36 22(0.034') 20(0.040") 20 0.040" 1 1 J 32 THaU s2 20(00"0") 18(0.052^) 18 0.052" Q PRICE- 520 14" X 6" SUPPLY AIR DIFFUSER (OR EQUAL) low I THERMOSTAT 2 .. o - ct(i " NOTES: (FMM) _. MANUFACTURING. PLANT INSTALLATION /�. THERMOSTAT SET .. ° ^ U ANU N TO t00F WITH MANUAL° cli_ - L .FMM SHALL.FURNISH AND INSTALL DUCTS, DEFUSERS, \: OVERRIDE ° __ EQUIPMENT, AND CONTROLS FOR THE COMPLETE H.V.A.C. AND ° © -. n. - -(P�aeTu�oen�l)•0. .. F • - 2. ''METAL EDUCTWORK RATION YSHALL BE CONSTRUCTSTEM AS SHOWN OR �DEOF GALVANIZED O - S 6' FLEX f5 DAN OSS No.PHOTO-OD1 t SENSaR SHEET STEEL WITH A MINIMUM THICKNESS AS SPECIFIED IN •`>. - .,. • ` '- - - ' o^ - x- _ TABLE'M-1. THE DUCT CONSTRUCTION'SHALL CONFORM TO - \� 000000000r�-��"p - - I. 1 - THE REQUIREMENTS OF THE SMACNA.LOW PRESSURE DUCT 0 00000 00 �000 "_-. CONSTRUCTION STANDARD, LATEST EDITION.. OUTS 1/2'MC NIPPLE,4'MINIMW " 3. ALL DUCTWORK JOINTS AND SEAMS SHALL BE,SECURELY a. ' -- _• = = - - _ - - FASTENED AND MADE SUBSTANTIALLY AIRTIGHT. WHERE TAPE .: ., y • ffERRSHUB IS USED FOR SEALING JOINTS, IT SHALL'BE NON-COMBUSTIBLE "- FABRIC. _ - !`v T • $ �r -1 F - t 4. ALL DUCTWORK SHALL BE INSULATED WITH A.MINIMUM OF 2" g �j.T T T�T.�g PLAN /� �T CEILING'.HT' - -4' _ - a - „- - - 6,6.6 METAL W.P.ROOF BOX THICK, 3/4'POUND DENSITY FOIL FACED FIBERGLASS _ :• � - - :.-'. _. �� ' '- `- • _ CEILING HT.-= 7'-6 • � INSULATION, OR 1" THICK, 1 1/2 POUND DENSITY LINER, '4 SCALE: 1./2' 1.�-C„_ - - „. - - .�' HAVING A FLAMESPREAD RATING OF NOT OVER 25, A SMOKE NOT[ DEVELOPED RATING NOT OVER 50,.'AND AN'R-VALUE OF NOT '• OPNFOSS SENSOR AND , NIPPLE TO BE SHIPPED TO MESS:THAN 6. #1FL2-R _ - _ "- - #1FL1-R FlD.nE.rC. INSTALL" 5.^' METAL DUCTWORK SHALL BE SECURELY SUPPORTED, HUNG OR . L - SUSPENDED BY METAL STRAPS AND HANGERS. l -' - •'"` "' - •-6. FLEXIBLE-DUCTS AND CONNECTORS SHALL CONFORM TO THE r:..--.• ° -- ------- ------ ----- " ------- ----- ---- --- -_------ y# . ,< far, It -------- ------ ' - -------------------- ---- --- ---------------------------------- -- = REQUIREMENTS ENAR DUCT. ASSO OR tr ROOFTOPv DETAIL FLEXIBLE.DUCTS,SHALL BE LIMITEDETO B14LFEET,INFLENGTH. 11^ r - C1 k• ^' SCAIE:N.T.S. - : -CONNECTORS I .r -.I,to •END-DECK CAP :I':I 7 CLASS _. - O HEV.A.CF THERMOSTAT SHALL HEATING TPHA BE CAPABLE OFF BEING SETFROM 56'F 6 ' TO 857 AND SHALL BE CAPABLE OPERATING THE SYSTEM HEATING o EXHAUST FAN j ,- - I I' I I -- ,I I ., •'AND COOLING IN SEQUENCE.SLOPE 1/4: 12° I I 4 S PHOTO CELL 1 1 1 R 1 ° LINE 10 FT FROM „ , If I i, OA #1G1 HVAC MAKEUP•AIR i ^ <i. EXHAUST FACD N 2 _ :..i 1 I O ,i.: "- _I I. 6y..