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HomeMy WebLinkAboutChevron (Midway & 25th) 53422-53425RESTEEL INDUSTRIES CLIENT: C.HEVKDNJ USA 7MC. table of contents i L S �.A N i� MA1�KocTrc.tL 8 G..C7L LDf" 1 Q C.ANCPY F>ESTDk-c-� . (co rp� C.A�"A'SN 5af`r'oZT PLA7-4� SNkr.a2 %WtNu_ x,:Ak%lcaN3 (Asia-Zk� I III N. FORE IT/I It 72I IENO A7 7121 at umall r IOUST17. CA 11748 WAE7EANII FORT •AITI . R171 YN-NII 7/. CANO{A Y9/N 7FIl71ii 11 .T$ (71q i7/-l"T W715u 27i1 11171 NPIt11 L-0 SHT ' OF Z 1 JOB LHkc ti N U.S.A.INC.. ZC-3x4(o—La' SSLAND f1AZxLTE2 CS-7 'S Ps4 y✓cJ-�. ROOF n$L C• W- NY— e3p E�) F6 = 27 1, n , O.-sc s ln" PfcC I(e T>kclL SKT. r>i F,s�TE1Jir�G: 2-aA's kA. EtJt.�,1-ltl.}s KIB-TO-�!$ h- 5L)PFOQT : llrwt ' (S-Yo ii')OW4 t fb.�y f 0i2�g 14241 k uS r� • C-S -T�p ti CSoCVT I 20 C - Sp2-A(111L11 1 ♦�rl - V A ail ' -, 9riii. <t,r,l lu (.%Y 13 C:. N 11 y w J z _ l TYP f D r c MI zZC, �:`bZZG. T w sr fi r �f,.Y1j Cyr Is T r1 'fEnPr + 1 { a COt-I 4.313- u t^ C.4-111 jL / rz '�Ol"1— Zco.-75SPArJ UJ=�3(Pps4x9.876i�Z t 1�.4PRS = t9j'a P14 1-1Lo(zip .?1Z/9 = 1 7. / 0 !k ft _ Lj �ToP Fw. BCG'D eY DECJL� VS� C-9 c1-3.4 < 1n 1BEST$EG �s�lll'ISI v IRI R RilRill11 /f1 Will It IlE1 11 I1:111f1 RXCli Cl III" II1f11111 Rtt,21 at II1tl 11111 Q�htll ill "Clilull}I11 IllgwJ lR1 pill mvr Aln "I-Ilil L2'2* 1f2+��ic, C(a•E.2 — ----C-1 Zsfe�►1Ss =Tt 3.s-jays. Cla c Z ,"T ' OF 4 1� JOB CV SIWCfti\ SItYc tat"Ain 5 AMAa. � itijl� P,. 1q l 24tSa 'it.Sn e LOD.6 • �,=,Tn.);9QZSyz t 13 fft - ;q1 rlS Usti TZ G- VEeCO B Foer-ILOGK copipot.f a TYPk DELtC (02 r=�utvAtktJT, NO (ASS TE2AN -T4:l� SPgtJS C.ot,Yi 1 I)ooQS Z° NO2 Mn` wlci L��-TT COK LPCTE -5P'i -r NL SLAE t �K lo'L-10�10 1NWP'1 nu.OU--OZ k svPk-2trtiPOSED U - - 202 Ptt Ft1X72 L.L.. < 75 fa i ILL = 32.4 p. s'S ID'7.4 p, f 'SDI ST F?-= 5a74- & C iLM ,4t, oTNC25 t,SE. W4,X Mc.pwc,iTy cli.o �' ) lops I i 4 PALS �sEs7EEL. 'L,NTAirL 5 uaamumtn tnuaun n nAt[j fit Orft11M M44 "l-rrn a mull, rl01 ArN ul nas Pt* us ful mi 1. 7 -SR tl ib `f53x}•�iy 1 znl � evt.K 9 1 vJb kQ. n. w1axR wmx t b 9R All r t-, w�x4 wc° .t� to (v�1211C. m uV x4 h iF\SiC FP_Ar-IC_ n_A t un ll� rttnru / SnT L OF ntlBtilFW )I�11 �9 n n ui im ; r p L300 t- n `+I-Trti� aUD 7CrirJS(J��T t N:. �STIr'1�E� W i �J�1. (di S�11C 111(`i r•.`� �7z �t q • v�r.�S (lo'i(Y�p�� i�4r. � , 10 + 10) = S3ZOu I-S44-41I 10,i'(4 -5ai6) • 197LOK -fcJrrl_ �3,S90�a .1.1 ,•Ilse 37� 4c,piLl' ZS4�i ID.S" rY FXiC410E: FP.1.M� 41e 'nc 1157ti lh , fw 6.75 f'lac: SL'w < F6 _ m OS'.�CF 1'3�iP+4�515-)>) I,ILZM O O wau.S (6(,.Af 1(S+S.'7S� c Bin Fi-Glre (IS41.4�(SxSIS) = 34'SOS 2 - rOl S� ?hD 5 E31n VWF 1 2,2y3 u, ww t (eo�(It.S� `12D++ -"+-6"54 PhD Fa.c�e(1's4�s)GtS) 1 '��OSn O KooF (39�1o)(c.5� - 2S 35 ►_ WALL I*�= 6 SQ P[y] \ F�tYr (t 34�( &S'7S) = 27 S'A 5- e4's I n1 ll,c4 sL uu Z-lycq PAL 4-a+s fzv3 O FLoo� is4-tOa 9'r�� f'AL� � - 4 e e, O Q O AMU FRUMl It 1tNR11. C11i1p 310 IT Clio It nitNlll 11t1 tl Rnlla Hlt Nlll Ht4111❑ 1 OF y �s•—I �/ RIiI t141tH Rbl RNN] N 4HII11 tllll 'lll UI bH ■ 111i1-101 P/l 4� ��C �Cy, uJ= (3se,5-)(I�i7iiLX'45� 2DZZ% 2022 0/I4' r44 rli j� =t zo v� r: c fi c_t,ltitl_ W20 lk .....a. T'f LP %o AkL t_ e 3 A ' SrJ �.1^rCG FCK11E ?ZoD l► —� - 9J _N Te_2102 T:2At" •F U 52a ■ —► 2oB0 NA <'fi�AIJ N( (szvo �►1f 9;5� 12490'# C2cosrsi (Z) 5 4 'JS� "TSSh3+t% �____—__.� JS�. C_te� t 9 S�Ar�T '�6 2s.s4t�_ti. <I• .3 Y.21.(. k.i � _ V SwE a.o � (?.rs-Y Do) + @FLAIJG: CAP . 3.(,YYrr If I.g 7r1 Z'b aaata.w (�E244o1�12•i�32.19 c'}.Sl Ym L <}.$ JY_ Ckf-c.rC Sa1ST , nD�t_r(.�1-..Ito.3ao'k c 423>=:i45(� .• wto,<,z o -rrP -P.I •' �i2g9oxIZ���Zeo1.'n��B'� i QE 4- 3/4. c MBIb P p • 95(, us,✓ S" of ;;o Fw. cAr= Iz.s`rl.�s ovc _L357 1GA CLIP FOC M_YitJC_. (E_fF Ai4L B"'�-1-89) �.S.S.n 1 5- •852 M A (a..19 "l (W&r� CY17 lr.'Wfi;_if�, tS :.moo a . .4an S.rT k i. of ' a /:ZS , - 6' '£ I.1T aCA-t z..�- a_JCtp K1=0D tS ` •416 s an ti • OR. Y2. r��i\. BESTEEL I It to rnlunefe 1 DAIRY ❑ ,111[caer �A1l��.— 1114 i R114 Y1 YY n onu Y CAM )Yq ��!/ RIAI Yf IYr 10111.11 111, 1111 to 11 UIY1 "it VAX If A 11 R111 931 to, L Z"�B n is s R 4 L _ L-s�Zsz<Yz T'eETA I L (� 77 1 JOB N. ya 2060 USE 4-T53 1v� to COLS. WrTi! 71430 C-L- 7.-Z 6 [ .r,r1S ri lobo 95'� - 2, 410 �� �I t.Al> 2 J,jk 11. t D.Ns+Al«1.-SS - 0Lr- cot. ! \ fowl �lexVsI, Tor' COX-TIOrJ: ri�F AtSC. Pt q - t o Q<5' o.s • �CQ,C' Mt tJ G � o_=I.Z , P= 4.1¢ ,ti Sc1fTP["1 tanv�c GTl Qt 7: V x r ,5OF �prp��'fp\ s/L,.1j GLL�' Iitt x irlt[tiLL tt 01:[nl uxfu ¢I tFCiir \r - brtx{\! >uln nn\.0 xUf[q\f0\/DI11 li I nlnt:um N[xpn[IPtr Ilxttx:ra •nraoux / s��.i �) toga CVST6Q[h( w THE SPACING of, THE STITCH SCREWS VAXISS THE kISTRIL IRRAX WALL IS CC USED H THE TYPI or SCREW 1 a t GRADE 1 MATERIAL E x AY BE In THE SHEAR WALL. FOR 1 .R 1 k 1ARE USED REP. AISI COLD-FORMzD SPECIFICATION. 1986 ED., FF- 37000 psi •I-32, BEC.C3.2 Rm 29500000 psi kv- 5.34 FOR tWRlffpoRClDVZBS h- 16 in. NOMINAL to 0.0239 in. P°OR 24 GA. " 0.0299 in. FOR 22 GA. 0.0359 in. FOR 20 GA. 0.0479 in. FOR 18 CA. h/t>1.38(E*kv/Fq)"1/2- 90.04505 h/t- 334.7280 MIN., THXRZFORR USE EQ. C3.2-2 - - Va-0.53*E°kv*t"3/h 1Bs. PER 16" PANEL VM 33% INCREASE FOR WIND OR SEISMIC Vmmax-1.33*Va/1.33ft. GAGE "t* Vmmax #10 CAP. SPACING #14 CAP. SPACING 24 71.24 369.33 32 555.34 32 22 139.49 369.33 30 644.00 32 20 241.44 369.33 i8 684.00 32 i8 569.91 369.33 7 644.00 2 SCREWS: ALLOWABLE SHEAR BASED ON AMS ICBO NO. 2392P #10 TARS ALLOWABLE SMEAR- 277# DIA.-.188" ar:. 114 TE-KS ALLOWABLE BEAR- 483# DIA.-.248" RIF. AISI COLD -FORMED SPEC"'Uh!IOH61986 RD.,pp.I-55,SEC.E3.3 WAX. BEARING FORC 3.1 jZ�'js AISI EQ.E3.3-2, Fu=52ksi tW CAPI► ITT THE LESSER OF ALLOWABLE SHEAR OR BEARING TIPLIED BY 1.33 FOR WIND OR SEISMIC. SPACING(iA.)- (SCREW CAPACITY/VmmaX)*12 in./ft. < 32'tax. -% K..«00 0e`.ses.'�AOi ® rukn TlTLE:S No. _AS18 24 REVISION n 838TDIiCR a 22 Cage Crado °B" Dock Fx . 37.00 kai a t . Thickness -1 41MENSIONS El a = 0.257 in POSITIVE NEGATIVE b = 0.760 in I(x) s 0.8515 I(x) = 0.3837 C = 2.930 in d - 15.970 in x 0.6878 x . 1.6297--. e a 3.000 in - f = 1.020 in Smin - 0.3683 Smin . 0.2354 9 = 0.750 in - I t -------------- = 0.030 in Area . 0.7381 -------------------------------- Area . 0.3076 I• • ELEMENT W t W/t b off b x a ---- ---- SHEAR 6.030 0.257 2.802 b 0.760 0.030 25.418 0.760 0.030 2.915 - c ---- ---- SHEAR 0.030 2.930 1.465 d 15.970 0.030 TENSION 15.970 0.030 0.015 a ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 34.114 1.020 0.030 2.985 9 ---- ---- SHEAR 0.030 0..750 2.625 ELEMENT W t W/t b off h x a ---- ---- SHEAR 0.030 0.257 ,=;2.802 b 0.760 0.030 TENSION 0.760 0.03.0 2.915 c ---- ---- SHEAR 0.030 2.930 "1.465 d ;za 15.970 0.030 534.114 2.570 0.030 0.015 a ---- ---- SMEAR 0.030 3.000 1.500 f 1.020 0.030 TENSION 1.020 0.030 2.985 !i ---- ---- SHEAR 0.030 0.750 2.625 MATERIAL: A446 Grade"B' :{r> Ty 37 kai -> Fb 0. NOMINAL THICKNESS: t nom. = 0.0299 in. (22 Gage) Where, 253t I b off ---------- 1 Fb-.5 { 55.3 -1 1 ----------- w/t Fb-.5 I (AISI 2.3.1-1) 'mar�utnMn W�un o nnaM swum mw " Ream 6= msr w m mu mi n -- 9 j GA. GR. B DECK CTION PROPERTIES 3B o "x-9.T-zq.. f.r, .3 G �< • - ,cam/' s ,; J 30000.XC4—u. 40000"tir IINY111I mY. mI""N. E�1 RMUR, q n,ININPRppN NB N pupil S®0+ PIypLNU NU4lw it MT YIIliF1diiil11 Arai PIN UaINi Ply pFpfl 1 PI>ipFllY 4 o/_ .///- -C._ I i O o � e 1\ Avn4, sm / OF Joe 6v-9/36 Z;e.w Z&ZZ/ qr, A j A4�/ �(/ ej ` ..?`lr�/' r .this..✓ .B/'� 'o?o� e'1 Lr L�a7 C/91z,9 0879` Z2,VA.)d a 70830 �.�'Q•G� Guao f f4 � /8483'-.i,�`•° �t/' - 2;�G /S�3St/,-r�u=8=a,. r'' ` 222G9' ���•S= y, s 35.430 -lags UP 0.9 r 2639 tt ssF/G� w �Y F GV,c,(- /i'/-is/�sr• ¢ZOa�" B�!�'..t�� ,; `mot 4 aamr.unm Rnilp ulti.[il ur�ai .�rtn'w p.GIW/�.ua4 1M r�� -i mr.�mrzwniii .mni-i:a P19 p .asC�s!/.3�0 Al +' 17098 R 100-/ 3!.9JZ MARM zZ sG 4 w d rot. ZG22 f - l�r � ZO% = 7S'38.r�j Sign— ad l.2r stf �` 7588'-' o. use uJ�riQ .CC,�dzsc dj5.7-Gs� f.®�� rH fiwu.wucnwr Nwn11.g117r mlwlun '»!O ®®' RI11 l/lttp af11 n1-irf rfEin M irN1d na1 n21 r. ntwrl nn i/1n. UM n1 f 1 NNiw-=ni alil nl-1ri SKT Y OF JOe�?✓-9 / 3� i' � j: �� 9G• r�� �Jrsc dam/ C�J i,1'-i �• iG•B�.0 ri 22943� (/ i% towl 3E, GISC 73- /ox le A^Ciif.1 7S,N, _ L "Iezc ,iwm_H��r r L f Iln H`lunirnr H rHmrunw fH recur x nrurw sul H. mruu ®if RIA =rWfl H.CHWrr ifW Hq RIR IElII{liln PNIHHHI RM ur-rnl RIA UI-Iip Ji,v<,% v.Y«✓ %�.3ic�.J C.aj'u�as� C,�GJ/�� �r-�,/�.�ia'.t� .�� L3'ver T ea �s = y 6 ` 3as RnR ) �l J Ursr - T I / • � _ /3 SSG.,? � �� -o f.�iicx • 3.1 " e � `� ,41 �% tsar/.v;=.+o' - � = � r io.S �;� /r• //�"dG*` •rG $ //9 r' Sao < Y�ias• z ; trM 4 m m --f � �F.E�.. INNENIENN II 1t11EtktN VSMT/ IPNiiN,i-ml PAiFiNN ItfiNpLlApiPPNYNtI N.tANUUnM MinMTEWiIAF F t�' • �i8 'f'1i0�/rs• s „7j Gaa�oa y�0 i i z/ c n a.� t A4r .i�?3 i •r 9.3d f-' S�7/ X parr /..tt/ /.36ay --tea'' § /�� r'� ` J`• 8.GG7 e.. 3a is. ,. m z p���= u1M N tnurm q NI AEtfLf it l d6L MNUP.NfVN WATEANp AEI At.i¢ApA f!♦p�/ Rq Ns1N/ N. SNOWMAN WAI WATT. TEXAS )f111 ,1 m tf>•I Rq Nf.ifA RNI p4iifl RI)INI-IfN W sEEr�'oF' �- I G • r `=" ✓G 1 Jd Lt (!<3` S/:c.'G✓?//� ( ,�� /6 �Y.ii �1i/ila_�JJ � r Ile ory X� / .-.U/ -cc s _ �--L p plLERlll It NRN If.C/111lFlp NRIQp1.Uf1 III I1CIl1 It O Atpp p Nil R1 pCp1lII1IIM RII Am IEW MI SHT-fOF 111491.111/ 01111p-fill 1!111p�11p 'n CPJ JOB 41 .13r a �asc X-.6�cc .off _ 1G.►e?x 0 � � Bk'S�', .EG nnNmieAnne. Irermi.aniu uucnuu 1ATNNN I- 0 Qiij tN-NAI N21I rpNep, Ncueull2NN Nei rRen. qw n111 Plfl uHlti RNIu421H Rltf yi'itN _. TY 1 N Sla-7 c a_ Y�. : }y✓ � CdI'W / / .,3�Ys � .,� .�a ui f�r�o•C, S�E•d Ja.oC Gcs X�_ N✓e/C ht/J X �% /J' /� f�f/Y✓ �O�Y-3 ��arop�l• B S p vLk SNT0�1 ®a0f\ IL isum It STEEL, "AnlaaMyMi1NTEMLI❑111")C )IlI ITL)F)11 ATttB� _�-- �`jp�pg+ QpAIN¢f-imTW li ♦ we-rutnO pi1-I2pP121 l:�yGR a TT a"1 of 'f}i�s•_'/a__'ufc's1r ■ALENII RN2C/AAIBEUCRlAlI/tNgUSTIT. Niiq pt29 fl1tNMdt RiBI., 1tERUIAi 1D11 I11 BI MAW on 131-ESIT 01n 4361111 j BESTEEL STANDARD SHEAR WALL DESIGN: THE BESTEEL SHEAR WALL IS COMPOSED OF 3" DEEP, 16" WIDE INTERLOCKING PANELS. EACH PANEL IS ATTACHED TO THE STRUCTURE WITH 2-#10 SCREWS AT THE TOP AND BOTTOM OF EACH PANEL. THE STITCH SCREWS, BETWEEN PANELS, ARE #10 OR #14 "TEKS". THE SPACING OF THE STITCH SCREWS VARIES WITH THE TYPE OF SCREW USED AND THE THICKNESS OF THE BASE MATERIAL. BOTH ASTM A446 GRADE B AND GRADE D MATERIAL MAY BE USED IN THE SHEAR WALL. FOR PURPOSE OF DESIGN, GRADE B PROPERTIES ARE USED REF. AISI COLD -FORMED SPECIFICATION, 1986 ED.,py.I-32, SEC.C3.2 Fy= 37000 psi E= 29500000 psi kv= 5.34 FOR UNREINFORCED WEBS h= 16 in. NOMINAL t= 0.0239 in. FOR 24 GA. 0.0299 in. FOR 22 GA. 0.0359 in. FOR 20 GA. 0.0478 in. FOR 18 GA. 3 h/t>1.38(E*kv/Fy)"1/2= 90.04505 h/t= 334.7280 MIN., THEREFORE USE EQ.C3.2-2 Va=0.53*E*kv*t'3/h lbs. PER 16" PANEL WITH 33% INCREASE FOR WIND OR SEISMIC Vmax=1.33*Va/1.33ft. GAGE "t" Vmax #10 CAP. SPACING #14 CAP. SPACING 24 71.24 369.33 32 555.34 32,, 22 139.49 369.33 30 644.00 32 20 241.44 369.33 18 644.00 32 18 569.91 369.33 7 644.00 1. y P'Y SCREWS: ALLOWABLE SHEAR BASED ON AMS ICBO NO. 2392P r t, #10 TEKS ALLOWABLE SHEAR= 277# DIA.=.188"- #14 TEKS ALLOWABLE SHEAR= 483# DIA.=.248" REF. AISI COLD -FORMED SPECIFICATION,1986 ED.,pg.2-55,SEC.E3.� MAX. BEARING FORCE= 3.00*Fu*d*t/2.22 AISI EQ.E3.3-2, Fu=52kai SCREW CAPACITY IS THE LESSER OF ALLOWABLE SHEAR OR BEARING MULTIPLIED BY 1.33 FOR WIND OR SEISMIC. SPACING(in.)= (SCREW CAPACITY/Vmax)*12 in./ft. < 32"max. TITLE:SHEAR WALL DESIGN TEE,L Itr [, ,H I[111M tF rl tt[",p Jq"l.l t.W �i� Mlfi[i. [1 ,11" Mlf[t,yY ry111 �[.".il[4 r111 ® Q1lMg1 raww rr, nn m.ls NO. AS18-24 REVISION: 0 B E S T D E C R I 9 a 22 Gage Grade "B" Deck c Fy = 37.00 ksi ;- t = Thickness d DIMENSIONS SECTION PROPERTY RESULTS a = 0.257 in POSITIVE NEGATIVE b = 0.760 in I(x) = 0.8515 I(x) 0.3837 i, c = 2.930 in d = 15.970 in x = 0.6878 x = 1.6297 e = 3.000 in f = 1.020 in Smin = 0.3683 Smin = 0.2354 g = 0.750 in t = 0.030 in Area = 0.7381 Area = 0.3076 -------------- -------------------------------- e, POSITIVE BENDING ELEMENT W t W/t b eff' h _ x a ---- ---- SHEAR 0.030 0.257 2.802 b 0.760 0.030 25.418 0.760 0.030 2.915 c ---- ---- SHEAR 0.030 2.930 1.465 ( d 15.970 0.030 TENSION 15.970 0.030 0.015 e ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 34.114 1.020 0.030 2.985 SHEAR 0.030 0.750 2.625 NEGATIVE BENDING _ ELEMENT W t W/t b eff h x- a ---- ---- SHEAR 0.030 0.257 2.802 b 0.760 0.030 TENSION 0.760 0.030, 2.915 c ---- ---- SHEAR 0.030 2.930 1.465. d 15.970 0.030 534.114 1.570 0.030 0.015 ' e ---- ---- SHEAR 0.030 3.000 1.500 f 1.020 0.030 TENSION 1.020 0.030 2.985 ' s` g ---- ---- SHEAR 0.030 0.750 2.628 MATERIAL: A446 Grade"B" Fy _ 37 ksi -> Fb = 0.6Fy = 22.2 ksi' NOMINAL THICKNESS: t nom. = 0.0299 in. (22 Gage) 3y k Where, ' 253t i 55.3 b eff = --------- 1 1 -------- ;'"^ (AISI 2.3.1-1) Fb".5 w/t Fb 5 ; $ ,i sago ll u"1/U(Imu Its IMBIt 22 GA. GR. B DECK s T 1 ov 1 < 'BBS?EELL II"ml.cAniq alms" HII16IR"111 SECTION PROPERTIES - i r®B 0!� Rul Itival Al11"t11/1 wCA"U"t"" P11 UtUfi "/1"ITI. T[OI 74111 11Itl"bN" W joe STANDARD S T D a C R a 10 Gage Grade "D" Deck c FY = 50.00 kei t a Thickness e DIMENSIONS A = 0.257 in b - 0.760 in c - 2.930 in d - 15.970 in e - 3.000 in f = 1.020 in 4 = 0.750 1n t - -------------- 0.036 in SECTION PROPERTY RESULTS ---------------------------- POSITIVE NEGATIVE I(X) = 1.0192 I(X) = 0.4643 X ' 0.6895 X = 1.6218 Smin - 0./111 Smin - 0.2863 Area - 0.8863 Area - 0.3711 -------------------------------- ELEMENT w POSITIVE BENDING a ---- t R/t b eff b - b 0.760 ---- 0.036 SHEAR 21.170 0.036 0.760 0.257 0.036 2.802 d 15.970 0.036 SHRM 0.036 2.930 2.911 1.465 ® __-- TENSION 15.970 0.036 0.018 f 1.020 _" 0.036 SHEAR 28.412 0.036 1.020 3.000 0.036 1.500 9 _-'- "" SHEAR 0.036 0.750 2.482 2.625 NEGATIVE BENDING ELEMENT v t M/t b off A - a ---- SHEAR 0.036 0.257 2.®02 b 0 T60 U c s___ 0.036 TENSION 0.760 0.036 2.912 d 15.970 -® 0.036 SHUR 444.847 0.036 1.621 2.930 1.465 0.036 0.018 f 1.026 0.036. SHEAR TEN;lo l 0 036 1.090 - 3.000- 0:636 Z`flm SHEAR 0.036 0.750 2!5225 MATERIAL: A446 Grade"D" 8 Fy . 