-r- I ..; \\ i ; j a ...I.. _ • -. - CUT I._n. - /< b _ -I #GZ1 I 1 a (TYP. @ 3F�LACES) zo BA aoaF DECKANGLE y I - I i - „_.. 1 I I •1 I ,,. I' I ' AND ACK A WELDED WATERTIGHT 14 GA ROOF CURB 6" - 1 - -AT CUT BACK AND TO CURB. �Ap1 STRIP- V NOTCH BACK AND 3 1'INSULATION BOARD 'IL�I'. 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GATE BY CHK REVISIONS ENGINEER OF RECORD: MANUFACTURER: ,'.. >metro.ip+adiWmmeamheemmmamuHamr�muraw _ CUSTOMER:s DWG COORDINATED BY: SE ��"" "'ems JOBC G56J512 x 1°r Charles H.Moss, - Voice:(800)366-6385 B J S WHOLESALE C.L U B "INC. `&-p"' 5901yanough Rd nxuewraaFmF lAoasmcwtbclR151snmeo 18Coners6leor300121vd. r repoactlinaf tlere treMplw onroWow arMwrittm .. y y,a / CHARt.S H '. v.14f FMV-Mw smsu.er by h z u+ wd&t& P.O.Box 28 Fax:(7701483-6037 DATE: 4121115 mo55 &Hinckley Rd ' Covingtan,GA30015 - Ur-U"Xl�q'-�ou CBno cr.•,t 9 ®pa3Fmsh.smcona,•r..AsVftma.re Email:ehmai@aol.com' 1302Eskaway py CHECKED BY:" _ so.nui Hyann MA02601 CS 1 • - Silverton,Oregon 97381 S•T.A•U. 0-T U'A'H•S' www.ireymoss.com P �.�c(w po v o F s '1� - - has@Ire-moss.Com pr ^ .p ONpt ENG� a rs CoVp a @ DATE: 423.2015 . �S SCALE: N.T.S-1'•0" Uf. . . .. ' DRAWING p. : . ;{ . , :., .0 . - T y .. 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SPUCE PLATECOLUMN TRIM TO COLUMN ABOVE DECK +j 1/4 x 6•x 11 1/4 ,- _ _ -FLANGE BRACE TO DECK .. ; AN x 35: W14 x 22 :r. - .. . . - ' 7a•x 2•. 'y s DECK PENETRATIONS M14.x 22 ELECTRICAL,. p ' 1 F.M.S A307*-BOLTS x(ny2 p+ 3 CONCRETE WORK a� 4. M FLAMM 70 DECK PERMITS PAINTING 5.FURNISH ICE SIGNS Z. --------- — — -- Ts 6:FURNISH UGH T ' .. � t/O x t fµ•A 701 M-M75 20 CE1N0 BEOE s STRUCTURAL NOTES •PAa,ee/Purar caaaclloN atExxA7E soFs aF BFA►1 A36 STRUCTURAL STEEEL tTLE 0e0fROOM , _ .. .Am offLw BOL73 S,EEIS) - 20 GA. r STEEL DECK Fy 50 KS YH7E DEER TUDE STEEL ASTM A 500 GRADE B Fy 40 K9' �1FlANGE ELRACE DETAIL suLai s L .rr a^ OEL SPLJCE DETAIL it -1 • .4 GATE BY CHK REVISIONS ENGINEER OF RECORD: MANUFACTURER: CUSTOMER: DWG COORDINATED BY: SEA• - _ JOB p G58J512 Tb-�NlIE d hbruea,A M1RlEo,R,I A AWF WxM� .W - 5 BJ'S WHOLESALE CLUB INC. °f 59D lyanaagh Rd . . _ 1601 Rockdale Industrial Blvd. Voice:18001366 6385 mead.gownMfty-MmsSVucU bLFMUA%uam Charles H.Mass,PE Conyers,Georgia30012 - _ E DATE: 4121115' 3 CHAr;LESH.ryc : &Hinckley Rd P.O.Box 28 _ Fax:17701483-6037 : �. E 'es:marl°"atm,otr°"1'°'E°"h°'p."®arM""rr� , „ , n - M 'S Hyannis, L s mbFm41-Serca.o,,lc.bWkgP,ns1•d Covington,GA30015. - �. - 40-0 X 11Z-1O Canopy CHECKED BY: C ' - • 1302EskaWay � � o.ann r N www.frey-rmss.com 1 Of 5 l 'OYOIX1FrgM,•SbxrnxAa4c.uriyNmmxd - EmaB:dunai@aolcam Silverton,Oregon 97381 S-T•R•U-C•T •R•E.S - hreWreyaoss.cam. - Framing Plan DATE: 423-2015 }-``roaaL °� {4 SCALE: DRAWING#- i y 07121115 MH 00 1-LIGHTS FURNISHED BY OTHERS PER C.O.#4 i lit-Or 0/0 FASCIA ICIp- .. EASINAN BTE ACY FA9tlh f.• - - - . M/4-Y38]0 RED SHE DECALS .. l .. .. ' . C11M/SOFFIT� . tr X B'NAHOIIOIE - r/C0R ftAIE• SIf X 1Y X 5/le ,sk(11P. .. (TO PAOIIED NN THE FIELD q - .. .. BY 11E 9R CMTRACIOR} _ - .. .. .. . .. - .. COU IDWEENTIVE HAVE 9GREY 10E RUST .. - . .. ...- APPLIED BY 4. } FRONT ELEVATION � :. r__________________________________________________________________________ - . a 1 , .. I 1 i 1 . .. ,. I 1 1 1 .. 11Y-d'0/0 FASCIA .. We :. ..' '' - _ •/3N3830 RED SIRO'giGVS -_ L� ``f . E . .. 5 -33 RED WYL 51RIP t1EGL - .. .. ( - ). -< FIAee9Eo a NSTALLID BY RIS 33 Y((S13 DECA DENIM YD11L STAw aE>GL nEnm RADI&D a NSTALLFD BY lib C REAR ELEVATION .- .. 10'd O/0 FASCIA - , EASMAN IRIIE AM FASCIA _ 10d 0/0 FASCIA M/,L3B30 RFD SIRE DEC" .. EASINAN MOTE AM FASCIA ,i7 B/31A3830 10 SW DECALS - _ BJS CAS - 8'HANNIOFE : - HE(2)HEADS PFR JOINT .. - '6: 5 S3 RD)YMit S00P DECAL wCwmm Ava a(lIP FIKIM9#D a NST .. . .. RO A NSTALLED BY NS �ID r (,W3ST0-33 RED)MI. s(�� t ' (/J LMD-33 RED)Y0111 FUN9ED INSTALLED DECAL. FANS \ COW6R 7PoM - FIXaa4EDSTFUP a INSTALLED BY RED - 1 - `ACY FASCIA PAFf1S SECTIONRIS "A" pN "g� . SECTI n RIGHT ELEVATION LEfTtELEV AT10N .rd . DATE BY CHK REVISIONS ENGINEER OF RECORD: MANUFACTURER: _ CUSTOMER: DWG COORDINATED BY: SEA•i— JOB# 'G5BJ512 1 atl.ethiamUanAsam re al�mddaxhl ma.a and .. �, ,„.M ,� BJ'S WHOLESALE CLUB,-INC. alA.lYotRn++��uco.nYclfAlslanm.m 1801Roctdalalndust1e18Nd. y .. 5901yanoughRd $ .�aohei000llhwa'dp�ImmYWP�.�1�I•Tn� Conyers,Georgia30012 Voice; ofIhmlemam.mo.uc,6�IesWbmldr P.O.Box - Fax:(7 7 01 483-603 7 DATE: M21115 o�HMOSSH �� &Hinckley Rd - of Covington,GA 30015 ��lL�{M�jyyT - `40'-0"X ��Zr"�Ca• Canopy CHECKED BY: _ av1 Hyannis,MA 02601 �.E2 . •,� i xo. 13oz eta Way Py m lai r . sa.com� . www.fre am .AO dy EJPgf. O 4E yW :'-®20N N.IwmxouwxtcaMunled Etnaa'dmwl@a°k°m