50 kai -) Fb = 0.6Fp : 30.0 i' ,.; NOMINAL THICKNESS: t nom. 0.0299 ia. Where, (2] Gag%e) 253t 1 5 5. 3 b eff ----- ---------- Fb-.5 i- w/t Fb-.5 _1 1 11n a aum a Rl,seu a 20 GAr, GR. D DECK. _ •sm+.ue„a =nema a+,am..w SECTION PROPERTIES �� a wxn+ ror 'a+ exn eau xn, - raueia, •iaai.ua FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 6 e BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 600A-09 Non -Residential Buildings ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS Residential Buildings over 9 stories ' ALL CLIMATE ZONES PROJECT NAM cOL3" u46'6" MACKG FQL --- AtA-...._.. .... .ADDRESS: BUILDING LASSIFICATION S , / M, CITY YIP CODE: BUILDING PERMIT NO.: BUILDER: ES L E L PERMITTING OFFICE OWNER: c wlI VR OH AMRI§DICTION NO.; BUILDING INFORMATION WAL I ROOFICEILINGR TYPE U A TYPE U AREA PE U AREA U AR AREA Concrete (CBS), Wood frame Metal frame Insulation R-value t ' 2 t j Urxar attic Single AssodAy Other: Insulation Rvalue Slabonyrede Relsed Wood Ralsed dtincrete Insulation R-wla 9 3 2 Wood Meal Insusled Other Doubts, lrwf Z (c ,per ,p C� t SYSTEMS INFORMATION AIR CONDITIONER EATING SYSTEM HOT WATER TYPE EFFICIENCY TONS TYPE EFFICIENCY BTUIH TYPE Unitary 6 Heal Pump <65,000 Btu Ih >_65,000 Btu th Water cooled ' Evaponellvely cooled FIAC Chillen Other. 8'0 SEER. _EER EER _ EER _ EER ^ CAP Central Heat Pump <65,000 Btu I HSPF a65,000 Btu th —COP Water cooled — COP Evaporalively cooled _ COP Electric resistance _ CAP Gas/Oil (circle one) <225,000/300,000 Btulh _AFUE 2225,OM1300,000 Bluth Et Electric ResutBme ❑ Dedicated Heat Pump ❑ Gas Natural ❑ LPG ❑ ON ❑ HRU ❑ Other: LIGHTING Taal Lighting Wanago Lighting Budget (from Table 5.13): + Total Conditioned Floor Area = Welts l sq. ft: PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) COMPONENTS SECTION REQUIREMENTS .CHECK ' Windows 502.4 Maximum or 0.5 cfm per Ilnar loot of operable lash crack. Doors 502.4 Maximum of 11.0 cfm per under foot of operable NO Crack. ,binlslCracks 502.4 To be caulked, flaskeled, weathersuippod, or otherwise sealed. Reheat 503.3 alr restr cted to sal cold Ihot deck temperature to meet loadof worst cede zone. Ventilation 603.4 Supplied with readily accessible switch for shuloll and/or volume reduction when ventilation Is not required. HVAC Efficiency 5034 Minknum efficiencies — Hearing: Tables 5-5, 56, Cooling Tables 5.7, SA, 59. ,/ Transport Energy 503.5 Minimum of 8.0 Balancing 5D3.6 Prwkle means for balancing HVAC air systern a water distribution system. HVAC Controls 503.7 Separate readily accessible manual or automatic thermoset IOr ache tam. HVAC Duct Construction 503.9 C inlructed In accordance with itnduatry alsndards Q local mechedcal codes. Ducts mks trust be uleled to minimum R . At 115 (hr 'F t' I Blu . ✓ Piping Insulation 503.10 In accordance with Table 5-10. Waist Healers 504.2 Must but ASHRAE labat Indicating compl once with ASHRAE Standard 90 or con" with of iciancy and standby lossmoulremenle. Swltchor clearlynarked circuit breaker(electric)a advif(gas) must b prove died. Hal traps fired. Must mil minanum water heallnipaquipmard efficiencies in Tads 5-11 after 111190. ' Swimming Woos 6 s 504.2 SOB & haled Pods mat have covers. Noncommercial Pods must hew pump Caner. Gas 6 hasten must he" minimum thernul efficiencyof 75% 78% after 111 t N A Hot Water Pipespipe; 501A Insulation Is required for recirculating systems. Piping heal loss Is Ilr thud to 17.5 Btu/hllaear led of sot Table 5.12, ✓ Wale, fixtures 504.5 Water now restricted to maximum d 3 giant at 80 pep; whets maximum 3.5 gallon rush. Pudic layslay fixture maximum flow of .5 gpm or .5 gallon if has sall-clasing valve Lighlinif 505.1 I.i .II en budgets are listed in xw Uu well Allowable __ Uo mof lceiling Allowable Uo floor Allowable Envy $to Table 513� Ballast efficacy factor are listed in Table Ste. If wrplyag under the provisions of S. 502.1, edsr the arPpMpd Uo Values for the entire eraeldps In this section, Uo envelope AlbwsDls 2 G UMN o WM Actual 118 the BUILDING with this building PERMIT NO. CHECKED by FORM 50OA-89 SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Florida Energy Efficiency Code for Building Construction r_ HEATING DESIGN Uo — WALLS Wall Surface Winter Totals Type Area, IV U-Value Type 1 1235 x , 06 Type 2 x _ Type 3 x = type 4 x = Type 5 x = Total Awall 1. 235 Total 2. p8,8 Door Surface Winter Type Area, ft' U-Value Type 1 x = Type 2 x — Type 3 Total Adoor 3- Total 4. Glazing Surface Winter Type Area, ft' U-Value Type 1 z9G x l.o type 2 x — Type 3 x—__ Total Aglazing 5. Total 6. �9W Total Aow 7. 3' R' Total Heating 8. 3.� - line 1+3+5 line 2+4+6. Uor line 8 line 7 Uow Actual From Table 5-2: 3� Clow Allowed COOLING DESIGN OTTV — WALLS wall Surface Summer TDeq Type Area, fV U-Value (See Table Type i S•2e>R 23 5 x og x 44 = tyPe 2 x x = Type 3 X x - Type 4 x x = type 5 x x — — Total Awall 10. 1235 Door Surface Type Area, it' Type 1 Type 2 Type 3 Total Summer TDeq U-Value Totals Total it 4347,2 x x = x x = x x = Adoor 12. . Total 13. Glazing Orient. Surface OSF Shading (N, S, E, etc.) Area, ft' Coefficient 29G x ( 121 x x ( x )_ x ( x )_ x ( x )_ x ( x ) _ Total ,Aglazing 14. 2'l� TOtal15A. 7_2�22.2 2�6 x( Summer U-Value A T x 5 ) = Total 158. 4 4-4e , line 14 Total Acw 16. I�J3i Total Cooling 17. 3 (709,4 10 + 12 + 14 OTrVO Y = 3 (709.4 + f 531 11 = is. + 13 + ''SAT '.tE 20,-7 line 17 line 16 OTiVow Actual From Table 5-2: zlj. J OTTVcw Allowed HEATING DESIGN Uo ROOF Surface Winter Totals Area, ft' U-Value 932 x 05 = x — x = x — ts. 932 Surfacar: Winter Area, it* U-Value, x x x 21. 23. 0)32 ff' line 19 + 21 Total 20. 46 -' Total 22. Totat Heating 24. 464. line 20 + 22 _ Uor _ 4r0 l 932 �� + i = 25. o line 24 line 23 Uor Actual From Table 5.2 1 O - Uor Allowed. HEATING DESIGN UQ — FLOOR Floor Surface Winter Totals Type Area, it' U-Value Type, i x = Type g x = Type 3 x- -Type 4 x = Total Afloor 33- it, Total Heating 34. Uof = 4- = 35. line 34 line 33 Uof Actual From Table 5.2 Uof Allowed r s } COOLING DESIGN OTrV — ROOF (11 skylights used) Roof Surface Summer TDegr Totals Type Area, it' U-Value (See Fig. tit) Type 1 932 x , 0 S- x 78 = Type 2 x x = Type 3 x x = type 4 x x = Total Aopaque, 0)32 root 2e- Skylight Surface Type Area, R' Type 1 x Type 2 x Type 3 x Total Askylight 28• Summer U-Value Total 27. 3r-34,8 Shading Coefficient (138 x ) (138-x ) _ ( 138 x ) AT Total 29A. x ( x 1 = Total 29B. line 28 Total Aor 30 932 Total Cooling 31. 311. 3� •8 line 26 + 28 27 + 29A + 298 OTTVor = 3C�34,9 -i- 35. 3,9 line 31 line 30 - OTTVor Actual From Table 5-2 6, 5, HEATING DESIGN Up AVERAGING' (Sec. 5022(a)) U Envelope Allowable (take U values from Table 5.2): x 1531 )+( -lox 932 )+(—x - ) Uoyr Aow (line 7) Uor Aor (line 23) Uof Aof (line 33) 1S31 AE (line 7 + line 23 + line 33) U Envelope Actual (use actual calculated U values): — UE'Allowed x 1531 )+( o S x 9 3? )+( x_) U'0w (line 9) Aow (line 7) Wor (line 25) Aor (line 23) U'of (line 35) 4t (tine 33) 1531 t- 932 L-1 AE (line 7 + line 23 + tine 33) _ %jt Actual 'Cooling OTTVs may not be averaged. 24,r.3 WALL RVALUES BUILDING COMPONENT DESCRIPTION WALL TYPE 1 WALL TYPE 2 WALL TYPE b 1 MILL TYPE 1 WALL TYPE B Exterior air film Stucco Block Stud Firring strip - Insulation ✓ene Wall board Solid Other Other Other Interior air film . GS R TOTAL U-11R AREA Weight (Ibl.sa. R.) > 2 s IF FRAME: Size_L K I?, "I Inches O.C. )O-D ROOFICEILING R•VALUES BUILDING COMPONENT r DESCRIPTION ROOF TYPE 1 ROOF TYPE 2 ROOF TYPE 0 ROOF TYPE 4 ROOF TYPE 5 Room air film , (o Wall board Russ Insulation FC-t 19,0 Other e Other Other Other Outside air film 17 R TOTAL U'= LIR 05 AREA (sq. ft.) 9 3 Z (..; U+TC I IF FRAME: S)2e 3 3 Inches O.C. r Treatment Tank Septic tank o q aerobic unit f-4allons Septic tank or aerobic unit gallons Graywater tank gallons Laundry waste tank gallons Other Requirements: Grease interceptor �� gallons Dosing tank_793gallons 01* sa�r arrac� P�MPs DA 4BILITATI UCTION Al� 381, FS 10D-6, FAC Permit Number C_80�o AND CONSTRUCTION APPROVAL--------------- MinimumDraintrench OR Size Square Feet Square Feet Square Feet Square Feet Minimum Absorption Bed Size 4&Square Feet �7' Square Feet S11K 1Z- Square Feet Square Feet (a) Installation must be in accord with requirements of chapter 1 OD-6, FAC. (b) A system construction permit is valid for a period of one calendar year from date of issue. (c) Final installation inspection and approval is required before the system is covered. (+ z5"`S1— (d) Invert of strew! fer 2iAi f I) 0 to be l E& - WtTV nG �r Invert of stub -out for A.� benchmark. to be benchmark. Invert of stub -out for to be benchmark. Invert of stub -out for to be benchmark. (e) Fill quality and quantity: A 2- X 5/( ncm I o L, c CZ)57 EXCAVATION MUST BE CHECKED (1) System design and specifications by: Construction authorized by: Si- Lucie County Public Health Unit Title tJ L Date Note: Completed copies of this form will be provided to the applicant, installer and the building department. 094947 AUDIT CONTROL NO. SQUARE MILE 311 HRS-H Form 4016, Fob 65 (Obsoletes previous editions which may not be used) 1Stock Number, 5744.001-4016-0) Page 1 of 2 CARROLL A. CAMPBELL. IR., CHAIRMAN ObvW40B. GRADY L. PATTERSON, JR. STAYS TREASURER March $1 1990 Dear Sirs STATE OF SOUTH CAROLINA t�zt� ?3ubpf unh Tontxal DIVISION OF GENERAL SERVICES IUCHARD W. XELLY DIVISION Dn1ECTOR WILDING CODES AND REOULATORY SERYICBE 1001 MAIN EfRERT, SUITE tl0 COLUMBIA, SOUTH CAROLINA 39201 ADRIENPES R. YOUMANS EXECUTIVE MANAOIR JAMS/ M. WADDRLL, IR. CHAIRMAN, SENATE FINANCE COMMITTER ROEERT N. MaLELLAN CHAIRMAN, WAYS AND MEANS COMMITTEE JEl9E A. CODES, 11., Ph.D. BXECUTIYE DIRICTOR , I ri (I Mr. L.G. Evans has requested that I contact you concerning a modular building destined for your state. The Chevron U.S.A. submittal 20X46 has been reviewed and approved by this office for manufacture in this state. A=)r ing to our reciprocity contract with the state of Florida, this building will be accepted with our state taking responsibility for its oonfoamnce to the applicable codes of the State of Florida. If you have any further questions, please contact my Office. i A k � a i t Y �k S.C. BOARD FOR BARRIER FREE DESION (M) 737 4 6 S.C. SUILDINO CODES COLNCIL (101) 111-0 " R.C. MANUPA=180 STATE BOARD OF NOUSLW BOARD PYROTECHNIC SAFETY . III ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer'f� Address SS — ��! QL-;V/O l/ (� Date l 90 Permit ll �// /�J�' ✓lO�J Road Benefit and Collection Zone The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 -------------------------------------------------- ---L--------------- IMPACT FEE CALCULATIONS LAND USE FEE PER TOTAL TYPE UNIT IMPACT FEE # UNITS # SQ FT (1000) 9S3`,'✓" S` b� l # PARKING SPACES 15 , # STUDENTS (X) 3 �P Y 0 &/lye E CMC[ LIST PR# 90- 1268 Project Same: CHEVRON (MIDWAY & 25TH) - CONVENIENCE STORE Architect: HELLER-WEAVER & CATO INC. Ph: (407) 968-4110 Contractor: HELLER-WEAVER & CATO INC. Ph: (407) 968-4110(LAKE WORTH) Owner: CHEVRON USA INC. Ph: (404) 984-3106 (GA) Address: N.W. CORNER MIDWAY & 25TH ST. FT. PIERCE, FL Occupancy Classification: Type of Construction: Beight and Area: Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: B. Egress Requirements: Other Requirements: Elevators Sprinklers & Standpipes Combustible Materials Interiat Roof Coverings ✓ Light - Ventilation - Sanitation Handic,ap Fe-quirements Plana sent to Fire Dept. -- Date: .7y Plant Flan Check Dater Sever Energy Code Paving & Drainage approval by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit St. Lucie County Community Development Dept. icY p 2300 Virginia Avenue Fort Pierce, Florida 34982 (407) 468-1553 Vegetation Removal Permit# X I Fee �yy�yvL� PART I - GENERAL INFORMATION �plicant L�1=Yt �pJ CSXay 152 � C Pam'— ,A -(!(dress 3"Ic� t2 0'CnG / Cc/k /E L(, o` e No. (yy 9 (/Property Owner �{ �4 L�2-�,� CAS !} / PZ,; Phone No. f Address 2joo CJ(ti1iq ei-oa- PA4tC -/ Y Su la 8w, )-P / .ve(gal Description of property 56 HaCk, ✓oob Location/Address Nl> GEi�2-rS1P'L f'lk7WlkZ � Z�itl� ecction 0 n nship R Property Tax ID #�d3 �Z !!!/// arcel size Acre(s): i•S2D A-� PART II - PROJECT INFORMATION Check Appropriate Box. Single-Family/Duplex ( ) Non -Residential 0�) Multi -Family ( ) Public ( ) Description of Vegetation Removal Activity (Land clearing and/or tree removal) S Q-P—L1(S lCc-'a to w;-�— — S r7zZ - A "Qt't0Y Number of trees to be removed (as applicable) d a ScT�F SOA &3-Xd Q'­) - .�UGt UC� r,ien Purpose for vegetation removal 04c:'(--V,) Date Work Expected to Begin: Date Work Expected to be Completed: Vegetation survey with photographs must be attached (See survey requirements below) PART III VEGETATION SURVEY REQUIREMENTS A. If single family or duplex development, survey may be in the form of hand drawn sketches accompanied by photographs. B. If multifamily or non-residential, survey must be in the form of an aerial or field survey, accompanied by photographs. All surveys must show clearly the following information: 1. Location and extent of vegetation on site; 2. Common or scientific names of major groups of vegetation; 3. Vegetation designated for removal and/or grubbing (numbers or percentages); 4. Vegetation to remain undisturbed; PLEASE NOTE: Site development plans must have survey prepared to the same scale or in a manner that which illustrate's the relationships between areas of vegetation and proposed site improvements. PART IV OFFICE USE ONLY Date Received• Approved ( ) Disapproved ( ) Conditions: Environmental Planner: Date: Site Inspection Date• Final Inspection: Date: -2- PLEASE HAVE THE FOLLOWING ACKNOWLEDGMENTS NOTARIZED I CERTIFY THAT: (Please check Box A. of B. ) A. ( ) I am the record owner of the above described property. B. O I am not -the record owner of the above described property and I have authority to act as agent for the record owner. I CERTIFY THAT ALL INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. a". Signature W Date 3 O COUNTY OF ST. LUCIE v STATE OF FLORIDA Before me personally appeared to me well known and known to me to be the person described in and who executed this instrument, and acknowledged to and before me that executed said instrument for the purposes herein expressed. WITNESS my hand and official seal, this day of A. D. , 19 Notary Public State of Florida My commission expires CM/cm PERMIT. VEG -3 I EXHIBIT "A" DESCRIPTION: A PARCEL OF LAND BEING A PORTION OF LOT 97 AS REFLECTED ON THE PLAT OF WHITE CITY SUBDIVISION RECORDED IN PLAT BOOK 1, PAGE 23 �1 SAINT LUCIE COUNTY, FLORIDA PUBLIC RECORDS, ALSO LYING IN THE :? NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE EAST 1/4 CORNER OF SAID SECTION 5; THENCE NORTH 00*14'58" WEST ALONG THE EAST LINE OF SAID SECTION 5. FOR A DISTANCE OF 59.18 FEET; THENCE AT A DEFLECTION ANGLE OF 89*54' 17" TO THE LEFT AND A BEARING OF SOUTH 89'50' 45" WEST FOR A DISTANCE OF 73.00 FEET TO A POINT OF INTERSECTION OF THE WEST RIGHT OF WAY LINE OF SOUTH 25th STREET AS RECORDED AND INTENDED IN O.R.B. 596 PAGES 1829 AND 1830, AND THE NORTH RIGHT OF WAY LINE OF STATE ROAD NO. 712 (NOW ST. LUCIE COUNTY) AS RECORDED AND INT€LADED IN O.R.B. 596 PAGES 1829 AND 1830, AND AS REFLECTED ON ST. LUCIE COUNTY RIGHT OF WAY MAP PREPARED BY WEATHERINGTON LAND SURVEYORS; ALSO, BEING THE POINT OF BEGINNING OF SAID PARCEL OF LAND; THENCE SOUTH W50'45" WEST ALONG SAID NORTH RIGHT OF WAY UNE OF STATE ROAD NO. 712. ALSO BEING THE SOUTH LINE OF SAID PARCEL FOR A DISTANCE OF 326.70 FEET: THENCE NORTH 00033'50" WEST ON A LINE PARALLEL TO THE WEST RIGHT OF WAY LINE OF SAID SOUTH 25th STREET . FOR A DISTANCE OF 200.00 FEET: THENCE NORTH 89*50'45" EAST ON A LINE PARALLEL TO THE NORTH RIGHT OF WAY LINE OF STATE ROAD NO. 712, FOR A DISTANCE OF 326.70 FEET TO A POINT LYING ON THE AFORESAID WEST RIGHT OF WAY LINE: THENCE SOUTH 00°33'50" EAST ALONG SAID WEST RIGHT OF WAY LINE FOR A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING: SAID PARCEL LYING AND 86ING 1N ST. LUCIE COUNTY, FLORIDA AND' CONTAINING 1.50 ACRES MORE 'OR LESS. i ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of Feepayer`.�i/��/LIiP�I.c� (Ca. lll! Address /a Date Permit #/) Z, Road Benefit and Collection Zone i The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 ----------------------------------------------------------------------- IMPACT FEE CALCULATIONS LAND USE FEE PER TOTAL :ems T UNIT IMPACT FEE Gfi JU,�U/ # UNITS j U SQ FT (1000) )91 # PARKING SPACES # STUDENTS g _ /7/ b / i * Y. ST LUCIE COUNTY Un An TM ArT ➢VW rAT rTTT ATTnM W(WM Name of Feepayerc Q. ��- // i /i�l /I-QIG�iwwM y/11tG�U / Address � a-0011 Date �- 7 - / Permit !I Road Benefit and Collection Zone if//a The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986 IMPACT FEE CALCULATIONS LAND USE FEE PER TOTAL TYPE UNIT IMPACT FEE # UNITS 1l SQ FT (1000) (� U PARKING SPACES # STUDENTS M $/�0-�% CNRCK LIST pRi 90- 1267 Project Nave: CHEVRON (MIDWAY & 25TH) - CAR WASH Architect: HELLER-WEAVER & CATO INC. Ph: (407) 968-4110 Contractor: HELLER-WEAVER & CATO INC. Ph: (407) 968-4110(LAKE WORTH) Owner: CHEVRON USA INC. Ph: (404) 984-3106 (GA) Address. N.W. CORNER MIDWAY & 25TH ST. FT. PIERCE, FL Occupancy Classification: Type of Construction: Height and Area: 8 & T Occupancy Requirements per Chapter IV: Construction Requirements: A. Fire Protection: 8. Egress Requirements: Other Requirements: r i i I Elevators Sprinklers 6 Standpipes Combustible Katerials - Interior Roof Coverings Light - Ventilation - Sanitation Handicap Requirement3 Plans sent to Fire Dept. - Date: Plot Plan cmck Energy Code Approved: Sesser Paving d Drainage a rprovel by Engineering Dept. Special Conditions prior to issuance Threshold Affidavit/Before Issuance Affidavit BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 JURISDICTION: St. Lucie County PLAN NUMBER 6031 PROJECT NAME: CHEVRON USA BUILDING DEPT. NO. 90-1270 CONTRACTOR: Heller -Weaver & Cato PHONE NUMBER 968-4110 ARCHITECT: _ __.___ PHONE NUMBER - OWNER: Chevron USA _ DATE RECEIVED __ 5-14-90 LOCATION: Midway Rd/25th St. ---- __ BUILDING SIZE: NUMBER OF STORIES — OCCUPANCY TYPE: Service Station BUILDING HEIGHT____. CONSTRUCTION TYPE: SBCCI. Iy un. NFPA. FIRE PROTECTION; Automatic Sprinkler Yes No--- Occupancy Hazard N.F. P.A. #13—.__—_--__--_____ Requirements: 1. Canopy 2. Car Wash. 3.Convenience.Building. 4. Waste Container. Provide a 4A-40BC rated fire extinguisher mounted in convenience store. A separate permit is required for the installation of the underground storage tanks and piping• CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY. DATE ' Sheet No. __ of ------_-._..- - PROPOSED EASEMENT i w C G ZONING j VACANT '. PROPOSED RY OTHM p i 200.00 lVil0033" IO, VY 4 s'ntt'Y'f➢Te'J'r£.:�A.S:n?�4'u19e JIN LANDSCAPE ----------- rA ld MNt�l 1 MIN. a I Al {bo I A 9 rn e tir as ay l� o'ji n rl0 pp rn 71 Al ( OP P QN ON r a n ®� bO� On O ro rr n rr m r . H P i i a a i o ; 0 00 O zo a 0 Naf J W V) r to This ' K �� urvey MIDWAY ROAD (ST. RD. 712; 2 n Q 0 0 m w COUNTY DIVISION WED PL'qN,<S V ��� �t $T• f tCIEBOX COUNTY7,2 WEALTH C i P. 0. 801( 58Q, T,id AVErC FORT pleRCE M 34954 r A4�u �Iu� aGNY.�i10F dRr y' yj,k, F%N' 4 A 4�• t � )� e d " I y rvvNu • Date 9128189 2639.26' 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. OF 1929 UNLESS Fnd. Bolt and washer 0.61 west NAIL &DISC (M.8C.) FOUND NAIL & DISC OTHERWISE SHOWN. Fnd. Railroad spike 1.02 east STAMPED A G W 1859 Work Order L 123/8 9. ONLY BELOW GROUND ENCROACHMENTS OR IMPROVEMENTS REFLECTED WERE EAST QUARTER CORNER ASPHALT PAVEMENT (WIDTH VARIES > MIDWAY ROAD S. R. 712 )(NOW ST. LUCIE COUNTY) SEC. 5, TWP. 36S., RGE. 40E. SEE REQUESTED BY THE CLIENT AND WERE LOCATED IF SHOWN AND NOT NOTED BENCHMARK: Field BookF OTHERWISE. CERTIFICATION ELEV. = 10.00 FEET N.G.V.D. _ 10. INDICATES ANGLE < Drawn By CADD �M) /DISTANCE PER FIELD MEASUREMENT. NOTES CONTINUED: �D) INDICATES ANGLE / DISTANCE PER DESCRIPTION USED HEREON. Ckd. B SDV C INDICATES ANGLE DISTANCE PER CALCULATION. 16. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND OR RIGHTS OF i sa y WAY OF RECORD BY HEELER WEAVER AND CATO INC�a= �a, t'ar �a- 11. FLORIDA POWER AND LIGHT, SOUTHERN BELL AND TELEVISION CABLES ARE ° SKETCH O F BOUNDARY LOCATED ON AERIAL LINES. THE SOUTH TO NORTH POLE LINE ALONG 17. NO TREES EXIST ON THIS PARCEL Scale 1��= 20� OF LAND x # +�� v S. 25th STREET HAS 6 LINES ON SAME. THE EAST TO WEST POLE LINE �ry � ALONG MIDWAY ROAD HAS 6 LINES ALSO. ,•. a;� _ .,.: * '= „.,I T T. )s 7 and TOPOGRAPHY SURVEY Sec. TWp. Rge. 12 THE EXISTING DRAINAGE DITCH REFLECTED ON THE SKETCH OF SURVEY 42 APPEARS TO BE MAN MADE AND DRAINS THE PROPERTY FROM THE NORTHWEST . .-.. - � r .44i z �}aa. ,n ..3. "5'h3�� . .,w'�_ �O � Survey Prepared for CHEVRON U.S A Surveyors Seal ..... ..... A PORTION OF LOT 07, WHITE CITY SUBDIVISION (P.B. 1 — Pg. 23) IN SECTION 5, TOWNSHIP 36 S., RANGE 40 E., ST. LUCIE COUNTY, FLORIDA Sheet of Sheets 1 - HWC File No. 89-L12318-S ..... o THIS _ N SITE r A MIDWAY ROAD (S.R.;� Y 4 Yyt. y � autr N Nr U` MT� IUP r o w p Wyy N W W w Lu A # trlµ"4` s r L v s LOCATION SKETCH•NTS �" d'1 r+r �- xx �' •mkd 7 ` to °�Y4z 4 � �, 4 �, fir n A fir; DESCRIPTION: A PARCEL OF LAND BEING A PORTION OF LOT 91 AS REFLtCIED PLAT OF WHILE CITY SUBDIVISION RECORDED IN PLAT BOOK I, SAINT LUCIE COUNTY, FLORIDA PUBLIC RECORDS ALSO LONG IN NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 5OUN1, RANGE AND BEING MORE PARTICULARLY DESCRIBE 'T" '°' Nhf,s "-z# a 0 3 � � 'n:� �`Yp �''.�� ii. cra�g�{�° asz B,`4�1 COMMENCE AT THE EAST 1/4 CORNER Of SAID SE 00°14'58" WEST ALONG THE EAST LINE OF SAID -`- DISTANCE OF 59.18 FEET; THENCE AT A DEFLCCT4- -- - TO THE LEFT AND -A OF SOUTH DISTANCE OF 73.00 FEET TO A POINT OF INTERS -. RIGHT OF WAY LINE OF SOUTH 25th STREET AS IN O.R.B. 596 PAGES 1829 AND 1330. AND THE NORTH RIGHT OF sr3 ; x " STATE ROAD NO. 712 (NOW ST, LUCIE COUNTY) AS RECORDED AND ti; 3 i `}' INTENDED IN O.R.B. 596 PAGES 1829 AND 183 ST. LUCIE COUNTY RIGHT OF WAY MAP PREPARED BYDWEATHERINGTON LAND �� �' * ' r * k SURVEYORS; ALSO, BEING THE POINT OF BEGINNING THENCE SOUTH 89050' 45" WEST ALONG SAID NORTH RIGHT Of WAY - r STATE ROAD N0 712, ALSO BEING THE SOUTH LINE OF SAID PARCEL a A DISTANCE OF 326.70 FEEL; THENCE NORTH 00033'50" WEST ON A LI�.a ;Y PARALLEL TO THE WEST RIGHT OF WAY LINE OF SAID SOUTH 25th STRE FOR A DISTANCE OF 200,00 FEET: THENCE IVORFH 89°50' 45" EAST ON LINE PARALLEL TO THE NORTH RIGHT OF WAY LINE OF STATE ROAD NO. FOR A DISTANCE OF 326,70 FEEI TO A POINT I PING WEST RIGHT OF WAY LINE: THENCE SOUTH 00*33'- T ALONG SAID. ,� ' .,ysz^ WEST RIGHT OF OF BEGINNING `•=a �:.°� 'i'" `�',Kr�=;�, , SAID PARCEL LYING CONTAINING 1.50.ACRES _ SITE DATA TABULATION DESCRIPTION AREA Is FT) % 1. SITE: GROSS 1.50AC. 65,340 100.00 SITE: TOTAL IMPERVIOUS AREA 67.75 Al2.CONVENIENCE STORE 953� 1.46 P 3.CAR WASH - -- 856 1.31� ' h v 4. TRASH 13I 0.20 �` : aa7 si r s,. 4lK1 5. C AN OP Y _ _ 3,496 5.35 ._ 6• AS_PHACFICONCRETE 'ANEAItiLLOCES CANOPY A�so) 42,330 _ 64.78 7, LANDSCAPE/OPEN SPACE PROVIDED 21,070 32.25 a. PERIMETER 91223 14.12 b. INTERIOR 1140 SF VEH. 11,847 18.13 B.LANDSCAPE OPEN SPACE REQUIRED 10,489 16.05IT TA, � s I a. PERIMETER 9,354 14.31 b. INTERIOR 1/40 V.H. 1,135 1.74 9.PARKING PROV a. HANDICAPPTU b. STANDARD PARALLEL b A23 c. TOTAL'S 10.PARKING REQUIRED a. HANDICAPPED - b. STANDARD PARALLEL 8 x23 c T01AL „ 11. ZONING CG F 12.COMPREHENSIVE PLAN DESIGNAT N/A 13. BUILDING HEIGHT': # MAX. 1 STORY . � ISLAND MARKETER NEIGHT!11'-6" , CAR WASH HEIGHT: 13'-81/4 + CANOPY HEIGHT! 16'- 0 wa All, . rm s.a.k,.'1t rL if ;r 4, rl�z 1. SITE IMPROVEMENTS WITH tN R/W ARE PROPOSED AND TO BE COPSTRUCTION BY ST. LUCIE COUNTY EXCEPT THE PROPOSED DRIVEWAY CONNECTIONS AND RELATED APPURTENANCES. " 2. DEVELOPMENT.SFNEDULE: AS SOON AS ALL APPLICABLE PERMITS ARE IN HAND;- TENTATIVE 2ND QUARTER, 1990. 3. PROJECT WILL CONNECT TO FUTURE MUNICIPAL WATER AND SEWER WHEN.AVAILABLE. 4. SIGN SETBACK IS 18" FROM PROPERTY LINES AND NOT PLACED WITHIN SAFE CORNER, 5. WATER DISTRIBUTION IS PROPOSED BY WELL WITH WATER _ TREATMENT AS REQUIRED BY APPLICABLE AGENCIES AND WILL BE CONNECTED TO MUNICIPAL WATER SYSTEM WHEN AVAILABLE TO THE SITE. 6. SANITARY SEWER IB PROPOSED BY SEPTIC SYSTEM WITH RAISED DR AINFI ELD. SEWER WILL BE CONNECTED TO MUNICIPAL SYSTEM WHEN AVAILABLE TO THE SITE. 7. THE DRAINAGE WILL BE RETAINED ON SITE FOR WATER QUALITY. THE PAVEMENT WILL BE PROTECTED FROM A 10 YEAR FREQUENCY STORM. THE FINISH FLOORS WILL BE SET AT ELEV. 11.0 PER THE LATEST FIRM OR FEMA MAP WHICH MEETS OR EXCEED THE 100 YEAR STORM FREQUENCY. SURFACE FLOW -,a WILL BE TO AN ONSITE RETENTION AREA AND OVERFLOW TO AN h+" OFFSITE DITCH AND TRANSMITTED TO AN OFFSITE LAKE AREA ar I`�yi''1�FF`V" WHERE THE FLOOD PLAIN MITIGATED VOLUME AND THE REQUIRED I '� ADDITIONAL STORM RETENTION WILL BE PROVIDED. THE LAKE WILL OVERFLOW TO A DITCH PARALLELING MIDWAY ROAD t ' FLOWING EASTERLY AND EVENTUALLY DRAINING INTO THE PROPOSED PAVED FLUME (BY ST. LUCIE COUNTY) AT THE N.W. 5* CORNER OF MIDWAY AND SOUTH 25TH STREET. THE OFFSITE DRAINAGE DESIGN IS BY LINDAHL, BROWNING, FERRARI S HELLSTROM. Ai MINIMUM SET S ARE AS FOLLOWS: FRONT SIDE INTERIOR REAR STREET SIDE h� ' a s �jx '' CORNER 20' 10, 20' "NR CORNER 201 10, 20'." CORNERaI -tap , F SITE /SIGN.ING/PAVEMENT MAR O M i $To Q � U � O W h� 1/f M 0 I O Z 3'- 10'/2. REFERENCE DRAWINGS: H103-A13-0 CANOPY FABRICATION DETAILS GENERAL NOTES: 1. THIS CANOPY IS CONSTRUCTED OF LIGHT-GUAGE PRE -FINISHED STEEL PANELS AND PRIMED STRUCTURAL STEEL SECTIONS. 2. CANOPY FIXTURE LOCATIONS MAY BE ADJUSTED TO CENTER THE CUT-OUTS IN THE DECK PANEL. EILING 06 q❑ Broward County ® Palm Beach County - Coral Gale Professional Plaza Poinciana Prolessional Plaza _...F., V ar '7:T91 - - 5667 Coral Gale Boulevard 3918 Yia Poinciara, Suite 70 Teller - Weaver and Cato, lnc • inc. Fonda 33063 f305) 979 0550 - Broward Lake Nbrlh, Plorka 33467 (407) 968-4110 - Palm Beach Engineers Surveyors Planners (305)940-78M - Dade 1305) 764-7622 - Broward ... ... (407) 732-2588 - Palm Beach (407) 641-8685 - FAX (305) 968-7671 FAX COLUMN WRAP (BYOTHFRS) WHITE (%H-835) NY✓" IIYVI VVLJ- F ^'l'_i �5 2 T R F. 4 - PRIMED COLUMNS d ST RIItT' ' xT s ^"�k` ✓yp, 9 PRE INISHFD STFFI PA1JF( fi1G!i"t'13` CUT-OUTS FOR CANOPY llp iTS x-+ r CONDUITS INSIDE COLUMN; fS SHO rc�a, - FOOTING DESIGN W/ANCHOR I T€ '�.' '''` -''` '^ ^„T ' OTHER TRADES/SUPPLIERS AS DEFINED LLSEWHLRE WILL FROVIDE THE FOLLOWING "EYEBROW" TAPE FILM OVERLAY, DECAIS, FINISH PAINT ON COLUMNS SPANNER „GNS, CHEVRON LOGOS, CHEVRON WJRDMARKS, P.0 S. SIGNS CAIIOPY LIGHTS,'N7ERCOM SYSTEM COLUMN CLADDING:, GLAND VALET, DISPENSERS FOOTINGS, ANCHOR BOLTS, GROUTING r INFORMATION PAN STAINLESS STEEL WASTE DOOR -� F _ T -- 'I� DARK GRAY (GY- I i INCLUDES SERVICER UNIT, CVSPENSE'�� ,. AND P.O.S. SIGN - ' `�' - •' -1 — - — —�— WHITE (WH-835) ,c THE REFERENCE LINE FOR HALLMARK-21 FACILITIES WILL BE THE BASE OF THE MPD DISPENSER FRAME. } BASE:DARK GRAY (GY 210) .,. *' AAl ADJUSTABLE BASE TRIM PANEL WILL ACCOMODATE 'k i FINISH GRADE VARIATIONS OF • 3 1/2". REFERENCE LINE IT IS CRITICAL TO THE IMAGE THAT A ROW OF DISPENSERS BE KEPT AT THE SAME ELEVATION. IF GRADES WILL PERMIT, IT IS DESIREABLE FOR ALL -p DISPENSERS UNDER THE CANOPY BE AT THE SAME 1 r ELEVATION. IF THIS IS NOT POSSIBLE, THEN THE FIELD MUST SPECIFY THE ELEVATION OF EACH ROW OF DISPENSERS PRIOR TO ORDERING THE CANOPY SO THE CANOPY COLUMNS CAN BE PROPERLY FABRICATED. n {e r 4 (CHEVRON FACILITY # 200578) Ch_ evroi 38' X 92' HALLMARK 21 CANOPY Chevron U.S.A. Inc. ELEVATIONS, REFLECTED CEILING PLAN Retail Brand Services, San Francisco REVISIONS J (n 11� LLJ f— Q 0 RELOCATED INTERCOM SPEAKER, SCALE AS NOTED DATE: 8/11/88 ADDED WHITEWAY AS AN ALTERNATE LIGHT FIXTURE. DR. TWL CH. APP, 4/24/89 Q 1 �< _J r F,..