Silvertan,Oregon 97381 S•T R•II•C T `R•E•S (ms@heyillou.com Elevations - DATE 4.23.2015 rouu'ExG�? S SCALE: If8"-1'-0' " 2Of5 , DRAWING A- ,;' s' 5 C . • - . .. :. .. ,• .. .. t7-r 5 S 1/Y B'-8 1/2" 6'5 1/r 6 10 1Ir ���LS LIGHTS 6'11 1/r 6'i 1/r C 7 I/2' S-4 1/2" E. IwAum BYFURN �FT6 WREu BY SITE CUI1RACfOR�N • `= W EZ x; , ;n I I I I I I I I x l i LIGHTING & SOFFIT LAYOUT SCALE t*-T t IYANNOUGH ROAD CANOPY LIGHTING NOTES I 2. DECK LIGHTS FURNISHED BY OTHERS AND INSTALLED BY FMS tz — . 4. SEE APPROVED PHOTOMETRICS PROVIDED BY OTHERS � _ - FOR LIGHTING TYPES AND SPECS sr -------------------------- . I - Y SKIT • CRff CAULK ;: ACRYLIC OVEIROI a .. .. ' (WATER 11GIT) (CT117FR OVER 1p1Cii N StxAlj ----------------------- OVERFLOW SECTION • . . 1I e • I 1 I N.T.S. ,. .Anae m SUPPORT NITS Apt1UO -1 C. , I t I b 1/6Y iI1a1E POP , apUElt FOR uaAu1G ..cEamG OEQf B I I I _ _ ... (TIP.O OORKERs , . , SFr OFFIT FIELD iI0%1/r FIE D TO NOTCH .. SOFFIT r x 7' tNTIE ACRYLIC - - - - - FOR �TIT�� -- ------- .. �SGFTO ER x 7 I,. . Ern o�151u6 CDR Ow11NIT 20 GA.DACRYLIC OVERFLOWIBOS� FIELD - _ �OA8054D NF6fE 9994 WHITE 1 Y 1" Atl1111C OYd3TAW - ..TOGHT) - • CFNIDl OVER IqN� S61COONE (CINiFR OyQt NO1CJi N SOFFIT) .. - . K .: 9" .. A OVERFLOW SECTION CORNER JOINT DETAIL' d. OVERFLOW SECTION N.T.S. N.T.S. N.T.S. ' f, 4 DATE BY CHK REVISIONS ENGINEER OF RECORD: MANUFACTURER: - - CUSTOMER: DWG COORDINATED BY: SEAL�frge 6T,Z, JOB# G5BJ512 } nw'a:wF�y r r t .aonnmean m d s sasroesa�l ma.e.d 1801 Rockdale Industrial Blvd. - - - Voice:16001368.6385 B J'S WHOLESALE CLUB INC. ��� °? 5901yanough Rd . . .. .n•pwm fF m-sweNn,6x.aF/SI.by— Charles H.Moss,PE Conyers,Georgia 30D12 ,. / CHARCESH .rmmcn.�dthendr kw1.8WPrPD3% �0nF•s� P.O.Box28 _ ��j Fax:17701483.6037 DATE: 4121115 r:055 \ &Hinckley Rd �-�� u. dFm+bs+su..un,ncbsatnraosNlm Covelpton.GA3001fi " 1P1—L�—G= - - :.40�-Ca X ��Zr-�I)�� CB�IOP�/ xotia' Hyanms.MA02801 CHECKED BY: 1302 Eska Way wmw.trey�ss.com mme2F�sFa+smx�e.woAdn.�.s Emai1:c1wmi@aolrom 58rer1on,Oregon 97381 S•T•R•U'C•T II•R•H•S hlis@Ire inoss.cam r U SCALE: 118"-1'-0" 3 Of 5 - T � Ll9ht1t19 8fld SOfflt GATE: 423.2015 ++. EN �S 07121115 MH .00 1.LIGHTS FURNISHED BY OTHERS PER C.O.#4 - - DRAWING d-- , 1 - .1-.,�. —0'0 0 CANOPY FASCIA 0 0 HEADER BEAM 3 8 10`-8'C C PURLINS 10`-8'C C PURLINS 10`-8'C C PURLINS 4. 