-�44 NOTES: 1. ALL WORK SHALL COIR'LY WITH THE PERTINENT PROVISIONS OF THE RATES' EDITIONS OF THE STANDARD BUILDING CODE (S.B.C.C.1.) OR SOUTH FLORIDA BUILWNa CODE (SF,B.C) WHICHEVER IS APPLICABLE, REOUIREMENTS FOR REINFORCED CONCRETE (A.C.1.) BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE (A.C.1. 318-83) B' A.I.S.C. ,!rz, ^' , ... ,s+e •sscrosma s+xibr r.,acr s*,;•n ..xr wex m»..mxu, aw ��z_..+x.;» _y _ - - _ -- _ - - - _ - _ - _ _ - _ � CONCRETE S11I AIL E DESIGNED FORULTIMATE STRENGTH TYPE CONCRETE I o > 5 ACCOItDANCElJ1'I'H ACI]18-8] TOACHIEVEA COMPRESSIVE STRENC OP �p - r - ---------------- 9H.50 :III 300 ' ,,.. .� ;. . � •. .: ..., - 0 PSI I AT 2B DAYS P - . 14-:' METAL JJ 3. CONCRETE STABS ON I'ILI. SIIALI. eli PLACED OVER A 6 MIL POLYETHYLENE w 1•'PVC(SCH 40)CONDUIT TO ENVIRnMENTAL IL / I I FORM r I &4LLA RD VAPOR BAkRIER OVER COMPACTED SOIL TO 98% DENSITYPER A.S.S.N.i0. 7-LBO. CURB(TYP) e p+• _ ..',,:::::a . =', : // - '' - - - 4, REINFORCEMENT BARS SIIALI. RE FREE FROM LOOSE RUST AND SCALE, AND _ z TYP) :' PROP. 2�x2� COIN BOX FOOTING. ty / CONFORM 'I'U TIIF. 51'ANOAHp Sl'IiCIFiCATTONS FOR DEFDIiFIED BARS FOR B8.9 a M N A T .+ ENVIRO E T LIS ,* _* // I . M r e„.�.* CONCkIII. I<I.l N10R(.l N(., AS IFI A 615, GRADE 60. DETAILS 6 TOP ELEVATION TO BE 9e.aa I ' � �" ^ , : , - - iA� �, , ��t s� I TO BE PROVIDED ESTABLISHED BY `, ;, + k....;.: r„ .;.r„ .,. •,a u , ' " ".tur'1Trt F:xf '` ,%�,*` . „ ,. nay: r"'"°, y ,EV II) `_i :.?•s'::, st'.. �:x. .x,s t a .� 4,.� `.o 'xd§ ,.. - x,:, " "1,= 't �/'�.' q.... v..< ',u. � s.. 3rA :� x ,•"' {rs.. CHEVRON REPRESENTATIVE. , -' kr• ePk :eYT �+Fm*abx' - + -' ''+: ^' M1+ht ) ^+`t -'"r .nE'T 1, +u1 5. AL1. 14AIt1 SIIALI. Bh. DE TAT LLO AND FABRICATED FOLLONINf. TIIF. RF.QUI RE-. Y. r ' a II-6�� '•,i 1/2• EXPANSION JOINT �.� ,r, : .."n " "y r '" "'`w ^T�= y MENTS OF AC[ 318-83. PLACING OF LIARS SHALL CONFORM I•, 2day r w• M(T� ^J JOINT SE 4�4NT - t0 T F g 1' „�drt o f + v k .1 n'% 1(ECOMMENDLI) PKACTICES FOR PLACING REINFORCING BARS". *.. {^v -p AROUND BOX I SAND TRAP / �r t+Y`�` 5y , t ,,, s ° +iP'f, f':ANC SLAB -SLOPE TO MEET ASPHALT .22 ISEE DETAIL, // ,%I"PVC (Scn 40) DUMP LINER* `� t* `� ./ FI BER MESH °. UNLESS OTHERWISE SIIOIJN ON I'IANS, LAP Al.l. BARS ]8 BAR DIAMETERS. Y1 / ff + c q V + bENll ALL HORIZONTAL BFA21 AND WAL1. BARS IS" AROUND ALL CORNERS. TO SAND TRAP TANK As ^z' 9Q22 +`l STRIP DRAIN a1 }, ,,.E „ 1, KEINFORCING STALL NOT BE 'PACK WELDED. 1.00 % I SLOPE Ida 'ri'r"''; i 1A- s� •': , B. WELDED WIRE. FABARIC SHALL CONFORM TO ASTM A185. PLACE W.N.F. Ilk Ot 0 /o ,7„i.Y 'z r5°," UI'YF'R 1/3 OF SLAB. NELUIiD WIRF: FABRIC SHALL BE LAPPED 8" AND 8 ' --- - ' 1T WIKLD IULEIIIER. ' s 'r� ° F"'�7`r1 }`k ¢+� � , 1, irs r q �y. {{rt(i x �'�� ' SLOPE 1/4 : I x�"* e Fr as r F : n 7F,:� . 4 rPo iya Sq e k ' �, r i 98 22 } _ -xr „ ,i }, R 9, FOUNDATIONS ARE DESTCNED FOR AN ALLOWARLIR BEARING CAPACITY OF 20QQ., M r 005' I �,,,,. f $ r .- ,.G PSF. SUIL UNDER FOUNDATIONS AND 'TANKS SIIALI. BE CLEAR INORGANIC I DIRECTION OF TRAVEL I <N DIRECTION OF TIIF+,I- r MATERIAL CUNI'AL'1'E I7 '1'O `)BX FLAX UL•'NS ['t'Y. .,' . .r t I 6. 6I .h z *er '� - i k z,' 10. ALI. FOUNDATION AND 'TANK CONYTRUCTION WORK SHALL BE DONE IN THE DRY. N O I 98.2 x�" a t f = IF FDDN UA'i'Il1NS lll< 'fANKS ARE BELOW THE WATER. TABLE TIIE CON'TIGACI'OH + a I 100% RECLAIM S'%STEM � rTfz s , ,* k SIIALI. ❑CIJA7 Fll AC(ONUltlf TO COMMON SAFE PRACTICES AND CONFORMING TO I°BLOWOFF LINE FROM ALL R,QUIRLMINIS OF (OV[RNMLNIAL AGENCIES WTTIl .JURISDICTION OVER a )..� `cw x F 98. a3 '1'lIE IJI .' #. ( CAR WASH TUNNEL ��_-o AIR COMPRESSOR T'� Y CONTRACTION ,. ^' h ws sr I I ,t\+G I JOINT , F, F. _ 88.-50 m 11. COORDINATION OF ALI. ASPECTS OF TIIF. WORK INCI.UDINC MIYT NOT t2MI $15` ' 98.9a kr rc - 98'� 'I'0 51'hUCI11RAL WORK, PLUMBING, PIPING AND REQUIRENEN'fS OF EQUIPMENT 9e as • I� 1 � � .� IS 'HIE [iCaPONS(BILITY OF TIIE p)NI'NAC1'OI<. �. � 3/4 •HOSE 618 B��SLAB JJER :LEAN INOR ,ANIC FILL MATERIAL _% I ;).� _. /// COMPACTED TO 98% MAX. OENSIT Y. AA.5 H.T0 i-LBO i 9B.B0 I I 12. THE IITA OF SHALL EQUIVALENT STALPRECAST CONCRETE TANKS SIIALI. BE PERMITTED REINFORCED WITH W.W F. FIBERMESH � SUCH TANKS SIIAI I. I1F. INS1'ALEE❑ IN TIIE DRY WI'I'II SUITABLE B EDDI NG 'a -� SHUT-OFF VALVE & 3/4 _ _ _ II --_ I APPROVAI. U1' LOF. ENC INIJ:K OF INSTALLATION AND 'TANK SIK)I' DRAWINGS 1 + N HOSE BIB IN VALVE BOX :, ,., _, .::.,'.:». „a. d< -I I 1 /T 3/4 RISER CAP p, � SIIALI. Ll: OBIAINLU Pk1,H• I'O START UP WORK OR ORDERING OF MATERIALS '" , 13. AEI. I IPINf, TO 11.4VF. FII NIMIRI OF 3 ILE'T OF COVE. EXCEPT AS NOTED. �c R FxG " - . 3/4 'HOSE 810 ME=''' •' •• - PANEL P-. - _ - - �=--1 BRACKET TO 14. ALL SOIL LINDEN SLABS TO BE CLEAN INORGANIC FILL MATERIAL COMPACTED - u m _.. WA'_L (Ty G.) To 98X FLAXIHLIM UENSI'1'Y PER/ A.A.S.d.T.O, 'T-180, T 2 - I CONDUIT TO CASHIER],? >* AIR' JAIL IUNUtEII. 70 8L l00P.S.I. WITH W.N.P. ',I : .-. .. ICOMPRESSD� 4+'a c Q � : ,' 1S, ALC. POURED IN P .TE O P, s _ , +,n L F # T B COORDINATED - LOCATION C. E- � 4 .> '. -F ,. _€,..`,. ."-.:.'>-•_�,� 3„�u4r:sz-�i_teb- .r�;�' .<:-_.. , ,,.' *„: si;t.:-" ^ , ,,�n�.,r,r.,s . 'Fr: WITH CHEVRON REPRESENTATIVE. - .... IN DOWNSPOUTS. I bLOCES 70 RE PLACED AT A. Ifi. CONCRETE SIL\SI ,.::_,..,..... d.._, .. ,.. ,<-, e: .. ...,.r.. 3` ,. .. .,:,„ , e.. e�, .., „aia,'Y .... .. ,.'„ _. > ,A,. <.::: „x ,. r... u< ..,,.-_..v._ ei:cr_•_-._ NMENTALIS7 II __>a .-. -_�. ,.--u,,.- ...,. F-,,,....._<_.,..<.a...:,, .. ,�.�,... � -__-.. ,.._:..,. , ___ m •. _.:.. ,..__ ,. ,. ,,.�_. �:..... r _.:,_. .....,... r_._-_ CIFICA70 -. _ _ ,. _.__- ._,_ ._.� _x-,. ,_<_.,--__ . _...�.c., <.<_ .__. ..: _,_,._. _..-.. __- ,.. ,.._.,-..., _..- , ..._ _.. _._ __. ._,._.._ :. ,. r ...,e_ s, .: _ • a. .. AND BE ,- , .... 4 - .. ,.. _., ,..... ,. ,,... ..<. _. .:. ,. _Ex'.-._.u_.., .,_ _. ,.,. _ ,.. ..,..++.....,._ .4 _.___.. ,., .. _.....'z ,,. , Y ,.._.._•... ...., ,. , -.- + MANUFACTURER - , :_ _.... .. rs .. ,. ...... ..., _ ,.. w 17 OF THE ESPONSB CES IS THE R ,-. 'h :. . :✓. -. + 6 . _ -.� S. .-....y 1, n ...:.. v s.. .1 Y ,l._.., ! w t.. _r.. P. ,,. r r. , 1 S ., r ....> .+i`F ...._._. h ... �': .A® ., Y, „� .,-.,...R. ...- ..P'.. ,.. _ jd , _. u: a r. {> ,. - _... _... ... :k.... _E: .,t h: ._ N_ n. r . „Y.. .:< .v •} .4 :a.,. ,-.. A k CONTRACTOR. ` _ .- - _ ... :•-< .1-,; ,r.--=•,. ,,.>, ,T 7 THE IJfiLITY ROOM ELEVATION,, N ARE RELATIVE 0 ALL ELEVATIONS HEREON OF 99.00 OR 11.60 ELEVATION NG.UD. :�:#�..�•. .. -« n ,. -.m' F n_ +...a 3.- -+ I �` ,..... K. G. .• , ,, a a3 r, u n ...e < ._ .. , x -.., o u. a„ ,. 1�i.. �o Yi ti : 1 P 'C 1nl �.NwV e' P 'L l i.4 .. 3� rwa l4rz '� va. ! '<j'a+ 'X,`a ttt 'x�� 't 4i R % �` sx r �'rr ri 4 Ej r m+i n :� i F� N a^t A 7 s.we i, yXs M1 $ t} s r u rO 4 X p{r '\ r r✓ 2 Pt :. ',x d R 11 r�A }kt�ip'�'fi E a °�n'Y ", (, ' ir.;. on £5 ` F' .iv is t i - i£ °x'� i x '{es p (yr�{r� v rr +ic P 1t' r rD n r t t o y, s 3 Yi > �r trx a. a �aY 5C�0(h 4 rc{ fm 1 w "s'_ ! r t- t' < i'+ #k .Fn ING x .NE X01H "X�,"10 ie i4F � {� � r� L i `£ -ter ,J• � � ±� "' � �`� :���-E�{' ir�,c�� ' k ��``�a�� c� b ` w A', . �t r F � y y f i C -N n a' r { ' x5 X. .- ,. ..s.. ., ti. Y- r ♦......f. � . �'<. v> rt.. 4.- ,. .x ... rhn r .. . ...:.. �.. .. Ai {Y ..... . .... _.... ... .ram- � .. .-. ,. .:... ,. r_. . ... .... ..... . r a x .� "C: rii ✓ .. .. a ..Y . f . t - ..ry... .q v._ a n ., <r r .... 4 -Y . -.... dr. ,.. . �.:,.✓ N � r .,. .. ... ... . . ,: z.-.... 1 4 y:. ., r.. F. " 1' ...::.a't y ..r • r. .""51," ,.- t ^ 1! C"} .tLY;: 6 P .3 t 5 tl n s J r`=, °?i.,''( 'Y ja ;" a t r:. k s €3 r A'r .x c :.( t ,, f ,:, ,, ; t `.,ni ° r '> • x:::- a .r,r +A4 .:# Y at A' ,:r .. P. r 4 c- ♦.r�.e511 M ry ": !':" . Aii yr �1 ,, v .:.: { .n rn... Y .n, V'> + ...v„ .A;: ,: .. � ,f t t ' 4 �: §n i y ra 1" Va ✓ ::a'k V � x � � r vn ..F': p.PI uvl :'.4 :.� 4 N• x°Y G Hr r �^� s... . ..t . -, x.a .a. 4 S i t �" ✓ � d k f A na r � a i✓a'C g c" . vX xv'+ C"� ;•=r u.',> �§at" ' d W»n. i, i 4 Fg .. '� .�; , aa�s a• .,,x X t 'a".. 'a .+� �ir .Y.'i.. e ;"^';4 �t `. r.` r _ a ` t y �:v ,µ yC< k y r rq R q rv� d -.-s �, } p•} dr. tr .y t ..:rr, ... "Pu* r ±1=...... ,.. r V .o..n . , . . . (e... i , •..x.:-.. .. ,. a.. ,,.2. 12 .....v'.F3. .yti'x... ...f 4 atY ....: ,'< A✓. r .. x,:., o , .»qi+",: Si.. i :p t p r �k*i'sy 'k as,'- ,Y s+ti'ra 3 &5� t ..i+w ..uu 1 9' CREY/WHITE TAPE FILM BY GRAPHICS INSTALLER LONG FASCIA - _SIN BLUE (BL-370) (SEE NOTE. THIS SHEET) i I �I 3-0 PVC ROOF DRAIN THROUGH REAR WALL, GEN. CONTRACTOR TO FURNISH d INSTALL CONC. F SPLASHBLOCKS AS REQUIRED. � II II OFF-HHITE IWH-7401 L AT TCHANGE. ED EAFRBRICATO x�F II COLOR TO SUBMIT DESIGN PROPOS FOR APPROVAL I HT GREY II c ICY4SO) r-DARK GREY (GY-210) io 34'-6' CAR WASH BUILDING FRONT ELEVATION (REAR ELEVATION SIMILAR) SCALE: 1/4" = 1'-0- NOTE: DIVISIONS WILL HAVE THE OPTION TO ORDER CWI i CW2 WITH EITHE TWO SIDE FASCIAS OR TWO END FASCIAS IN BLUE. ORIENTATION OF THE BUILDING ON THE SITE SHALL DETERMINE. PREFERENCE MUST BE NOTED ON BUILDING ORDER FORM. SEE 1k%"" CiMvE , 004L.� 91 1N+^E Efltmnce DOOR FRAME DARK GREY ICY-210 IIF EXPOSED) OIHERWI MATCH WALL COLORS. `' DOOR AND FRAME : PPNdr TO "� OVE 1WKfN: RAW. W Aex4-COLat:, DOC 22'-3- CAR WASH BUILDING AL. ENTRANCE ELEVATION SCALE: 1/4" • 1'-0- WIL AD ACE: END FASCIA OFF-WHITE (NH-740) ISEE NOTE. THIS SHEET SIGN PANEL -BLUE IBL Car Wash Exit Only -Do Not Efrter ' �n ne norr •u. aucn OVERHEAD -�� DOER ANn rPAMr - DOOR FACE: OWN down �' r ALUMINUM 22'-3" CAR WASH BUILDING 3 EXIT ELEVATION BUILDING SECTION '.ALE: 1/4" - 1'-0" ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS UTILITY CONC. NONE PRE -FINISHED METAL PRE -FINISHED METAL STORAGE CONc. NONE PRE -FINISH METAL PRE -FINISHED METAL WASH BAY COND. NONE PRE -FINISHED METAL PRE -FINISHED METAL Y FINISH PAINTING OF WALLS A CEILING BY GEM. CONTR. SEE SPECIFICATIONS. THIS SHEET M � L V � c r $. 34e4F`Sj• l0 0 F LL Cl h C ry 0 O N (D O N - O m n v A ♦ f- F ..I •"'' , . . '." 1ni r .5 +. E r,aar { .} ' PoY.vtmr T' . �" . i g YC .x C UF" x$ W A tK . - 4 �� •ems- i r ' Y C L„' <. V IT IN "A F' i k cJ i u r F h �1 dT k 1 Ny x( rj q;r U r r '. y L. A ar I fi a� t. n .. S l 9 r44 s Y Y 4 f Y +Y r Y � x i V] x Imo' F a: a" 0 PAINTING: GENERAL NOTES:. ►.�r°..'Iy .01 SCOPE: GENERAL CONTRACTOR SHALL 1. CHEVRON WILL FURNISH AND INSTALL THE PRE-ENGINEERED CARWASH FURNISH ALL LABOR AND EQUIPMENT BUILDING THROUGH A BUILDING SUPPLIER 1B.S.) ALL ITEMS NOT LISTED TO PAINT ALL INTERIOR SURFACES AS "BY BUILDING SUPPLIER' FOR THE CAR WASH ARE THE RESPONSIBILITY OF THE WASH BAY. ALL WORK TO BE OF THE GENERAL CONTRACTOR 1G.C.). DONE IN ACCORDANCE WITH BEST PRACTICE AND WORKMANSHIP AND 2. THE BUILDING SUPPLIER WILL FABRICATE AND ERECT THE CAR WASH SATISFACTION OF CHEVRON. PER APPROVED PLANS AND SPECIFICATIONS. .02 GENERAL: 3. CHEVRON WILL FURNISH A GENERAL ARRANGEMENT ISITE) PLAN FOR ALL WORK SHALL RECEIVE A FULL EACH SITE SHOWING SLAB ELEVATIONS AND CURB HEIGHTS. PRIME AND 2 FINISH COATS. BEFORE APPLICATION OF ANY PRINT. 4. THE BUILDING SUPPLIER WILL FURNISH THE CHEVRON FIELD ENGINEER ALL SURFACES SHALL BE THOROUGHLY WITH AN ANCHOR BOLT SETTING PLAN AND SLAB DETAIL ORAMING FUR CLEANED. NO PAINT SHALL BE EACH SITE. APPLIED IN WET. FOGGY HEATHER, OR WHEN TEMPERATURE IS BELOW S. THE GENERAL CONTRACTOR HILL FURNISH AND SET ALL ANCHOR BOLTS 40 F. PRIMER NOT REQUIRED ON FOR THE BUILDING FRAME. THE ANCHOR BOLTS WILL BE 18- X S/B' MATERIALS DELIVERED TO JOB SITE DIA. WITH 3' HOOK AND 3- THREAD.THE BOLT THREADS SHALL EXTEND SHOP -COATED. 3' ABOVE BOTTOM OF COLUMN BASE GROUT POCKET. EACH ANCHOR BOLT WILL BE FURNISHED WITH TWO NUTS. .03 SPRAY APPLIED COATING OF FACTORY PRE -FINISHED METAL SHALL CONSIST 6. THE C.C. MILL FURNISH AND PLACE GROUT IN THE COLUMN BASE OF THE FOLLOWING MATERIALS: POCKETS AFTER THE WALLS ARE ERECTED. THE GROUT MUST BE FINISHED 1. PRIMER - DUPONT 25P-HS CORLAR FLUSH WITH THE SLAB AND CURB. HIGH SOLID EPDXY 1711). DRY FILM THICKNEqSS Sir MIES 7. A ' PRC-`INISHEO STEEL- "'AL-' S COIL -COATED GALVANIZED STEEL (RED OXIDE) SIbMA t4sV i 34ei-2174 i> WITH TWO COATS OF POLYESTER ENAMEL PAINT. BAKED ON, WITH A 2. INTERMEDIATE- DUPONT 2SP-HS PROTECTIVE REMOVABLE COATING. THE TOTAL THICKNESS OF THE CORLAR HIGH SOLIDS EPDXY 16000) POLYESTER ENAMEL WILL BE ONE t1) MIL. THERE SHALL BE NO OILY - DRY FILM THICKNESS 5.0 NILS ;� RESIDUE ON THE SURFACE OF THE METAL, ESPECIALLY INSIDE THE )BUFF). SIC"AP"PuG1_ * 'S S4 '2l WASH TUNNEL (WHICH WILL BE PAINTED BY G.C. AFTER ERECTION) 3. FINISH - DUPONT 326 IMRON POLYURETHANE ENAMEL 32BY 67684 S. THE LIST OF ITEMS FOR THE CAR WASH TO BE FURNISHED AND INSTALLED ICHEVRON OFF-WHITE 740 Sl OR BY THE BUILDING SUPPLIER WILL INCLUDE: STEEL FRAMING. AND 333-67684 OFF WHITE FOR V.O.C. FASCIA WITH TRIM. ROOF FRAMING. DECKING. TURBINE VENT, FLASHING. CONFORMATION. DRY FILM DRAINAGE A ALL DOORSX, AND FINISH PAINTING OF STEEL FRAME. AMONG THICKNESS 2.0 MILS.S66w4^vuR $55Z4 I THE ITEMS SPECIFICALLY NOT FURNISHED BY THE BUILDING SUPPLIER ARE: ANCHOR BOLTS AND NUTS) GROUTi AND CONCRETE HORKr ANY zb 4.04 NOS.1 6 2 ABOVE MAY BE APPLIED BY ELECTRICAL PLUMBING, OR OTHER MECHANICAL HORK. ANY SIGNAGEP OR oil,, BRUSH OR ROLLER 1N MULTIPLE COATS a NONY TE: AR WASH HOVERHEADNDOORS MAY BE DELETED WHEN THE BUILDING IS b UNTIL DESIRED FILM THICKNESS IS ACHIEVED. ORDERED. Iq 4.OS SURFACE PREPARATION: B. CHEVRON TO PAINT INTERIOR OF CAR HASH UPON COMPLETION OF SSPC-SP 2-82 HAND TOOL CLEANING ERECTION BY BUILDING SUPPLIER. RND/OR SSPC-SP 3-82 POWER TOOL CLEANING. 10. ALL STRUCTURAL STEEL SHALL BE PREPARED AND PAINTED PER CHEVRON y SPECIFICATIONS. ANY STRUCTURAL METAL EXPOSED OR IN WALL OF CAR 0 4.06 EXCEPT FOR ABOVE, OTHER PROVISIONS WRSH TUNNEL WILL BE EITHER HOT -DIPPED GALVANIZED. ALUMINUM CC OF CHEVRON CONSTRUCTION OR STAINLESS STEEL. CL SPECIFICATIONS, M.O.S.-243 SHALL Co - APPLY. THIS DRAINING NOT VALID UNLESS SIGNED @ SEALED WITH ED L � Dw65 8►-F1fj -544 1!► 54s I � (CHEVRON FACILITY # 200578) -014 is to Volvo, o REFERENCE DIGS . FOR CW-1 (METAL) APPROVED 8Y W S 1. FOUNDATION DESIGN IS PROVIDED BY BUILDING SUPPLIER. Chevron CW-1H METAL CAR WASH BUILDING FOR RELATED WALKS. CURBS. RECLAIM TANKS. REFER TO: Fozoa.I<o Chevron U.S. A. Inc. BLDG. PLAN. ELEVATIONS & SECTIONS V ,k+1S0-F01 , o UUNUAIIUN PLAN A SEC I NS 2. FOR RYKO CAR WASH SYSTEM. 141`50-Ool PLUMBING ONG. H 150- f 01 , CO2 oR Ep3 ELECTR1ChL Ohm. 3. FOR NU -STAR CAR HASH SYSTEM. R"50-jff&. PLUMBING DWG. , H ISo-EO4, EOS 00- CO(� ELECTRICAL U146. 4. FOR PAINT09 AND LETTERING STP,NOAROS: Retai Brand Swvim San Francisco REVISIONS RevMUv fA1wITU.Ib, OtLETralO Itwcf 16 SCALE: AS NOTED P".WA. it"Mfiv wt%&Wr of w.f f1N.K1"5 Aeevs, 50005 OR. HGG CH. Qwwbp AQkA ", F:z� 4" a3 DATE:8/19/88 RPP. r' c` 14 B OF16 =- 89--L12318-E E N Vtb\ 23 i W � ) o h 1 JU �- LIC 1Z3 ft In UR /LIR LIR LhU ERI RAP Coo coO 5 1 IIU 5 c -; SOD - -_ M I DWAY ROAD CS. R. 712 50 D 00 0 V) 701 W W vl Zl ug tf� N v J 21L:EARTH BERM CODE AMOUNT BOTANICAL NAME/COMMON NAME SIZE ' REMARKS ER1 u EI?I5bTVYA JAP0PICALLOQUAT IC'-12'x5'-q FG L� U 9 IQUEWCU5 LAURIFOLIA�LAUREL OAK 14' 16'X5'-6' FG _ _ �� C)Ak 13 QUEECUS VIK6INIANA/ LIVC OAK � 14'-16'x \t ARE 22 �iARECAS T RUM KOMANZAFFIAb QEEkII PALM FG PHO PHOENIX f:DE5ELLINI PYGMY -OAT[ PALM FU �. UG 1(04 ILIA GUS iFUM.JAP000Fl HoWAVDII 24"3GAL.CAN 24'O.C. VIB Z98 VIBURNUM SUSPERISLIM/SAAIDANKWA VIB. 24 36AL,CAAI Z4 0 C i ' JW 11 I SS JUIJiPLRllS CUP2ESSACEAE SHOP' L SUN 18'3GAL.CAN Z4"QC. PHI 45 PHILODEKIDIZON SELLOUM SELLOUM 24" 36RL,CA 24"O.C. PIT 130 iPM05PORUM TOBI VAPJ6ATED IB"3GAL,CAIJ 24"O.C. RRP 17O RAPHIOLEPIS ft`l'DICA fidDIAN HAWT HORW f8" 3GAL.CAN Z4"O.C. ASP 130 ASPARAGUS 5PRIN6EQ1/A3PAP.A4US FERN! IZ" C,AL.CAAI IZ"O.C. �FLIR 310 I,URIOPL= VAP„ DATA/VAP,16ATC0 LIP-10PEIV GAL.CA IZ"O.C. IL W W 4 ass W t . w u Z W F J U F w a n� a 0 W N F a Z a z W Z m i J d O =I L un < LL z co w � O ©- C 'Ld v d 0 a tJ�fA N CHECKED DATE IZ-10-89 SCALE 1 " = Z0,0„ JOB NO 89-12-21 SHEET OF L1 SHEETS m MIDWAY I,. I'2 Z"SLEEVE - Yz i I xz: OAD (S. R. 712 I' � z �I Z"SLEEVE IYz Y2 34 , z LLJ W v / Ln I�I N x F I e Y iJb F IRRICATTON r r SYMBOL MCDEL Imo. r i Tam SPRAY RaZZI-ca 57Q V/3s SPR - R =CEY z, 1 [- FULL - 15`F am 4.0 X ' 270a - is, 270- 3.9 HALF - 15 ` H 3m * 2. A ift QUARTER - 5'� c4LII SIRE STRIP - 4' SST 4' S 30' 1_4 Lj SIDE STRIP - 9'53T ?' _2 m CENTER STRIP - 4'CST 4' Z 3U' Q EM STRIP - 4`DR!! 4' S I5' 6 TCiRG SERIES - ACITARY SPRIDIAMICk 1 2Lc k © *dater meter supplied by others_ /�. CasediQ well. (size as sbayn) 1 7 Y .. r ..4ri.'" •" i„ - Maim tc be PVC Sc:h- 40. (size as sbc�I g-Rain zojm=g valve. (z-2aaes)(f s D I>< Toro series 252 low voltage autaatic vain- as sal p Rust control device_ € shown) =- Tine controller as shorn. a � s - I� pp I,ey i A n a r .a. Y 4 SEE I}ET1I fJ1`'��-CA�n�t� r Y i a i : r E in :;x-, ,.p ,. x - .r . .. r:.: a ... r. ar:c ..- ,.,e- , ., rq . ,_.jy .-.:. fr• „p , , :.r, „ „ ,.�,_ !':. � .. K. x 2: _.. _ t.. .. a h r, _ �.. 'm r >• ... , 4._ . v v.F.,. t-",...r _ , .. x.. < , F. _ t -'- . e R.. m— n ,:.,. m T.... .... "} .., - r:: -... .., a :•#i. -.. r. �., .;: . .._w,. , .,..:, ,- .. �.,_80•.,.. Y; ,k .e.. .'•& ,_: ir, #Y :,- ._ .., �i5s ',.. .,.<m,e�. i�s-- _ _. r -..... .. �.-e e_� ,. °.. . #, LE :., _ '�5,:. •&- —w+ � +3y\.t.�w 3 ,: ,.. s,� a _ .. .. _.��... - ,t' _ _ �° __ _." ,. r ,.a r x , v.. Sae•' _ _... < , _.r:: rnv..e x > ° rM K-rain distribution valve(t7P cal) ou gag``' dolphin enclosure Give al.ernate bit: _o owner for \ - rusc control unit, Rus_mas,-er .),, Fla. - gate valve water processing :)r hose bib equal (20 ,,al. cape- cheek valve ci Y. bronze 2" well su cLl•I ih. se f r.me pumn, secure to - 2' concrete slam. (Goulds or equal) - elec ric dersc4 by ,iers. time control_er,; DETAIL- I . 1 IRRIGATION SPECIFICATIONS £' y 1._ K-rain zonin,i valve mus cue used unless >therwise specified. 'All mains and sleeves must be PVC Sch. 4J and buried a minimum of 18" jelow finis.. ,rade ll la'teri" s must A e PVC° Sch. 160 and be buried a m1.8mum of 12" below finish grade. 4. Provide sleeves under pavement prior to installation of same. ME ME ontractor to size piping (unless otherwise shown) and ad)ust spray heads location to conform with water requirements of actual landscaping for adequate water coverage. 6. Irrigation contractor shall provide 100% coverage to all landscaped areas and maintain 50% overlap. 7. Irrigation contractor to provide 35 PSI at all heads. 9. Heads to be installed in planters should be located on risers. 9. Irrigation contractor to furnish controller time clock to be located in mechanical room or approved location. LA. Building contractor to supply electrical hook up, 11. Landscape architect shall be notified of any changes in the system prior to installation of the same. 12. All work must be done as per local codes. 13. System is to be designed and installed by a licensed landscape irrigator. 14. Sprinkler system shall be guaranteed for one year against mechanical defect. or 570 pop -ups i - Y" � tali all pop -ups K Rainbird spiral Tore ,r Rsinbird flex riser (6") ckwail poly pipe tings p SPRINKLER HEAD DETAIL IRRIGATION LEGEND- S 14-DOL MODEL '10. AREA REMARKS TORO SPRA': 'IOZZLES 5-0 W 3" SPRINKLER BODY - - FULL - 15'F 15'RAL 4.) t 27J' - ic'27)0 17'RHD 3.0 Ah HALF - 15'H 1-,'RAD �.J h ,]GARTER - 15'Q 1-'RAD l_ re-, SIDE STRIP - 4'SST 4'x 30' 1.45 r*_1 SIDE STRIP - 9'SST 9'z 18' 1.2 m CENTER STRIP - 4'CST 4':: 30' 1.2 C END STRIP - 4'EST 4'x 15' .6 46 TORO SERIES S600 GEAR DRIVEN ROTARY SPRINK .ER 43'RAD 2.77 r7rwater meter supplied by others. (size as shown) Cased in well. (size as shown) Plain to be PVC Sch. 40. (size as shown) O K-Rain zoning valve. (x-zones)(if shown) D d Toro series 252 low voltage automatic valve. (size as shown) 0 Rust control device. (if shown) - Time controller as shown. ,t r , 2 strands f 12 9auge wire " ruober Bose - aDo,,e first branch 2"x 2" stake (hardwood' 2" layer of mulch r_�2 2 Prepared For Sabals, tie branches together with string 2" x 4" 2' layer of mulch f v ?" layer of mulch — wood stake ?- Jj - Ground cover U. W W W Y 0 W W � g �. Z W W J Z U W Q Q (A 0 = H W a W U z Z Z z Y, J Or 0 a 0 L a , DRAWN Q-G1LLjjY CHECKED TL T DATE 9-1-86 SCALE JOB NO SHEET LaMocape and Irrigation speaitisatioms OF L 3 S"ETS 1199 SOUTH FULLERTON ROAD • INDUSTRY • CALIFORNIA • 91748 • 213 283 8251 3421 NORTH SYLVANIA AVENUE • FORT WORTH • TEXAS • 76111 • 817 831 1205 a c 320 RECOLD ROAD • WAL TERBORO • SOUTH CAROLINA • 29488 • 803 538 2351 ONE BES TEEL WA Y • PETERSON IND US TRIAL PARK • TIP TON • PENNS YL VA NIA • 16684 Steel Welding 1.0 STEEL A. ALL MATERIAL AND WORK SHALL CONFORM TO THE AISC SPECIFICATION. FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL (11/1/76). B. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A-36. C. SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM SPECIFICATION A500. GRADE B. D. ALL DIMENSIONS ARE SUBJECT TO THE ALLOWABLE TOLERANCES SPECIFIED IN ASTM A6. 1.1 LIGHT GAUGE STEEL A. ALL MATERIAL AND WORK SHALL CONFORM TO THE AISI COLD -FORMED STEEL DESIGN MANUAL.1980 EDITION. B. ALL STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTM SPECIFICATION A446 GRADE B OR D AS DESIGNATED. C. ALL STRUCTURAL LIGHT GAUGE TUBES SHALL CONFORM TO ASTM A513. GRADE MT1010. FY-30 KSI MIN. D. ALL SECTIONS AND LENGTHS SHALL BE AS INDICATED ON DRAWINGS. E. BUY-OUT LIGHT GAUGE STEEL SHAPES SHALL CONFORM TO THE MANUFACTURES SPECIFICATION AS CALLED OUT IN THE DESIGN CALCULATIONS. 1.2 SHEET METAL A. ALL GALVANIZED IRON OR STEEL SHEETS USED SHALL BE STANDARD BRAND COMPLYING WITH FEDERAL SPECIFICATION FOR IRON AND STEEL; SHEET. ZINC COATED (GALVANIZED),QQ-1-716 AND AMENDMENT 3 CLASS 01. 2.5 WELDING A. ALL SHIELDED ARC PROCESS AND GAS METAL ARC PROCESS WELDING SHALL COMFORM TO ANSI-AWS-0I.1-65 STANDARDS. B. STEEL SHOP CONNECTIONS SHALL BE WELDED; AND FIELD CONNECTIONS SHALL BE BOLTED UNLESS NOTED OTHERWISE ON PLANS. C. THE FABRICATOR, WITH THE APPROVAL OF THE PROJECT ENGINEER. MAY CHANGE SHOP WELDS TO FIELD WELD AND FIELD WELD TO SHOP WELDS. D. STRUCTURAL SHOP WELDING SHALL BE DONE IN THE SHOP OF A LICENSED FABRICATOR. E. SURFACES TO BE WELDED SHALL BE WELL CLEANED OF ALL RUST, PAINT, GREASE, SCALE OR OTHER FOREIGN MATTER. SURFACES TO BE WELDED SHALL BE KEPT IN GOOD ALIGNMENT OR CONTACT AND PLATE EDGE PREPARATION SHALL BE AS INDICATED ON THE DRAWINGS. F. ALL STRUCTURAL MEMBERS TO HAVE A MINIMUM OF 1'-1/2" OF 3/16" EFFECTIVE WELD EACH END. UNLESS NOTED OTHERWISE ON DRAWINGS. G. WELDING ELECTRODES SHALL COMPLY WITH ASTM A233. H. ALL STRUCTURAL FIELD WELDING. INDICATED ON PLANS. SHALL BE PERFORMED BY A LICENSED WELDER UNDER THE DIRECTION OF A LICENSED WELDING INSPECTOR. IF REQUIRED BY LOCAL AUTHORITIES. I. FULL 'WELDING STRESSES ARE USED IN DESIGN UNLESS OTHERWISE NOTED ON THE PLANS. J. ALL SLAG. NOT JUST LOOSE SLAG,SHALL BE CLEANED FROM ALL WELDS PRIOR TO INSPECTION OR PAINTING. Concrete 4.0 CONCRETE A, CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGNED RELEASE FROM BESTEEL PLACED ON FOUNDATION DRAWINGS. GRADE ELEVATIONS SHALL BE ADDED OR REVISED AT THE TIME THE RELEASE IS SIGNED. B. ALL MATERIAL AND WORK SHALL CONFORM TO THE ACI-318-83 SPECIFICATIONS FOR THE DESIGN AND PLACEMENT OF CONCRETE. C. CONCRETE SHALL BE MACHINE MIXED WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. DESIGN IS BASED ON WORKING STRESS ALLOWABLES. D. CONCRETE USED WITH METAL DECKING SHALL BE NORMAL WEIGHT 3-1/2 NOMINAL THICKNESS,WITH AN F'C OF 3000 PSI AND CONTAINS NO CALCIUM CHLORIDE. E. REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A-615-7.60. LAP ALL BARS A MINIMUM OF 30 BAR DIAMETERS AT ALL SPLICES UNLESS NOTED ON PLANS OTHERWISE. F. ALL VERTICAL FORM WORK SHALL BE BRACED AND HELD IN POSITION FOR A MINIMUM OF 3 DAYS AFTER CONCRETE PLACEMENT. G. DRYPACK SHALL BE ONE PART CEMENT, THREE PARTS SAND. MIXED AS DRY AS POSSIBLE. H. NO STEEL SHALL BE ERECTED ON THE FOOTINGS UNTIL THE CONCRETE HAS CURED FOR THREE DAYS. I. ALL WELD WIRE FABRIC SHALL CONFCRM TO ASTM A185-79. AND SUBSEQUENT SECTION A62. 4.1 MASONRY A. ALL MATERIAL AND WORK SHALL CONFORM TO ACI 531-79 SPECIFICATIONS FOR THE DESIGN AND ERECTION OF MASONRY UNITS. B. GROUT SHALL HAVE A FLUID POURING CONSISTENCY AND CONFORM TO ASTM C143. WITH A COMPRESSIVE STRENGTH EQUAL TO THE UNITS BEING GROUTED. C. MASONRY UNIT STRENGTH SHALL CONFORM WITH ASTM C-140. AND ALL MASONRY JOINTS SHALL NOT EXCEED 5/8" D. FOUNDATIONS SHALL BE FREE OF LATENCY AND CHECKED FOR VERTICAL AND HORIZONTAL ALIGNMENT, DISCREPANCIES WHICH WOULD CAUSE JOINTS TO BE LESS THAN 1/4" OR GREATER THAN 5/8 SHALL BE CORRECTED PRIOR TO STARTING MASONRY CONSTRUCTION. E. SINGLE AND MULTIPLE WYTHE CONSTRUCTION SHALL CONFORM TO ACI-531-79 CH. S. �nesco neoeoauc noM Kc ^naaa Fasteners 2.1 ANCHOR BOLTS A. ANCHOR BOLTS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE ON PLANS. B. HEADED ANCHOR BOLTS SHALL COMPLY WITH ASTM A307. C. NON -HEADED ANCHOR BOLTS AND PLATE WASHERS CONFORM TO ASTM A36. 2.2 BOLTED CONNECTIONS A. MACHINE BOLTS SHALL CONFORM TO ASTM A-307. B. 5/8 0' ERECTION BOLTS SHALL BE USED IN ERECTION UNLESS NOTED OTHERWISE ON PLANS. C. ALL HOLES SHALL BE DEBURRED. D. TAPERED WASHERS SHALL BE USED ON BOLTED CONNECTIONS FOR SLOPING FLANGES OF CHANNELS AND OTHER STRUCTURAL SECTIONS WITH SLOPING FLANGES. 2.3 SCREWS A. FASTENING SHALL BE INDICATED ON THE DRAWINGS AND/OR THE FASTENING SCHEDULE BELOW. - B. SCREWS SHALL BE MADE FROM COLD HEADING QUALITY, KILLED STEEL WIRE CONFORMING TO THE CHEMICAL REQUIREMENTS OF ASTM A-546.6.1-6.3 AND TABLE ONE. C. SCREWS SHALL BE FURNISHED WITH ELECTRODE DEPOSITED CADMIUM COATING UNLESS NOTED OTHERWISE ON PLANS. D. HEAD TYPES SHALL CONFORM (SAE) J 479 AND ANSI B-18.6.4 2.4 POP RIVETS A. ALL POP RIVETS SHALL BE THE BREAK MANDREL BLIND RIVET TYPE AND CONFORM TO IFI STANDARD 114. B. FINISHES SHALL BE ZINC CADMIUM PLATED OR STAINLESS STEEL. C. SIZE SHALL BE AS INDICATED ON THE DRAWINGS. FASTENER USE SPACING SIZE REMARKS POP RIVETS BASE 0. WALL PANEL all O/C 1/8" DIA. TOP 9 WALL PANEL 8" O/C 1/8" DIA. FASCIA 48" O/C 1/8" DIA. NONSTRUCTURAL FASCIA TRIM 48" O/C 1/8" DIA. 0 10 SMS SM.SASE ANGLES TO 16" O/C C-1022 BASE FRAME WALL PANEL TO 16" O/C ROOF FRAME FASCIA BRACKET 3 EACH COOLER TO CEILING 16" O/C ANGLE •14 SMS ROOF DECK TO ROOF B" O/C FRAME C-1018 ROOF DECK TO WALL all O/C CAP ROOF DECK RIBS a QUARTER POINTS AND ENDS FLASHING 48" O/C BOLTS FOR ERECTION N/A 5/8" DIA. A-307 FIT-UP/TO COLUMN TO BASE CHANNEL/ COLUMN TO BEAM General 5.1 GENERAL NOTES A. GENERA` CONTRAC-OR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE BEFORE STARTING WORK. B. SOIL PRESSURE USED FOR DESIGN SHALL BE 1000 LBS. PER SQUARE FOOT UNLESS NOTED OTHERWISE ON PLANS. C. ALL LOAD BEARING FOOTINGS SHALL EXTEND A MINIMUM OF 12" INTO NATURAL SOIL. UNLESS INDICATED OTHERWISE ON PLANS. D. PROVIDE PEDESTRIAN PROTECTION DURING CONSTRUCTION TO COMPLY WITH LOCAL CODES- FED. OSHA. E. PRIOR TO STEEL ERECTION OF ANY KIND. THE GENERAL CONTRACTOR SHALL GRADE, BACK FILL. LEVEL AND OTHERWISE PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS. F. CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGNED RELEASE FROM BESTEEL PLACED ON FOUNDATION DRAWINGS. GRADE ELEVATIONS SHALL BE ADDED OR REVISED AT THE TIME THE RELEASE IS SIGNED. Abbreviations An ANCHOR SOLT La AT B.F. BUILDING FABRICATOR BUILOINO FABRICATOR SUB -CONTRACTOR BLD'G. BUILOINS B RKT. BRACKET B.R. BULLET RESISTANT CENTER LINE COL. COLUMN CONC. CONCRETE, CONT. CONTINUOUS CKT CIRCUIT C.W. COLO WATER OBL. DOUBLE ELEC. ELECTRICAL ELEV. ELEVATION EXT. EXTERIOR P.O. FLOOR DRAIN FIN. FINISH F.F. FINISH FLOOR FTO. FOOTING F.S. FAR BIDE GA. GAUGE G.1. GALVANIZED IRON GALV. GALVANIZED GEN. GENERAL S.C. GENERAL CONTRACTOR GSKT. GASKET GYP. SYPSUM HNO. HAND HOT. HEIGHT HTR. HEATER M.M. HOLLOW METAL INST. INSTALL LAV. LAVATORY M.L. MODULE LINE MTL. METAL N.S. NEAR SIDE N.I.C. NOT IN CONTRACT PNLS. PANELS PRE -FIN PREFINISHED P.V.C. POLY VINYL CMLOAIDE O.C. ON CENTER O.S. OPPOSITE SIDE OPP. OPPOSITE R.I. ROUGH IN SAN. SANITARY B.C. BUS CONTRACTOR SOS. SELF DRILL SEA. SERVICE SEW. SEWER BM SHEET METAL S.M.A. SHEET METAL ANOLE S.M.C. SHEET METAL CHANNEL S.M.S. SHEET METAL SCREWS TEMP. TEMPERED TYP. TYPICAL T.P. TRAP PRIMER T. TEE SHAPE T.S. TUBE STEEL V.T. VAPOR TIGHT V,T.R. VENT THRU ROOF W. WEB 3HAP:SET W.C. WATER CIL W.M. WATER HEATER W/ WITH Analysis CODE- S�FyG�S�'S«I OCCUPANCY TYPE - BUILDING TYPE - WIND LOAD- --!7ry P�'-F ROOF LOAD- 170 PSF FLOOR LOAD - MAXIMUM OCCUPANCY- SQ. FT. 