4' 38' 6'0 0 DECK PANELS 8' '1 . . . .......... • I . • d. m .., j =3 m a c re WI4 z 68 . } I •A3o7 BOLTS / 7 BOLTS (4)5X0'A307 BOLTS I e -r 5 b A307 BOLTS (4)5/8• (4)5 8'0 A30 t'4 A307 BOLTS.. .. '6 I '. : .. .. lag I 1PLATET JOS, I _ 13'X 2S'X 3/4' TOP PLATE W18 X 35 W18 X 35 I W18 X 35 W18 X 35 t' _ — --------- --------------- ----- _ --------- ----------- — ----- - •. - �________ _______ __ _ — _--___ — ------ --- -- __ ___________ _ _________ _ _ —� -- _—_ ---_------- _____ -------- ---- 1 • -- ------LEADER COVER ---- Y+�,M 20 GA DECK PANEL I I I i I 2. .8. ,. I I I 8' 2'. 4'PVC LEADER 20 GA EMBOSSED*1111E I I 1 COLUMN TRIM I 1 I : I• I. L 1 it* I I I 1.1 I I j I j TO 3'SO'PtC " PLACESI I I I I,.I I HS S COLW X(12 X SECTION a c .. 1 E1 SCALE 1 1/2'=1'-0" I II II VILL- I 1 I 11 II � I jl• Ij "I I.L 1 I� ------ ~'A30 BOLT 2 /tl A30 B 5 7 8 7 BOLT III II 1 g I. A o III JL�I W12 I't II II 0 Oo ' II II Q 1 1 2' 1/2'GUSSET 2 P TES TE O 5 � 1/2'X 13'X ' W14 X 22 TOP PLA c BEAM TO TOP PLATE BOLTING DETAIL -1 BEAM BOLTING DETAIL �8 e D,. ' 1 112"-i'-0" � 1 112 DATE BY CHK REVISIONS ENGINEER OF RECORD: MANUFACTURER CUSTOMER: DRAWN BY. S ya���'ems. JOB# 65BJ512 1801 Remote Ind„steel BMd. yoica:•18001368.8385 B�'S WHOLESALE CLUB, INC. tea/ 32CHARlES H.�, - 5901yarrough Rd maned : DATE: ''421-15 "- &Ifinclde Rd maoerr E n�. .d a Meimemaeaan n Ae Y . Conyers, M.oss l' Cherlvs H.Moss,PE12 enesidi.wrve,rmFvr �me.a:ac6xel.Mmsm Geergie300 Faz.F/7014836037 C E4 'a ro„y.o„r,a•�by &M ' P.O.Box 28 v n n CHECKED BY: crve Hyannis,MA 02601 e eF -WL.xasaebach-etivPdo� GA �'7.Cp�G�1j - 40-0 x 112'-10 Canopy No.3,,,, �ro"' 1302 Eske Way y www.freYmoss.eom .d.d�.•8'4ye.- � ®2DM Fn.M-xa,UK kC As d0n,mend - Emek ddnet@aoLtgo Silverton,Oregon 07381 S•T•A•II•C•T •R•H•S f negfsey�noss.com - sow ENS'`-�� SCALE: 1 112"-V-O" of oaTe 423-2015 Of 5 DRAWING#- 4 , - a n I . - a 112'-10'0 0 FACIA 25'-0'C C 41'-10"C/C BEAMS&COLUMNS 25'-0'C/C 10'-6" S S 10_g f BEAMS&COLUMNS _ - & 5 1/2. 4 1/2• (84)DECK - -PANELS®1'.4' 11Y D' BEAM COLUMN ` 1S 10'-2'TO END OF BEAM _ ° ' 10'-5'TO FACE OF OUTRIGGERS' _ 10. 5''TO FACE OF OUTRIGGERS.- �i y . a " - . P „ , F '. YO4 k WI4 k 68 68 WI4 68 WI4 68 • 1 , 3/4'X 13'X CAP PLATE 4)5/8.0 A307 BOLTS W12:151 WIS x 35 W12 x 35 s c i I 9 CI ) g 8 r 1 ) 1 � 1 1 4'BOLT I IL. P I 8 II / I B I I I �'. 8 'r+ 20 GA I I 11 I : {4)5/8"X 2' I 1 to I 1 e I 4"PVC LEADER 1 w; I - - I I I I I I 3'X 16'20 GA. WHILE EMBOSSED I i 'i I LEADER COVER i 1 A307 MBOL75 I r I I' �' -' I CAULK(TYPICAL) ROLLED CEILING DECK n COLUMN TRIM I h _r I 20 GA EMBOSSED WHITE EMBOSSED WHITE ACRYLIC 7'1/2'. 