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YP iv.:..... ^u `.. .n S,'::i , '% {V xy fs2'in ,., 3x ,, ':,.,:. ., d.. i ,e. ., r t �.� :ti Y� R .n.... e, e �, Y, .9 ... u�.. . r,.,., .- r a .. �. ,.,. :. .... .. r .. .."Y , r„.. _..., ''n akrr. yy _ ''"i._ .. ,:. .- s- .,, .. .. � <. .. .,, _t ,, a...-.:. .�;. ,.. ,. ... t;. ,. ,k. tr.. ,. ..„: ur• rL�*d _ . £ s a r.: � ?l� �"f `YT T ♦{LL `A� J,Se j<iSti �'+�` x i kit. 1X y..�. e 1.0 STEEL A. ALL MATERIAL AND WORK SHALL CONFORM TO THE RISC,.....". •, ..r..,.. .:. ,,. SPECIFICATION. FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL (11/1/78) ' S. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A-3 C. SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM SPECIFICATION A500, GRADE B. D. ALL DIMENSIONS ARE SUBJECT TO THE ALLOWABLE TOLERANCES, SPECIFIED IN ASTM A6. 1.1 LIGHT GAUGE STEEL A. ALL MATERIAL AND WORK SHALL CONFORM TO THE AISI COLD -FORMED STEEL DESIGN MANUAL,1980 EDITION. B. ALL STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO ASTMI F SPECIFICATION A446 GRADE B OR D AS DESIGNATED. `t C. ALL STRUCTURAL LIGHT GAUGE TUBES SHALL CONFORM TO ASTM f� x A513• GRADE MT1010. FY-30 KSI MIN. oYa; D. ALL SECTIONS AND LENGTHS SHALL BE AS INDICATED O ^ E. DRAWINGS. BUY—OUT LIGHT G - E STEEL SHAPES SHALL CONFORM T E' MANUFACTURES S. FIGATION AS CALLED OUT IN THE, iG CALCULATIONS.."' 1.2 SHEET METAL -— A. ALL GALVANIZED N OR STEEL SHEETS USED SHALL BE STANDARD B ND YING WITH FEDERAL_ SPECIFICATION FOR rni x, IRON AND S' L; +T, ZINC COATED (GALVANIZED) , QQ-1-716 2.5 WELDING A SHIEDED ANS WS—D1.1 _ PROCES —B5 STANDARDS B. STEEL SHOP CONNECTIONS SHALL WELDED; WELDED; AND FIELD CONNED, NS SHALL BE BOLTED UNLESS NOTED OTHERWISE ON PLANS. " C. THE FABRICATOR. WITH THE APPROVAL OF THE PROJECTu .,; .s ENGINEER, MAY CHANGE SHOP WELDS TO FIELD WELD AND FIELD WELD TO SHOP WELDS. D. STRUCTURAL SHOP WELDING SHALL BE DONE IN THE SHOP OF A LICENSED FABRICATOR. E. SURFACES TO BE WELDED SHALL BE WELL CLEANED OF ALL RUST, PAINT, GREASE, SCALE OR OTHER FOREIGN MATTER. SURFACES TO BE WELDED SHALL BE KEPT IN GOOD ALIGNMENT OR CONTACT AND PLATE EDGE PREPARATION SHALL BE AS INDICATED ON THE DRAWINGS. F. ALL STRUCTURAL MEMBERS TO HAVE A MINIMUM OF 1'-1/2" OF 3/16" EFFECTIVE WELD EACH END. UNLESS NOTED OTHERWISE ON DRAWINGS. G. WELDING ELECTRODES SHALL COMPLY WITH ASTM A233. H. ALL STRUCTURAL FIELD WELDING. INDICATED ON PLANS, SHALL 6E PERFORMED BY A LICENSED WELDER UNDER THE DIRECTION OF A 'L_ICENSED WELDING INSPECTOR. IF REQUIRED BY LOCAL_ AUTHORITIES. I. FULL WELDING STRESSES ARE USED IN DESIGN UNLESS i OTHERWISE NO,, pN,T PLANS. J, ALL SLAG, E G,SHALL BE CLEANED FROM AL WELDS PRI ON PAINTING. Concrete ' iw- 4.0 CONCRET' A, CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGN RELEASE FROM BESTEEL PLACED :ON FOUNDATION DRAWINGS. GRADE ELEVATIONS SHALL BE ADDED OR REVISED AT THE TIM THE RELEASE IS SIGNED. B. ALL MATERIAL AND WORK SHALL CONFORM TO THE ACI-318-63 SPECIFICATIONS FOR THE DESIGN AND PLACEMENT OF CONCRETE. z, C. CONCRETE SHALL BE MACHINE MIXED WITH A MINIMUM 1' COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. DESIGN I BASED ON WORKING STRESS ALLOWABLES. b D. CONCRETE USED WITH METAL DECKING SHALL BE,NgRMA.L WF,IQHT 3-1/2 NOMINAL THICKNESS. WITH AN F' c OFE 3000 PSI AND CONTAINS NO CALCIUM CHLORID E. REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A-615-7.60. LAP ALL BARS A MINIMUM OF 30 BAR DIAMETER AT ALL SPLICES UNLESS NOTED ON PLANS OTHERWISE. F. ALL VERTICAL FORM WORK SHALL BE BRACED AND HELD IN POSITION FOR A MINIMUM OF 3 DAYS AFTER CONCRETE PLACEMENT. G. DRYPACK SHALL BE ONE PART CEMENT, THREE PARTS SAND, MIXE AS DRY AS POSSIBLE. H. NO STEEL SHALL BE ERECTED ON THE FOOTINGS UNTIL THE CONCRETE ' HAS CURED FOR THREE DAYS. g I. ALL'WELD WIRE FABRIC SHALL CONFORM TO ASTM A185-79.,' AND SUBSEQUENT SECTION A82.' MASONRY A. ALL MATERIAL AND WORK SHALL CONFORM TO ACI'531.--75 < SPECIFICATIONS FOR THE DESIGN AND ERECTION OF MASONRY' UNITS. B. GROUT SHALL HAVE A FLUID POURING CONSISTENCY AND CONFORM TO ASTM C143, WITH A COMPRESSIVE STRENGTH 'Ei3 L TO THE UNITS BEING GROUTED. C. MASONRY UNIT STRENGTH SHALL CONFORM WITH ASTM C-140, u z AND ALL MASONRY JOINTS SHALL NOT EXCEED 5/8" D. FOUNDATIONS SHALL BE FREE OF LATENCY AND CHECKED FOR VERTICAL AND HORIZONTAL ALIGNMENT. DISCREPANCIES WHIC WOULD CAUSE JOINTS TO BE LESS THAN 1/4" OR GREATER THAN 5/8 SHALL BE CORRECTED PRIOR TO STARTING MASONRY CONSTRUCTION. SINGLE AND MULTIPLE CONSTRUCTION SHALL CONFORM TO ACI-531-79 CH 6. :r.;. m I~i BOLTS A-307 2.1 ANCHOR BOLTS A OVIorm 6Y THE PO GENEPAL COOTMAC`P`O UNLESS NOTED OTHERWISE P B. HEADED ANCHOR BOLTS SHALL COMPLY WITH ASTM A307. C. NON —HEADED ANCHOR BOLTS AND PLATE WASHERS CONFORM TO ASTM A36. 2.2 BOLTED CONNECTIONSA. ^ s 4 MACHINE BOLTS SHALL CONFORM O B. 5/6 0 ERECCTIONBOLTSSHALLLL BEUSEDMIN ERECTION UNLESS 4 NOTED OTHERWISE ON PLANS.' a a� •�^ C. ALL HOLES SHALL BE DEBURRED , of < . D. TAPERED WASHERS SHALL BE USED ON BOLTED CONNECTIONS FOR SLOPING FLANGES OF CHANNELS AND OTHER STRUCTURAL SECTIONS WITH SLOPING FLANGE 2.3 SCREWS A. FASTENING SHALL BE INDICATED ON THE DRAWINGS AND/OR THE FASTENING SCHEDULE BELOW. _ SCREWS SHALL BE MADE FROM COLD HEADING QUALITY, KILLED IftB. STFEL_ WIRE CONFORMING TO THE CHEMICAL REQUIREMENTS OF A. ALL POP RIVETS SHALL BE °'(HE BREAK-WANDREL BLIND RIVET TYPE AND CONFORM TO IFI STANDARD 114. _'8. FINISHES SHALL BE ZINC CADMIUM PLATED OR STAINLESS STEEL C. SIZE SHALL BE AS INDICATED ON THE DRAWINGS. NER USE SPACING SIZE VETS BASE 0 WALL PANEL B" O/C 1/8" DIA. TOP R WALL PANEL 8" O/C 1/8" DIA. FASCIA 46" O/C 1/8" DIA, - FASCIA TRIM 4B" O/C g'n :.,.g;�x 1/8" OI e SM, BASE ANGLES TO 16" O/C - BASE FRAME WALL PANEL TO 16" O/C n ROOF FRAME FASCIA BRACKET 3 EACH .COOLER TO CEILING 16" O/C -. ANGLE ROOF DECK TO ROOF FRAME A s .ROOF DECK TO WALL 1 CAP ,w ^;ROOF DECK RIBS 6 QUARTER POINTS AN ENDS ?'?" a ,l FLASHING „„ 46" O/C t, ,x WK�! FOR ERECTION "y '; 5/B" DIA. -"FIT—UP/TO COLUM��°YTO BASE CHANrJELB TCOLUMN TO BEAM General REMARKS NONSTRUCTURAL 5.1 GENERAL NOTES 7.. rp . A. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE BEFORE STARTING WORK. B. SOIL PRESSURE USED FOR DESIGN SHALL BE 1000 LBS. PER ug, SQUARE FOOT UNLESS NOTED OTHERWISE ON PLANS. LL LOAD BEARING FOOTINGS SHALL EXTEND A MINIMUM OF 12" INTC NATURAL SOIL. UNLESS INDICATED OTHERWISE ON PLANS. ROVIDE PEDESTRIAN PROTECTION DURING CONSTRUCTION TO COMPLY WITH LOCAL CODES- FED. OSHA. RIOR TO STEEL ERECTION OF ANY KIND. THE GENERAL ":CONTRACTOR SHALL GRADE. BACK FILL. LEVEL AND OTHERWISE 4 'PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS. CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGNED RELEASE FROM BE EL PLACED ON FOUNDATION DRAWINGS. GRADE ELEVATION HALL BE ADDED OR REVISED AT THE TIME it a, B.F. DUILOZNG FABRICA7 + BUILDING FADRICATOR SVB—CDMIR$ OLD' BUILDING Si BRACKET D.R. BULLET RESIST, CENTER LINE COL. COLUMN CONC. CONCRETE CON T CONTINUOUD CKT CIRCUIT C W ` COLD WATERS COL DOUBLE ELEQ' ELECTRICAL ELEV' x ELEVATION EXT EXTERIOR F D. FLOOR DRAIN FIN. FINISH F.F. FINISH FLOOR FTG. FOOTING 11 A y�F.S. FAR SIDE GA. GAUGE O.Wi I. GALVANIZED :. GALV. GALVANIZED GEN. GENERAL O.C. GENERAL CO ACTOR GSKT. GASKET GYP. GY" UNI,"? « MNO _ HAN fizll,, '" MOT. HEIGHTjAl2 HTR. HEATER'. , M.M. HOLLOW MET yr, INST. INSTALL LAV. LAVATORY M.L, MODULE LINE HTL. METAL N .9. NEAR SIDE N.S.C. NOT IN CON�i e Y,- PNLS. PANELS 3 PRE —FIN PREFINISH" P ii POLY VINYL, O.C. ON CENTER Ye: O.S. >A OPPOSITE Opp. OPPOSITE R.I. ROUGH IN 9AN SANITARY S.C. DUD CONTRACTOR SOS, SELF DRILL SER. SERVICE SEW. SEWER BM SHEET METAL S.M.A. SHEET METAL AM ` S.M.C. SHEET METAL C h S.M.S. SHEET METAL SCREW TEMP. "EMPEREO '' TIP. fYPTCAL T.P. TRAP PRIM' T. TEE SHAPE' . TUBE STEEL . V.T. VAPOR TIGHT'rf V.7_R, VENT THRU ROOF W. WEE SHAPE W C WATER CLOSET :c. W,H WATER HEATER V' din 'bawen xxll. .r •< WITH ,e°EnviS, t!' Analys,'s M t{. a' e CODE — OCCUPANCY TYPE`? TYPE+ BUILDING WIND LOAD— ROOF LOAD— , FLOOR LOAD— +� e r f #�, MAXIMUM OCCUPANL SQ . FT. ENCLOSED DETAIL LETTEi jd BLDG SECT SHEET NUMBS Pill DETAIL NUMBER WALL SECTION SHEET NUMBER DETAIL NUMBER SHEET DETAIL SHEET NUMBER O SCHEDULE ITEM ODOOR OWINDOW W MODULE SPLIT Drawing Index a W-10 ��fe i �6rx c1 Qom, �S d 1 �,' • iw MCI i YNA �O C7T t--J S Nia t[D [tM 1 ptMaMQ YI d'/M[ nu+{ {wLc 14 uuD .r. 00 WKID{l C040-0*SWAJ.T•DA /M T rCd, vI••T{O " & IIL "lAv w uIT/ll co. *.lTn■ 11-ALL Viso" 4" It Y Ot •lpy i4�~oft �tiM MCM TF!/�OII1" [J ♦.O •!T H of Mj.{. 1tl p1r(N{10" TO a {Tjlt llOat AKA Not (/T. V I "@i _ 3 3 ott �`� 2 �v a'£NY`Y'...aAtY `'eR}f'4 �� %..• 5T`. i' Y t ,$/ C �'5 x asry,{ ;Erk r X tsA st -51EE I pt- a .a TY P. FT G 1 AA t�on w , of Vxwl ) 4 Now'_ BOTTOM of A ll_ G eo..7 T Poc�rz � S,�T�tc �l.Ev. V-�111&T �t Do NOT USE FOR CONSTRUCTIO UNLESS ,...O JOB NO: ti r ' $ ai bti, 2 � 4 �� 1...1 •+i� 4 i ., i . i t �u e ,.e `.� ° �. nw.. Lt t» fi �CS3�3Y1\ fin,..° �R�� �d � ��" � i�� �`f a w�8 a..0 ��.,�,�.,.,w� F rY I v av r °pn tdP .a. :�eF h�r� . 320 RECOL A • ��AL7f= BOP0 . •�l UI--; �"fP���'�fl-JiVt 29488 • 80' 538 23j L.11 L LL�� / IL— V V✓ i T ,/ L( �l i V f Y P � igCL V t✓ i :l¢ eF �F..Jr r, 't i pP £�j,.r 0 6 Steel r, 1.0 STEEL A. ALL MATERIAL AND WORK SHALL CONFORM TO THE A $ SPECIFICATION. FOR THE DESIGN, FABRICATION r' AND ERECTION OF STRUCTURAL STEEL (11/1/78) . B. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION C. SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM SPECIFICATION A500, GRADE B. ALL DIMENSIONS ARE SUBJECT TO THE ALLOWABLE TOLERAN SPECIFIED IN ASTM A6. IGHT GAUGE STEEL ALL MATERIAL AND WORK SHALL CONFORM TO THE AISI` ' COLO—FORMED STEEL DESIGN MANUAL.1980 EDITION. ALL STRUCTURAL LIGHT GAUGE STEEL SHALL CONFORM TO AST SPECIFICATION A445 GRADE B OR D AS DESIGNATED. ALL STRUCTURAL LIGHT GAUGE TUBES SHALL CONFORM TO AST A513. GRADE MT1010, FY-30 KSI MIN. ALL SECTIONS AND LENGTHS SHALL BE AS INDICATED ON; DRAWINGS . ''"` E. BWI�l IL_ar0t?T G41°:LGE STEEL SHAPES �' � �I� f �TO THE MANUFACTURES SPECIFICATION AS CAL OESIG 's CALCULATIONS. mow' 1.2 SHEET METAL... A. ALL GALVANIZED IRON OR STEEL SHEETS USED SHALL BE STANDARD BRAND COMPLYING WITH FEDERAL SPECIFICATIO IRON AND STEEL; SHEET, ZINC COATED (GALVANIZEO).QQ-1— AND AMENDMENT. 3,. r_LASSx— i - ...... Welding Concret vi 2.5 WELDING¢ A. ALL SHI89W R PROC 5 AND GAS -METAL ARC PROCESS a', WELDING SHALL COMFORM TO ANSI—AWS-01.1-85 STANDARDS" sr,` B. STEEL SHOP CONNECTIONS SHALL BE WELDED; AND FIELD CONNECTIONS SHALL BE BOLTED UNLESS NOTED OTHERWISE ON PLANS. C. THE FABRICATOR. WITH THE APPROVAL OF THE PROJECT ENGINEER, MAY CHANGE SHOP WELDS TO FIELD WELD AND FIFLD WELD TO SHOP WELDS. D. STRUCTURAL SHOP WELDING SHALL BE DONE IN THE SHOP OF A LICENSED FABRICATOR. E. SURFACES TO BE WELDED SHALL BE WELL CLEANED OF ALL RUST. PAINT. GREASE. SCALE OR OTHER FOREIGN MATTER. SURFACES TO BE WELDED .SHALL BE KEPT IN GOOD ALIGNMENT OR CONTACT AND PLATE EDGE PREPARATION SHALL BE AS INDICATED ON THE DRAWINGS. F. ALL STRUCTURAL MEMBERS TO HAVE A MINIMUM OF 1•-1/2" OF 3/16" EFFECTIVE WELD EACH END. UNLESS NOTED OTHERWISE ON DRAWINGS. G. WELDING ELECTRODES SHALL COMPLY WITH ASTM A233. H. ALL STRUCTURAL FIELD WELDING, INDICATED ON PLANS, SHALL BE PERFORMED BY A LICENSED WELDER UNDER THE DIRECTION OF A LICENSED WELDING INSPECTOR. IF REQUIRED BY LOCAL AUTHORITIES. } I I. FULL WELDING STRESSES ARE USED IN DESIGN UNLESS OTHERWISE NOTED ON THE PLANS. J. ALL SLAG, NOT JUST LOOSE SLAG,SHALL BE CLEANED FROM ALL WELDS PRIOR TO INSPECT ON OR PAINTING. MNII�: °r rc sl- - k 4.0 CONCRETE A. CONCRETE FOOTINGS SHA NOT BE PLACED PRIOR TO A SI_ RELEASE FROM BESTEEL CED ON FOUNDATION DRAWINGS_ GRADE ELEVATIONS SHAI_ E ADDED OR REVISED AT THE THE RELEASE IS SIGNED'. B. ALL MATERIAL AND WORK ALL CONFORM TO THE ACI-318x SPECIFICATIONS FOR THE DESIGN AND PLACEMENT OF CONCRETE. CONCRETE SHALL BE MACHINE MIXED WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 26 DAYS. DESIGN IS' BASED ON WORKING STRESS ALLOWABLES. CONCRETE USED WITH METAL DECKING SHALL BE NORM LWE�IG 3-1/2 NOMINAL THICKNESS, WITH AN F'c OF 3000 PSI AND CONTAINS NO CALCIUM CHLORIOE7,1' REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A-615-7.60. LAP ALL BARS A MINIMUM OF 30 BAR DIAMETERS'. AT ALL SPLICES UNLESS NOTED ON PLANS OTHERWISE. ALL VERTICAL FORM WORK SHALL BE BRACED AND HELD I POSITION FOR A MINIMUM OF 3 DAYS AFTER CONCRETE „ PLACEMENT. ORYPACK SHALL BE ONE PART CEMENT. THREE PARTS SANG MI` AS DRY AS POSSIBLE. r ..ONO STEEL SHALL BE EREC D, OIG THE FOOTINGS IUNTI HAS CURED FOR THREE D I. ALL WELD WIRE FABRIC LL CONFOR O AST ZP; 185-7 AND SUBSEQUENT SECT x" "z x f � ' 4.1 MASONRY LL.MATERIAL AND WORK ALL CONFORM 70 ACI 531-7 PECIFICATIONS FOR THE DESIGN AND ERECTION OF MAS NITS. GROUT SHALL HAVE A FLUID POURING CONSISTENCY AND CONFORM TO ASTM C143, WITH A COMPRESSIVE STRENGTH EQU' TO THE UNITS BEING GROUTED. C. MASONRY UNIT STRENGTH SHALL CONFORM WITH ASTM C-140, ' AND ALL MASONRY JOINTS SHALL NOT EXCEED 5/6" D. FOUNDATIONS SHALL BE FREE OF LATENCY AND CHECKED ED VERTICAL AND HORIZONTAL ALIGNMENT, DISCREPANCIES WH WOULD CAUSE JOINTS TO BE LESS THAN 114" OR GREATER THAN 5/6 SHALL BE CORRECTED PRIOR TO STARTING MASON CONSTRUCTION. SINGLE AND MULTIPLE Yf.a E CONSTRUCTION SHALL CONFORM TO ACI-531-79 C .•'r ; s aste.nets R' 2,1 ANCHOR BOLTS „, ; w• �•. ,.",HE A. ANCHOR BOLTSSHALLBE PROVIDED RAL CONTRACTOR UNLESS NOTED OTHERWISE ON PLANS. _ B. HEADED ANCHOR BOLTS SHALL COMPLY WITH ASTM A307. C. NON —HEADED ANCHOR BOLTS AND PLATE WASHERS CONFORM TO ASTM A36. z" 2.2 BOLTED CONNECTIONS A. MACHINE BOLTS SHALL CONFORM TO ASTM A-307. B. 5/B 0ERECTION BOLTS SHALL BE USED IN ERECTION UNLESS NOTED OTHERWISE ON PLANS. C. ALL HOLES SHALL BE DEBURRED. D. TAPERED WASHERS SHALL BE USED ON BOLTED CONNECTIONS FOR SLOPING FLANGES OF CHANNELS AND OTHER STRUq,TVRAL SECTIONS WITH SLOPING FLANGES 2.3 SCREWS � " A. FASTENING SHALL BE INDICATED ON THE DRAWINGS AND/09f"1101 THE FASTENING SCHEDULE BELOW.- B. SCREWS SHALL BE MADE FROM COLD HEADING QUALITY. KILLED STEEL WIRE CONFORMING TO THE CHEMICAL REQUIREMENTS OF ASTM A-548.6.1-6.3 AND TABLE ONE. C. SCREWS SHALL BE FURNISHED WITH ELECTRODE DEPOSITED CADMIUM COATING UNLESS NOTED OTHERWISE ON PLANS. H:_.G TYPES SHALL CONFORM (SAE) J 479 AND ANSI B-16.6.4 v 2.4 POP RIVETS A. ALL POP RIVETS SHALL BE THE BREAK MANDREL BLIND RIVET TYPE AND CONFORM TO IFI STANDARD 114. B. FINISHES SHALL BE ZINC CADMIUM PLATED OR STAINLESS STEEL. C. SIZE SHALL BE AS INDICATED ON THE DRAWINGS. a FASTENER USE SPACING SIZE REMARKS POI p,> TV TS BASE Q WALL PANEL all O/C 1/8" CIA. R WALL PANEL 8" O/C 1/8" DIA. s .,FASCIA 46" O/C 1/8" CIA. NON-STRUCTURAL • - FASCIA TRIM k 40" O/C 1/8" DIA. ' M 10 , +SM,BASE ANGLES TO 16" O/C C— - a `6 1_� .BASE FRAME - "" #WALL PANEL TO 16" O/C `k " .ROOF FRAME �3. _ P'FASCIA BRACKET 3 EACH S " COOLER TO CEILING 16" O/C ANGLE •14 SMS ROOF DECK TO ROOF B" O/C FRAME C-1018 ROOF DECK TO WALL 8" O/C CAP ROOF DECK RIBS C QUARTER POINTS AND ENDS FLASHING 46" O/C BOLTS FOR ERECTION N/A 5/6" DIA. A-307 FIT—UP/TO COLUMN TO BASE CHANNEL/ •Y.- COLUMN TO BEAM General c 5.1 GENERAL NOTES J1v *a' _ d,. A. GENERAL CONTRACTOR SHA` ERIFY ALL DIMENSIONS AND $. CONDITIONS ON JOB SITE BEFORE STARTING WORK. B. SOIL PRESSURE USED FOR DESIGN SHALL BE 1000 LBS. PER SQUARE FOOT UNLESS NOTED OTHERWISE ON PLANS. ALL LOAD BEARING FOOTINGS SHALL EXTEND A MINIMUM OF 12' INTO NATURAL SOIL. UNLESS INDICATED OTHERWISE ON PLANS. D. PROVIDE PEDESTRIAN PROTECTION DURING CONSTRUCTION TO COMPLY WITH LOCAL CODES— FED. OSHA. E. PRIOR TO STEEL ERECTION OF ANY KIND. THE GENERAL CONTRACTOR SHALL GRADE, BACK FILL. LEVEL AND OTHERWISE PREPARE THE JOB SITE FOR SAFE WORKING CONDITIONS. CONCRETE FOOTINGS SHALL NOT BE PLACED PRIOR TO A SIGNED RELEASE FROM BESTEEL PLACED ON FOUNDATION DRAWINGS. GRADE ELEVATIONS SHALL BE ADDED OR REVISED AT THE TIME THE RELEASE S SIGNED 10 3 Abbreviations } � -' ''�uulI.,, , s' AB. ANCHOR BOLF``� �� AT S.F. BUILDING FABRICATOR BUILDING FABRICATOR SUB —CONTRACTOR SLOG. BUILDING BRKT. BRACKET i B.P. BULLET RESISTANTkh $ k+ m CENTER LINE Hi COL. COLUMN `vr ' Ay,� 1 Fr CONC . CONCRETE CONT. CONTINUOUS+v`�, CKT CIRCUIT{ C.M. COLD MATER COL. DOUBLE E LEC. ELECTRICAL ELEV _ ELEVATION,..-'4' EXT. EXTERIOR �,>f' s.�it''hv'S'S F.D. FLOOR DRAIN j�Y ��Y FIN. FINISH F.F. FINISH FLOOR FTG. FOOTING F.S. FAR SIDE GA. GAUGE B,I. GALVANIZED IRON BALV. GALVANIZED BEN. GENERAL B.C. GENERAL CONTRACTOR G SKT. BASKET GYP. GYPSUM HNO. HAND HOT, HEIGHT -HTR. MCA TER M.M. HOLLOW METAL INST. INSTALL LAV. LAVATORY M.L. MODULE LINE MTL. METAL N.S. NEAR SIDE N.Z.G. NOT IN CONTRACT PNLS. PANELS PRE —FIN PREFINISMED P.V.C. POLY VINYL CHLORIDE O-C. ON CENTER O.S. OPPOSITE SLOE OPP. OPPOSITE R.1. ROUGH IN SAN. SANITARY S.C. SUS CONTRACTOR SOS, SELF DRILL SEP. SERVICE SEW. SEWER S. SHEET METAL G.M.A. SHEET METAL ANGLE S.M.C. SHEET METAL CHANNEL SMEET METAL SCREWS TEMP. TEMPERED TYP. TYPICAL T.P. TRAP PRIMER T. TEE SHAPE T.S. TUBE STEEL V.T. VAPOR TIGHT V.T.R. VENT THRU ROOF W. WEB SHAPE W.C. WATER CLOSET W.M. WATER HEATER W/ WITH Analysis CODE — OCCUPANCY TYPE — BUILDING TYPE — WIND LOA0—$1 5F ROOF LOAD— 40 pSF FLOOR LOAD— 1 MAXIMUM OCCUPANCY— SQ. FT. ENCLOSED— Symbols DETAIL LETTER "'!I, BLDG SECTIO SHEET NUMBER DETAIL NUMBER WALL SECTION +t SHEET NUMBER DETAIL NUMBER a s DETAIL SHEET NUMBER O SCHEDULE ITEMll;_ 0" Yy DOOR P a^ s siY WINDO�x MODULE SPLT' Drawing Index Rev Iv 5•. LINE m M IA - St 1 X $ Qj xV 1 � 9 \ t 1 X I � ti q — • 311 yulLtl(YktIK 90 A14 -- ) . Q� rY'ge< 33 33 3 m� 4'4 4 �4 4-4 4-4 4--3a r; 2+_8 30_3 t� f� Q :3 , 'O I 4 2� •s. I — .3Li - _ D/O _ BLOC. WALL s{ -xe JV�U•t 'It"nsnTUTI tl CONVEY TO ALI. CONTRACT"$ I"T ►T - ...am ...a......_._. ._......._ I R 11RCLIATII F0WJOA7 ION LA/�l AND RANK' IND,- NOAREOA DRv rtES AND,OR ITS EVOLVED AND F CIION WR11. THE S, .S DEONS. AR L•rp4 ... wy 1 !TEN itR - "�(J �— O DR. -OATF GK. 1 I •, 16 4r[ k 4t:^OVS1.ILITC TO INSYRI TNAT Tot SIT& iS tR0 I l - l! ^et C,..: R, ",I:nt CNCALY1 teRRlat Aso AFTER To[ ►ONR, To[ C"Cettt ft."' +ytS tE CR&CCtk fat ►RO►CR CItIATIOA. LCT&L SOBARt ANR CORRECT NOT OT USE FOR '#t f.7ST tC3EItAl eRAll of FO"NOATI PREPARATION IS IN Ttt PRIME �li .TI A GP eNLRJI IOITS. AEASRICItt RTt FOR ANCNOR 1001 (OR 910111 ir"`("'yJ�(S'T'j�( 1(•"`i•`I ixOLES1 f"XCE,,+tal -.aST It t14Ct AaR SNOIKI of RtYNttttl To ASS011 v fN� ✓�IkM�k AccU�.CC ►gRE1 WATIO4. A iJ1�15.GJJ CORttCTtDN OI LICA'IOR, Of cLtVATta &IRO IF INTRINSIVIAL ENRON$ ■ sv -. SIGNED to�T�r It Mat ►&10N to Tpt Akt1I►L T" t&LCTINI Carol ARI i&1N TO M ttCCTINI OF NO( ITtFCTY&t• . 1 - •A r r 1 arltR T&t FI&NS RATt Itto ft"Vt• ALL lot TRCNta&S- NOttS NI YNIFIN SITE Cta►tu"l Rust at L17tlto ri INSYRI A SA/t YORC111I !NO ACCESS R&&, ACC[ITAILI TI LOCA ,-STATt, F&It NAt "a *-%-a-&- "961citS.. kh - R E V I 8 1 0 FV I199 SOUTH FULLERTON ROAD • INDUSTRY. CALIFORNIA • 91748 - 213 283 8251 3421 NORTH SYLVANIA AVENUE • PORT WORTH • TEXAS - 76711 - 817 837 1205 - . 1 � x 320 RECOLD ROAD • WAL TERBORO • SOUTH CAROLINA • 29488 - 803 538 235f ONE BESTEEL WAY . PETERSON INDUSTRIAL PARK . TIPTON • PENNS YL VANIA - 16684 NC: AL, ANCtioR BoLTS ARE 3a0Y x 120 Wjj5 u •rJ,O- 1 34��2 4 -0'A 4 34 -3 i 2 I�z GcNT• M= �j 6a mi 1 N CA- n W J 0 __a�kc0;zTO_9-1Q- - - E'Al. V,/ . M. T)'P CAR WA 5 FIN PA7 E[ E✓.O-0� NI ITWT �.- • Jdw `T7i. VAM- .v # 5'5 To P if 80 T`f- I -co coNT. SEG T/ON j1 Fl-EV. 0 =0 N M P •s7 9 O 2(5 v LONG co ^<P A. BOLTS X I _P LONG SOP OF GRADE QM. SAr%E iNATURAL GRAPE \9� z BAR 34-x 3 OF xo-3 - - I q _ - I .I f 2 Nu S TOP F soTT• IsT pcuR - -� • 8�L D6. LINE N(977F - A L L ANCHOR BOLTS_-_. _FURMSH ' f 11VSTA Y GENSRAL. GoNTRAGToR ti � C NEV ICON U.S.A - /Nc. FL 226 x 34 CV✓/-H (CARWASH-) HALL. MARk 21 C.)ESIGN S H E E T T I T L E i TOP & 50TT. r. IOP4 IO P4 Rir2 — � _ _ qR2 Ko'_ I I i• cei L►w GNE awe `I,zLL yA r�'Y f{y� s Rl,�. 'OEAS FS)t+4 ARM NGE'2FEY, •S AND PLANS, :NOV ..,ATeL`Chi kc N Sck Ev BY TWS DRA WIND ARf OVi 9�ED BY ANL car£ "R £ri:Y OF BESTEii NOVSMfS AND/JR '75 ____ SLP.-s, ANC MERE CREATED, EVOLVED AND DE £. F D FCA ',:SE JN, AND N CONNECTN WITH,',E SPECh'IE ,.t<C-t i f of SUCH :OEAS. DEVON& AP RANG M N SOp@ ANS SEALt. BE USED BY aRDISC:JSEO TO ANY 'EFSvk RM JR L'ORPCRA7K FOR ANY W1R#DSc n*+.t'S:.f FA W' 1ii,..;• ,vrf nsii^fN PER WSS Of 4£¢iEE ^rL`v, TR,Ei Z I s.CY' �'f" I >Cv •?%p �r,#.A, 1 011 ma ■erooll"Two MC. law .. loP3 Ili'_ II MOP 1101,101ho S MILL HAVE THE OPT10nTO WIDER GH-I NITH EITHER SI FASCIAS O!t THO END FASCIAS tNUE. ORIENTATIdN OF THE LOING ON T►�E SITE SHaALL DETERMINE. FERENCE MUST BE NOTED ON ORDER FORM,, ID99 SO+JTH FULLER TON ROAD • INDUSTRY• CALIFORNIA • 97748 • 273 283 825T 3411,Y OR TH SYL VA rJA AVEPJUE •FORT WORTH • 7fXA5 + 761.7 « 8)' 631 7105 x ' �: 5^ •K„'4 pc, tr''.;F x4,3 ^, 320 RECOLD ROAD • WALTfR80RO • SOUTH CAR OLIA'A • 29488 « 803 538 2.35. ------------ ____ ON'f SESTEEt WAY • PETFRS(3N iNDUSTRtAL ;'ARK* TIPTON • PENNSYLVANIA • '6684 nmcJ. 1 rt k 1 S a — 20 GA. PRE F/N. C NEV. OFF wN/TE = mGA• PRE -Flu. CHEY. oFF wy�TF 3FL2R 3FL2L SW I dYsA- PRE FiN. C.AEi! J Jim I 1F5 ji 11J13 414 3 '4 to 1,4 AT uN 3 c- L >� v1i f�`i 61 . : - A r L1N& 5c� ROOM FINISH SCHEDULE ROOM FLOOR BAST MALLS CEILING UTILITY CCNC. BY G.C. NONE PRE-FINISHEO METAL PRE -FINISHED METAL 7§7 STORAGE C^_<, By .C. NONE PRE -FINISHED METAL PRE -FINISHED METAL ,iASM DAY CONC. BY Q.C. NONE PRE -FINISHED METAL PRE -FINISHED METAL FINISH PAINTING OF HALLS AND CEILINGS GENERAL CONTRACTOR IG.C.I. (MASH BAY C DOOR_ SCHEDULE _ MAR" DOOR SIZE �F.+S.NfE HrtE8IAl LOUVER TRANSOM LOCATI-- �R 10'-0- X 10'-0- X 1 3/4 'L S ' ALUMINUM NONE NONE CAR NASH TUNNEL 3'4`F 1 6'-a` X 1 3/4- HC LOA 20 GUGE 12X18' NONE UTILITY R` r STEELADJUS.. STORAGE R • f } SERIES S20 ALUMINUM OVERHEAD DOOR NITH A,LUMIHUN PANELS AS MnM,-TJR£ "' ? 'OVERxEAO DOOR CORPORATION' OR -FINISHLIvE'. f.E"} HOLLOW H.Tk: DOORS AS MANUFACTURED B'Y-CECD'A -REGENT- SERIES C, FAPPROVED F..'._, 1. LOLMERi CECO�MODEL 4SM/1912 ADJUSTASLE LOUVER WITH INSECT SCREEN. DOOR. HAROHARE SCHEDULE MARK BUTTS LOCKSET CLOSER DOOR TRACKS TO BE 2' GALYANIZED ANGLE MOUNTED TRACK, TACK MELDED TO CHAXNEL F. 0 DOOR TO BE EOUIPPED NITH MANUAL LOCK INSIDE AND KEYED CYLINDER OUTSIDE. DOOR TO FURNISHED AhC INSTALLED BY STEEL FABRICATOR. 1 1/2 PAIRS SCHLAGE LOCK CO. 4 1/2'X4 1/2-11 3/4 CYLINDER TYPE MCKINNEY TA114 ANSI IS6.2 SER.4ri CB STANLEY FB16179 GRADE 1. 2 3/4' USP FINISM SACKSET ---- _ DL YNP I AVP/ 14 .04 FUNCTION DSO PD "- -E' KEY USZ6D UN07E1 THE OVM*AD DOORS MAY BE DELETED WHEN THE WILDING IS ORDERED. _. ,° 9 A• j/L/A 3-! '0 o ' t ( A ;na. Gu- 004G GQ - 00 cy-piL / GQl 11-7�o . 40*3 0 t, s- n a - i Pon - u w '.a QW- y,> I'?YYi e y< x d Y �z x.. .'- _> v'.:v ♦. r <s ...x. xd'� ..?ice i, • ,. -.. ?-, -n, i. 4a.':a 4 nh, iT«r 3 T. ,.Y§.r ',5' .M'... SF .. 2... ._i.. - '... , _ x t-...a , ,. .. ... , •:..:: ., :r- ....F rt- ., i.--- 'h..e--.. S- ._.. ,�. 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CONT.ANGLEvlAl r --Af2«,b,c L12 1 i12 1L}(�] 2 N SPOT WELD (TYP) ALT.3-#10 SMS 1 4 SMS — 32"O.C. 25 rTt-s 8.1/2" 3x3x18 GA - FRAMES 0 48" O.C. 24 GA. FLASHING '\ 3.#1a,aSMS (TYP) � 4F►a., b.c i #(4A ROOF DECK #14 SMS RIB TO RIB WALL PANEL 1 DETRIL E3 GEUERAL REWS/aN ORIGINAL R[LEA8E - q #14ATSF 18 GA. CONT . ANGLE E IAl 12 112 SPOT \.S WELD (TYP)ALT.3-#10 2) #14 SMS PAN PER PANELV-� 2P2 2A1 2S5 -2 - m 7. /2711 2 0 }1. J4 E)W V-V + oPt=_wwTc .J/'�FtvA 4.`20CIA. 3Ac.kZjC1 NOTES: ALL M.B's = 5/8" Or UNLESS NOTE 8. 1/2 GH95./wvlp� L3x3x18 GA. FRAMES ® 48"±O.C. #14 SMS (TYP) ROOF DECK �-*145M.S.RIB TO RIB ® 1/4 SPAN —18 GA.GUTTERrGja"(bR/L CAULK ® DECK ' & GUTTER 5L� DETRIL E3 C6x8.2 NOT SHOWN FOR CLARITY SEE DET.^/�9 THIS SHEET FC" CONNECTION 3x3/16" STRA TYP EA. END DETRIL 4 SCALE: 1.1/2" - 1'-0 E1 l 199 SOUTH FULL ERTON ROAD • INDUSTRY • CAL/FORNIA • 91748 • 213 283 8251 J 421 NORTH SYLVANIA AVENUE • fORT WORTH • TEXAS • 76111 • 817 831 1205 O 320 RECOLD ROAD • WA( TfRBORO • SOUTH CAROL/NA • 29498 • 803 538 1351 ONE BfSTffL WAY • Pf TERSON INDUSTRIAL PARK • TIPTON • PENNSY(VANIA • 16684 tVO. �/2x1.1/2x3/16'' (3x3/16 TYP T & B,-- ia/16 2 M.B's. C6x8.2 L2.1/2x1.1/2x3/16 J (F•5• �'N.S� 3 nP +ta 3/16 TYP T Sc B j 1-L212xI�Lx+�o WSx10 2 M.B's. TS3x3x11 GA. DETRIL SCALE: 1.1/2 - 1'-0 E1 e p �L2. 1,/2x1 .1/2x3/16" O p x q 2 M.B's co A A C6x8.2 A/ / C6x8.2 2 M.B's. TYP 3,-SIC76S3/ 1 6 L2.1/2x1.1/2x3/16" 1 1 1 1 1 e L 2'2 x 1'2 x3+v TS3x3x11 GA 2 M.B's. DETRIL 2 SCALE: 1.1/2"- 1'-0 E1 L2.1/2xi.1/2x3/16 WBx15 2 M.B's TS3x3x11 GA - L 212x1�Lx 40 (N.s EFS.) �-2 M.B's. DETRIL 3 SCALE: 1.1/2" CHEVRON USA INCA CW 1-H CARWASH HALLMARK 21 DESIGN S M F H T T I T L E 6x8.2 E 4 SHT. NO. CIO cc r� ALL IDEAS. DESIGNS. ARRANGEMENTS AND PLAMS INOL CATED OR REPRESENTED SY THIS DRA WII4G ARE OVI NEDSY AND THE PROPERTY OF SESTEEL INDUSTRIES ANDIOR ITS SUtLDIARIES AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON. AND IN CONNECTION WITH, THE SRCWIED PROJECT NONE OF SUCH IDEAS. DESIGNS. AR- RANGEMENTS OR DEANS SHALL SE USED SY, OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER `ATHOUT THE 'MSTTEN PER- MISSION OF ""TEEL INDUSTRIES I R! v I I O N I 1199 SOUTH FULLERTON ROAD* INDUSTRY* CALIFORNIA • 91748 R 213 283 8251 3421 NORTH SYLVANIA AVENUE* FORT WORTH • TEXAS R 76111 R 817 831 1205 320 RECOLD ROAD • WAL TERBORO R SOUTH CAROLINA • 29488 • 803 538 2351 ONE 8ESTEEL WAY • PETERSON INDUSTRIAL PARK R T/PTON • PENNSYL VANIA • 16684 223 ;14-` :I'WI,H CCARWASNj LJA B H H■ T 1T i T L i C - ao 41 . __ O _ Gv-q C., JOB HNO E5 Pi qe- I 9HT. NO. FLAN PETAO 2 ALL IDEAS DESIGMS. ARRANGEMENTS AND MANS M04 CATEDt REPRESENTEDBYT4ISD/1AWINGAREOWNEDSY ND ATHE PROPERTY OF BESTEEL INDUSTRIES ANDIOR I13 'SU83ROIAAIES AND WERE CREATED. EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PRWECT NONE Cl SUCH IDEAS. CEWONS. AR- RAMGEMENTSOR PLANS SHALL. SE USED SY. OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PER MISPON OF SESTEEL INDUSTRIES 1 � C�olv2 n 25 e 1 .4 o/T✓ = 33 - t `- �J 7W4 7W W4 Wi �W4 CWI iWQW- 3 �P✓c a•S• SCNao wNI TE rrP 2 a �` asaitE- ..p1$a FIELD NOTCH To FIT LINER AROUNO BEAM .WALL p�N U 1, Nf 7w4 wl �w5 wl 7W4 wI JIT^ b -jG b U J A- 1199 SOUTH FULLERTON ROAD • INDUSTRY • CALIFORNIA • 91748 • 213 283 $251 J121 NORTH SYLVAN/A A.FNUE FORT WORTH • TfX4S • 'Sill A,817 831 120$ = BE�MEL 320 RECOLD ROAD R WALTERBORO • SOUTH CAROLIAIA • 29485 R 803 538 2361 ONE BES TEEL WAY• PETERSON INDUSTRIAL PARK rip TON • PENNS YL VANIA • 16684 MAIM 0.3 wl J 22 �a _ G�cr�—N C rawa.Sk) s M! ! 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HY � DATE cr o.T� 20s Y 4�° SLAND .n�.szK=_TErP? M3 :all No. SYLVANIA OAR��1.99� SI F OATH. TY 74111 &In e)i-12M� 1 --- —�� T53 r 2 Y f1C.A T�i 3Y2Y IIGA , j _ K A G T n 1D G12Y 20.7 612x 20.7 3 9 02 S.O, 4'��4 1 �, 4. •A.. } �'�rk wa fW ^� t Gm Gro! CL� C4x9.L Cl.AY,iJ r oo F cK� Gfe r / " 6Ga� 3'sMwAL iv J AGENCY APPROVAL the na T,odutr 8`aid qg A r 1comply th:EO and tadhere 11to �h - a 1 ? Q �I =G \ 1 3 the foi o.v ng criteria. co _ oc 3 a F _ 30 4 L1.N 0 = i:c.:st Type OF EN S Z OPt�(1 G1 , {{ �, O J rtl w• oc-uDancy ° I — Fd€ C r. x a o, able No. / C = _ Dom J m w. — i of Floors r ` Wind velocity ilft Rating of — - -1171 IL q ,-_.. ..._ _. E. q I. xst. Walls -- .