1/. I ; I I I i 1 i 1 : I• 1 i 1 i I 8 1/2'. s I � -' I': i i. I I' ...i i t ' 1 i i I 3•PVC DRAW INTO 4"PVC DRAM I i i I HSS12X12X3/8' P i I (8)PLACES i I i (14 X 3/4`LG HEX HEAD :. SCREWS WITH WASHERS j i 1®8'O/C k 2 SECTION E1 1 1/2 = 1 0 .032 GA.WHITE EMBOSSED - 75" ALUMINUM SOFFIT/CUTLER 8�/2� 0 1 2125' 0' 2•'' S. OUTRIGGER PIECE'A' OUTRIGGER PIECE'R' OUTRIGGER PIECE'C' s - .. rKrTmGGER PIECES AL 20 GA GALVAMIID MANUFACTURER: .'. CUSTOMER: - •px os DATE BY CHK REVISIONS ENGINEER OF RECORD: MA DRAWN -S JO6/1 GSBJ512 1801 Rockdale Industrial Blvd. Vo ce(800)366-6385 B�'S WHOLESALE CLUB INC. ��Q� or�� . 5901yenaupfi Rd repro,a�ov.rtorn.r-Mousa«u,e,e,�PMAMme« Charles H.Mass.PE - Conyers,Georgia30012 Far..(770)483-6037 - OATS 4121115 x�cHArciEs H. m &HirrckleyRd ' cpll WWI,"al d—&-*w tm,m P.P.Qw er.ramo P.O.Box 28 � �. u' . n moss Hyannis,MA 02601 �C E5.: v«o�aFoWoasmr -. b,nr<dvao 40-0 x 112-10 Canopy CHECKED BY: Covington,GA 30015 . _ 1302 Eske Wa ® reWo«sauca.n.erwanda+r�.ee Emaikckrei@aoLeom _ Y _www.hey+ross.com-.. _ _ •+ey.dr-g'ga,. �, Fc �;�, Silverton,Oregon 97381 S•T•R•II•C•T U•R-H:S tms@ireyarmss.com Section DATE: 423.2015 rr n a�{� SCALE: 1 112 DRAWING d .. S , I .: t ' .. - - . ... . .. .. 117-10"0/0 FASCIA .. .. .. : low 25'-0'.C/C BFAYs!CNI06 41'-NY C/C EM s ClxOM 75•-O-C/C BFAYS a Ix ms, 1C$ .. - - . .1.�1 1,, I I .I—... 1::��:I�II�.�..II:�1I 1.I....I I.��I......IIi.6 U* 1I* .. . . I� . 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V I.' ,. . rr A)J1SU8E �-4Y AD,AISTABLE - `4'r ADAl5U81E `-4Y A9E y t F r .:- PVC DRAIN . ` , ,PVC GRAN GRAIN - .IV DR I .. A�-L - . .J.I....i�....1.�..I,..1,�-....I.1;.�....��..I.......I,.........I�.�.........�_..I�...I.�.�..q.-I�..:I-A....--:..,......:"II,:�-,—.I..�.�.�I,I�II.-,.....1.-..,I.�I,'�.....,-..I.I;,—:.I-�.. x . • . . - . , . . .. . .. F C7 U NDATI0N PLAN ' „ . . . . . SCALE />� _�-o • _ . I YANNOUGH ROAD . SOB.CONDITIONS ARE THE CONTRACTORS RESPONSiBLL1T•r. ; REFER TO GE01E"ICAL REPORT ; - . . . . , - . . 1.�t I.. PREPARED BY: . ' - . . . .. . . - . . .. - . : FlELD NOTES: . . PRO,ECi N0.: OAIEO . . . , _ 8.6 HQm110.E W/12 G4 cm .. - - _ - .. TE 8.8 FASTEN TO CODLM W/ `' - 1. SECURE CANOPY COLUMNS TO ANCHOR BOLTS. pz x 3/4"me-SUM BY FMs 2. ALL CONCRETE SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS. 1 nl ^ .. ' I:: . - , 1 11 1.1/rr OINff1ER SEALOFFS BY fYS - ' : 3. TOP OF PIER FOOTINGS TO BE LEVEL WITHIN 1/4'TOL I 1 ` . 4:' SOIL BENEATH PIER FOOTINGS TO BE WELL COMPACTED AND BE . AaustABIE 3-PB DRAW IN—'IV il01 WOUT(Tre1uLL) - - , i I. ' CAPABLE OF SUPPORTING LOADS AS DESCRIBED IN THE GEOTECHNICAL " ^ . _ ii . - I [ REPORT. SOIL CONDITIONS ARE THE CONTRACTOR'S RESPONSIBILITY. II ,1 F 5. SETillNG Of THE FOOTINGS IS THE CONTRACTOR'S RESPONSIBIUIY. I III 6. ALL FIELD WORK BY G.C. 41 1' - _ IH b 1 1 I II _Y -. .. 1 III - - . ... . ..r :. .. - 1 III .. :, I III 9 RP . QQ i11E . - .. III - �$AB 1 t , _ . . . 1 .: _ - � I_ III .. I y . ... .'.,. . . .1 -._ , - : (1)1 1/49 OAWTER UNDER(imlRm DONDUITS BY c.6t I III - SeE nAx F84 DL®cD LL II 4T 7� b b b . - -- • - _ _ 7 RDN semec arour 7-D° >. ----__ -- _ By cc. S1 1,-5. 3' 6, 1,_O, 6, . - P1ATE .- .. TOP.OF ALL FOOTINGS' I lWf LfrTxIEADm PROECRW e:. ' •.,. ®EtEVA710F(666'-5 1/2' I,: _ I - 2 r 11otEs .e 'y (2 WITS At DYERS®WASHERS PER Barer >' . ... Q_ v &§ - 3/r OIsSET PU16 : 1 3/4"r A'O07 • o io o TRIANGULAR ILEAVY IWtx ANL210i BOLT µ»•17 0; . %v W/8"ROWMED PRDJxTroN - ^ i.I_I 1 Zr1 x I2" ` . R(2)NUTS!OVDH2ID W SWtS *- IB) :; •'a j ., . . - . :n .. .. r0 5wA1 E . - r-e"ROUND - DO flOd"aAS®^-tL1TW .. - ^ . a9rwrlflD for , . . i 5/i6' IYP. a7ppro by Fms. : . . . . . ` DA4E�a2c .ANCHOR BOLT DETAIL aA beuoi. BASE PLATE DETAIL a SCAALEN.OP4 1'--W - SCALE:.1 1/2' 1'-0- (INSTMEm BY SITE CONTRACTOR) .. N WE S G DETAIL SCALE 1 1/2"-1'-0- - - - I (32 REaXARm) - EIED GATE BY CHK REVISIONS ENGINEER OF RECORD: MANUFACTURER: CUSTOMER: DWG COORDINATED BY: SE JOBlY G5BJ512 E,,�\N OF�,,ts BJ'S WHOLESALE CLUB INC. _� 5901yanaughpd Th-&..bred.bW..d.nl. -.f.cm&deddt -W I 1801 Rockdale Industrial Blvd. o �s maintmatovaryofFmv4fimsmao...,lacOeUA�1oo.. ChadaH.Mass,PE� � Voirs:7 01 483-6 37 � i �CHARIESH.�, &Hinkle Rd Conyers,Georgia 30012 fax:17701463E037 .1 OATS . 4121115 y tNm&xftoium r..ipImmr,..pm uceptayedttra - :MOSS P.O.Box 28 H Hyannis,MA 02601 - rj .o.ob+I.nmFinaosssa�wanremuaL'Lm.all.e. . . - .. CHECKEDBYC Me. , Y . Covington,GA30015 - + - 40-0' x.112'-10" Canopy ',�, ,, t - " 1302 Eska Way .. _ www.freymoss_cmn Q - aAmOaF"' Ab'esm.bmM.ANd"noo-W Emaktdtmai@aoLcom Silverton,Oregon97381 S-T-R-II-C•T II•X-E-S fms@frey411oss.com - FOUOd8t1011 Plan DATE 4-23.2015 o aGrcALEN�'`2� SCALE: 118"m V-O' III 1of1 . 5.14.15 AR 00 1.ADDED GRADES - �5 DRAWING A a S I '