� Rem Load -N6x9 C12x20.7 N6x9� 4, 9 C12x 20.7 �I'q - — - -- I tDwova Date G12Y?a7 1 3-0 ? Z-o 3-4E3 2 7� 3=yg r f A 10 1 2 0'- I12 3 _ 21q wAu tE R ° PTL INSPECTORATE, INC. ✓'Uf• -0 3 20 3 9�r02 qc/01 ck1V.L.� w/44Cr-j[ F'Ly.. CL ¢ 5 E LE VaI101A LINE SOT ELEV, LINE 0 ELEVA710t4 LINE .LL iOULOESrAt OWNED MYAfns N Mt .1..N, tNor..T[o a1 �fJNESENiFD .. HOLE DIAMETER - - = THra ONw•NO..! pvNED MY AND Mt M10�ERTY Of FEST[[l �NCIlSTIYES AND�w1 PAINT NOTES - - r......._. rT3 LN"EC71ONWTx. TNt CREIIED.(YOErEO.NO DEYElWf0 F0E,, ON. AND - - - am . , m` 4. w GONNELTION tniN, TH[ S/FOft(D .NCV ECT. NON[ Of a E1E.At DfYGMs_ �� {eM'ti ♦—Y EN(Nrs OKRANG LULLAE lnlo FY. OR otSCLOSED To ANY.t1t ,FI11Y iii \=N�l _/m Ow coNFo•+ro.�rowANT ruftornE.....r�o(v(..n rwour n.(.v*TT[. r[...,s SHOP PRIMER SKIN Of [EVIEI WOOSTNIA, wWTT&x oir ENLONX Dog O/4Yr•No3 SN.0 HAv[ ti CED(NCN OVIA S LED arfNaKH.>, CONTIUCTOKS LULL YEN" AND F( Design - Fabrication - Erection Af SEON &Ll FON ALL pW"H Oft* AND CO &O NS DN THE JCF • NO THISOFFij SHOP FINISH REOD. N,IT ME MCnf1ED DE ANY v.IFAT10NF 0 o-xAtrAN "F� THE a�EY10Ns AND CONO,n s LK7M'N Ow THESE du.nrgs. ALL ANCHON a ri LEvEuNO <> 1199 SO. FULLIRTOM 11D 320 RECOLO RO. 3421 NO. SYtVANIA Fu By OtNt?-S ALL wf1DH. $ NVOT at t /lsN�s Y Ap EAEO TO COR STEEL fS AND 1ND115*say, CA1JF 91748 WALTERSORO, S.C. 294M FORT WORTH. TX 75111 SET FNOTwf RS ALL pNfryON[vtlFi F(ai1NCTLY AOwENFD TO D113iFF1 Y.oNrt UNLESS NOTED IEOJI S.l6 Z]S1 rotn 6J11205 NOT rn DATE BY CNX'D REVISION NO. — a131 2618251 (71, 529-1907 W6RJ?rP(:S r. F=Ls. ,'t1, 04 f. xSS'; n(+vek �iti �AS N TF.D) N N" L 3 27X 4- x h ft au 001, , R, i. v "wt Yf •kJ �'*� '' ` _" _ " « 's R It C, 4 m L B F ? .,.- .. s.,a: a. "'�, ,rs. ew .. .;'.,:". .. u. M i.. .. , n , .'.. ,e , n s r 1 , tA:. e n f F6a P:+W...�� .,y ... n. n . i... a. , e n."' .. e.. x ... . i ^ v a: 'i •. y.. , . «4 Al,a .�.: ., a ' . ....x ft...n . . s-.. J t... x r` i.. ,. ♦.k } i::f. .. �M. :. .. 'i l' , t.. .e I",•d m.. .. ... - x F.. ,�. .�u.3n e.ayfws'�+.� ,. s...r. �_ mY _5. ,..... „-..,.-.r" - .... .. , vs e. - ... ... ..'� .,, r,. .. . ".. �..- k.'�3'S'.....:2' si'�er.r�iJa a, ... -.,.r< u. -.- ,-.:1•.�..�,- — r. A. 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R.K ...y....a o a ..,.L . _ circ t!, :n►[o . „_, T..r .. ,', -.. ,.. t.- •'- ,.... ., �.�.os•...<,r--+sawsa sin r.cx.��a �'»:._`.i.:J'. RE vlsio d �. . ,.f �.i aw. r a►♦ _ Fi1N2t. — -- - - I8A4 - ZD G A. I N 1 ep &A N N I►irlR1.8 GONT. G81L1NCs +8 O `t D,4RK GREY L 7'Ati1bDI�ED �'7GofZNE caiwo (ABova CoNC.) ' .'NAP-/N Muttloc/5 R �- _ ISoLr-7l ewe +'L ° 0 -LAM 14 I� OR /4t NOTED oN �a • G�L&K PAH A " GCEVA471 ON5 SNEET S2AP? WMITE WN iD �5pF>i > I; voIi;YSN>z>:niSIL j� p 2 I 4 W f i J w�,° F.. O 'J �L-t=S 15•t2 � C G+o t_ E F2 - - I z I Q I L N I 0 GIReS� To CauK AIL "'��l '?wa tau d. ` QRouNQ �� WHITL I So �.-A. E S WHrrL! SILICONE MASTIC. 'I w� bZ-fl r►�.ut�TlDrd � �°�: .I L11 td I p i T`t 4t.l. IfiT`R - 5A t r f t u1 I It� I i I `llrt +x4 "V 14A I . 20 Fi . E_5. \WkITE;,e Wl R-11 INyULATIDN _.p 2DGA. EGG5HELL. W1417E ITT U N l LE�i A•�C/r .aOL R�L^htI AGENCY APPROVAL II-) ^ f aj aA r r i-- �,�.�y"x ilrpSe prints comply with the Florida Manu- !- •f 7 onstruction �:.�-�, :�,.•, 'Q :' su•c ai+.W x,. tx '�r'. factored EL..-:o- At; � 19 9 C F t:v»a' �i3' y r ..et kY 4.�w§I ', dEtrylfiii c. t 'taw,{S '],�' a• Zi`r'q'F,?I 4C tN' ^u 3 ,. Cones and ad;rzr: to the t�ltcwing cviteria: w 1 f.OnSl. Type 1 Occupancy 81M " �s ^�. a�+ � ,� �'„✓t�T"`'` � �. ��' ,e,.�sa x F��� 3w• r W, ,4 R = -• Allowable tin. "y ALEX A. GRAVESEN, f.A.R.A. �� �,�r � of Favors REGISTERED ARCH. I�E,T �° *'- �"'' s . tic- 12541 WALSINGHAM ROAD `-� ' , Vill, ife Velocity G Fife Rating of 0 --- -•-� t LARGO, FLORIDA 341i44 C watts V- C1 ITS "t 7 __ 813 596 3495 Floor toad PAL O 1 r JOB ND. JOB NO. HAND _ s *..w F^ /.s .star! 3 - .••� ' . EHLcT T17LE v 4 •cg ar R)i. @,�p p� Tc P N TO l� INC. _ OPAwIM N0: Rey, t r # `,'_ .tea r f ��` `B�I�""La - ° cf. ���i t Jl'4 �F.C` lj - �crw c p ,.� i a , ., .. x yk. • y rA►'.i' . t. t"- is C.7'Iltr i�.��j f+••y yam. r .-r • \ i s �..� D*s gn - Fa:nication - Erection - a 3 _¢ :*� ._* .,. ?7 . .... 1. -r.i,v Mr, :,f�'` !��► GJ v - ir29 xl osuu�R�a. Ra in REcoLD lip ]a2t Na FYLVA.N%A H/}LL/^ARK ZI �E5A iQ 4`rR _ *CkAT• Y, CALIF. i., 4 ` `A.:'EhEOHO. SG 294m FORT Wo eTN. TX 7e11: • • ((�p,g��j '- —D �/ R'S. �i (7%4:TlnC7 I HO, WO.113:3 �F'I @rI 01.I XXf J �ii ••C.N a ♦ e .i.'8CI" z11 -� ✓ '' t - ^,• � � '-••..IRlMM—_.•'1L �� "!-Y•IR� ti4.-..rr.► �'u,3�.!..�F.('�•�T ""'B'^ 7l l�aY .._-w' .,wa w..-:.-va,m x-�.v:...+.-...« � i'!•c aYlnnS�-...�` 3 i:'-.'>Rmx"P' r '.r „•,. �m.-F - v+,Ty��'°T.:"+ , rr ;,x.P I., ,q.. ', ^� m,mN.,T.:N 1',i .a x i Y . •.4a n r v ' , v..£,. r., ': , ), ...>..a. is :�: � ` Y. , ! rah : r. i "�' � ^hq ,. Pd,. W"� •ram"a, l: v' - �{'.. 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Y• . .. ,. -r -:. r. a .. +4 r. ,. +� ... .. ."...� • .. .:. �k ..... ... � a . .� ,._.: -. •,- v .. ... c..: i ..:: ., .. -.. .... ,. . _ > x .. d.. .. 4 d _. ... n +gym t c J>x Y p L $„ t A h r 1i F" d 3 � Tsb M p k i T ^? l I i k r 1 M t� ✓ r 5. t , "� a t x a $ � 3 is �h W rx e ry '. . ow kv �• F x n +�i� s ""��?� x ~i fie: k e r� f" `R $ ,7 y4k 'a n "Nx t` t «P' r_ s,f'K xa" x ?r �x 9x 1tr .; Arm lz: i nu �rR i '� sa e 1 i i �'e" txrxF s s. T�♦' ,�•y�n {,�S.r'� k d,� g aic'�.�r��v, �! �. �� �xx`tl x + a t��ys ntx �5,� ,.,� 3�'� `` x+ i G ''�• ■ LaGQ I ro NMI -I ILI I �W J,t "r4 2 3. 4rE-j fAff L rA 7 W µ qt TAFt` ft"" 7 4 M1 INI 2 9 F1 - 'T cia M1 INI 2 9 F1 - 'T cia E Fi C CIA" ff-c> tj V� W L'V r 1z.- PWE-F" •S& R" '7 'A 1P\5§N L P INSTALL TY F'j:�N � f QUA2i -1 1 DESCRIPTION MAffUFACT"URE REMARKS 1 -SALES COUNTER -BESTEE PART OF -SUB -CONTRACT 2 HAND SINK / DRAIN ELKAY LRIS17 AMST.4331.013 d. PART OF CABUT. CONTRACT FAUCET / SOAP DISPN. AMST .2238.285 BOBRICK 38221 FOR ITEMM 2, 4 SPRn FLOOR SINK W/PRIMER JOSAM 49302 2-WASTE 3/4 G- NICKAL-OT GRATE N. -C. R. OTHERS -------FIELD INSTALLED EMERGENCY PMP. SW. POINT EIGHT SLEC* SEE ELECTRICAL DRAWINGS F—­ 7 SPA -RE -SUPREME468.013 2 HAND DRYER SES 150 9 Or a 'I TOWEL DISP. PARKER.958 STNLS. FINISH 10 a 0 2 WATER CLOSET AMST. elong. cadet HANDICAP APPROV. 11 a 2 HAND SINK/OFFS. DR-N. BOBRICK B310273/A.4ST. 9141001 T24­A­PFRV.-H1R. A?. -- 12 0 2 FAUCET / soAp-DISPN., PART OF TEM 11 c'-VAW vt'j L f�-A '-k, VF*ar . I n -13_ *-- FLOOR DRAIN JOSA-M 30002-)L-50-T W/ PRIM. r1V PROVIDE SQ, TRIM BACK'(; FOR Li LOAD 2!iO 14 2 RA GRAB BARS 1630/144A =�D' 2 TRASH RECEPTACLS--- BOBRICKB279 0 3 EXHAUST FAN BROAN 676-110CFM W/TEE BAR BRKTs ' --- 2 PAPER HOLDER BOBRICK B-2740 DUAL ROLL. NO CONT. DELIV. -4` ':)00 18 - COAT HOOK BOBRICKB-222 60* ABOVE FINISH FLOOR *N/"n". -r- 10 E�4-- 1 19 20 1 SPARS SCULLERY SINK METAL MASTER 18-36/2-13 - STAINLESS -STEEL 1 c) hA EL 21 •0 0 1 FAUCET FOR ITEM 20 ELKAY 66C - omK. 22 X X ICE MACHINE BY OTHERS PROVIDEV24 C.W. 23 X —X FREEZER BY OTHERS 241 • 0 1 EVAPORATOR COIL +6'-8 CLIMATE CONT.LSC-270 W/DEFLECTOR SINGLE PHASE. FOUR FAN 25 DOWN SPOUT 3 CAST IRON HUBL3SS:OR 'SCH 40 P.V.C. CODE GOVERNED PLUMBING ACCESS --HEST EEL I I GRANGER 26525 EIGHT ::r'4CH -S a. G iz f-. 27 1 ROTOR VENT 25 0 2 DRAIN WASTE ELKAY LK 35 W/STOPS (PARTOF20) 29 W 17 GRILL MCMASTER CARR IS - 37 - KL3 W8 0 COLLAR -MUSTES 64 W 2'�d 30 EM; 31�' 0 1 FAUCET (MSY JLMST. 8344.111 W1 VAC. BRK. PROVIDE BACKING 32 --- 1 MOP RACK OBRICK B-223X24 0 1 WATER HEATER AO -SMITH ELJF/ 15GAL. +56-0--k r.r. -ou-t-ic-5w) 33 - 4-• 0 2 FLUSH VALVE SLOAN-ROYAL 110..3 (PART OF #10) -3/4 SPUD 35 -• 0 2 TOILET SEA CHURCH 5321 112 (PXRT OF #10) OPEN FRONT �—j n 36 SPARE 10 37 39 • 0 2 TEMPORARY COLUMNS 1 SAFE COASTAL _SAFE __7SIERRA _CI021-1021/S/B/ F 14 38 2 ---[BESTEEL RZTURX TO -FACTORY- - - 40 • 0 2 EXTERIORLIGHTS -- - -- LIGHTOLIER-LUMICNP 658!� • BESTEEL 0 B95TEEL SUB CONTRACTOR X GENERAL -CONTRACTOR, OTHERS. 0 0 0 R 8 C H E 0 U L S K FRAME HARDWARE- NOTES LOCATION - 1SIZ3 THICK MATERIAL ITEM QUKN. A 2 ENTRY SALES DR.- 30 8 0 - 1.75 A.LUM.'_GLS.__ll- -5 a RESTROOM 3070 1.75 SOLID CORE­20 GA.- STL.-- -- 12 _2,4,6,19 LINQ er� 15TLL 95-1��W rllkqdw� C- S-TO W-A, C3 e - -3070 1.75 SOLID CORE 20 GA.- S7L-.---- 12 ­ 4,7,19 _ =7 - 0 -- - -- 12 4,6.18 VENT DOOR FOR ?.A.— 1 UTILITY LOUVERED 5- SOLID-CORE_---20-GA.-STL.----- - EGRESS OPTIONAL 3080 2.75 SOLID CORE 20 GA. STL. 12 2, 5, 9, 10, 131 DAM --2--- ELECT. C'"NT. ------3080- 2.75 _SOLID --CORE -2oQA. sTL. -6, 13-' It, is G 1-COOLER LOAD'NGA2668 ALUM.GLS. LOCKING ALUM. kRDCOKXXUFA6jdjIjd.1/jLAS!I SHELVE,-, Is' 0 a- a I COOLER SALES (4) 2260 A-LUM.GLSLONCKING ALUM. --ARDCO VANGUARD BLK�TRIM, -1_ I COOLER SALES (1) 2260 --A.LUM. GLS. ALUM.- --AR.DCO VAXGUAAD-BLK. TRIM,-7 SHELVE',, COOLER SALES- (1) 2160., ---,ALUM.-GLS. COOLER SALES (1) 2760 —kLUX.--ARDC0 VANGUAAD-BLK. TRIMD31,1-RACK U`M.GLS. ALUM. k1,DC0 VAXGUkXD BLK. TRIM, 7 SHI:iiVf L J& P-4 1 2070 1.79 20 04-- STL- - DOOR EQUIPMENT KEY IV - CLOSER: --LCN 2036 CONCEA.LED - -OVZRREkn-- 2 CLOSER: SARGENT 1250 PS EN FiNISH.-(WITH PARALLEL ARM) rT 'D._- 3 HINGE: BI FOLD TRACK GRANT #2600,_WIFASCIAIMAGNL _LATCH SURFACE MUT F. TISE-4 !$- X 4-5- X .134/1-1/3LPR­ 5 HINGE: CENTER PIVOT, TOP BOTTOM RIXSOM-370- - TOP-340 RIXSOX HCXO L14e OLYMPIAD D50PD 626 FIN. 2 . 3/4BACKSET LEVER LOCK (E KEY) A )e 170 ,IVA-L-L- 0 0 01 6 LOCK SCHLAGE OLYMP '2 24 1P 26 FIN. 2 3/4 BACKSET LEVER LOCK SEPARATE KEY t 7 LOCK: SCHLAG9 OLYMPIAD D50PO 6 - SEPARATE KEY (U.S.-626 FIX) 8 LOCK: SCHLAGK B463R DEADBOLT 2 3/4 BACKSET, A103 KNOBSET.,-- 9 THRESHOLD: BRONZE PEMXO (170D) 10 LOCK: SARGENT 12-9810 SURFACE MOUNT BRIT -DEVICE -ls26FIN­-- 11 FRAME: BLACK ANODIZED ALUMINUM 1 3/4 X 4 1j -UT1 "I TY I -j 1-4 j I — -- - 3 (.) 12 FRAME:. 3" SINGLE RABIT 11 GAUGE TUBULAR REINFORCING 0 H /JAMB IL 13 DOOR STOP: DOME FLOOR STOP #IVES 438-3267/W TUBULAR REINFORCING 0 READ & JAMBS. C) it - (Y 14 CA" BOLT: STANLEY 1010/18" LONG; LEFT DOOR TOP 3" ZINC C146S­CHAIN-ROLT 8 j W 6 F U ILi Lu 15 CHAIN STOP:STANLEY CD1707 STOP 90 MAX._ At IL IL 16 WTR. STRP: BASS, U.S. ALUMINUM DW 128.HEAD,_DM 129. JAMBS-BRUSH_PILE, 0% All 17 WTR. STAP:' BASS PEYCO 377. HEAD AND JMBS-S88W I n 118 -KNOB STOP: GLYNN-JOHNSON GJ-60C ACENCY APPROVAI I 1143a prints comply with tre Geot9la KUleS (Of 11TWUSuiall-'sa dLddirigs line 3'­Crw�per Ancl -7-Part 1 61 the ufficial CR-e-oF— ¢catgiaand ddhtle'u LRO TQ11(;M[1g C Itena: CwsL Type tv— A110 -gob a 9.." of Wind Ve!cctty F,re Rating of txL NUS V d uvai Vale U X DOOR NOTS'S 1 1,4* -11 door closers so that the maximum. opening force does not exceed 8.5 ft lba. 4 AGENCY APPROVAL These prints comply with the South Carolina Modular Building Act 19-460 and adhere to the foilcwng criteria -- Gong. Type I V Occupancy Niawab:e No. 31 Floors Wind Velocity En- Walls fire Ratina of -floo, Load Approval Data_ I pTL JNSpFCTORATEj IN I REINFORCED FRAMES OR DUAL GLAZING. + ROOM FINISH SCHEDULE_,%8 PIME ST W, h-L% ROOM r FLOOR BASS WALL CEILING tin. stil. LaY-1rL celTrnj SALES AREA ceramic mosaic ceramic intea Pre- I CA 2 X 2 mosaic/6 X 6 lwhite parielz 24 x 4�8 1i - w&5�,able UTILITY smooth I$ 'jt�J E Refer to plan for I '4Z UL OFFICE color ass- AL S 1" RESTROOM N B FL 0<� R 0 P'­0 P�, E L. 0 \V I NZ 5 7 C.A�r-y Coil-. TYPO S raleC)�E�,.F� �Z) -tv-_ I T- COOLER Clear sealed 6" Oh.atl. Cove Pre -fin. stl. Pre -fin. stI. EA -4 1 U. > B. intrance door electric strike. Adams -Rite Mfg. Co. o. (4603-Rectifier). C; 111 #7560 -525-626-00. See 916ctrical drawing 81-HQ-346for strike 4­4 r installation. Deadlock: MS1850A with MS 4043 cylinder guard outside. k3 C 4089 lock cylinder inside. Mortise cylinder with MS cam outside, Mortise tbumbturn with MS can inside. MS4002 Series armored strike 0 T in J&Ab;,- Deadlatch MS4710 N/Sories MS4043cylin4ar guard outside. 0 0 Mortise cylinder with MS can outside. 4590 Seriei paddle operator V ­5 DALE, AAA, 131 @ ? +46 j 3 inside. Both locks keyed alike no substitutions. (U.S.-628 Fin.) C. Full Hars:Hanufacturers, Baldwin, mount horiz. below window sill level, 2966 - 3/4 dia. push pull set lOw ctr.,ss. fin. (Ref. Drvg. S-3; Detail A). D. Denotes Security Opening. GLASS SCHEDULE REMARKS K--e- /AAPft=)-4. S. 1"1/4 THICK WIRE SAFETY GLASS TEMPERED STD. WITH BLACK ANODIZED SNAP-IN'MULLION. F. 1/4 THICK SOLEX BLUE GREEN SAFETY GLASS, TEMPERED WITH BLACK ANODIZED SNAP -IN MULLIONS. G 1-3116" BULLET RESISTANT GLASS (OPTIONAL SECURITY) WITH BLACK­ANODIZZO SNAP -IN MULLIONS FFOK, FIH�' -4 concrete bliack fin. appl.whito appl.white BR' Hop Sink 24"h. the Lay -in, Ceiling 4' - 12 .-112 S.O. - I L surround sink let . Pre -fin. stl. Lay-in� Coiling -3 C) V1STIBtrLA ceramic integ. -4- 15 0.+ 10 !3 ceramic m mosaic/6 x'6 appl. white9L 14 Is Paint Ann White S.M. Roof Dock j- OA, HOLEDIAME ""g PAINT NOTE, �%.LA TIA rll>� fro Atc �f, IAL SHOP PRIMEA U �'n✓'v *Ur.s: 3, Ccr":'� 014 SHOP FINISH RECO. T­- W CyTY1F-3 CY L„1 f ,.Ra �� OR uv7alRM J ' WWR L one CT- q 1-7s t1. FOR TILE SPECIFICATIONS SEE TILE PLAN ALL COVING SHALL 33 INTEGRAL. DRAWINGS, CABINETS SHALL BE PLt� 2. FOIL CASE WORK SPECIFICATIONS SZE CABINET D 4a KANO LA, SHEET TITLE FOPLAWJQ MQ P'. IV DRN. By DATE A' V ?;�zz n Jks.' CHK BY DATE A;z A`z --T7 .-Z 115 SCE. RIALLF-Alov". FM* 32a AD. 3421 4a MVAMtA WALT94111111=k & r --.,IoRT WORTK TX 76111 zlv'rirtky. CAL* 91143 I I Fu J 1 W,1 8 k i —------- _ — �' cr,c �G E OF 3 , p 5 8-0 0 i `, VY `N �1 -- !! o 1 I Lh ^V Ica N , 11 L i _ S �� �QL All — G I T •r r I I o - - -ME - _. _ + . _ / • . � / + I. � _ � . � H6 'i$°n. �r ,i i'�"'%X: $ri':Y�irsn .fl'Sv1 ar+' xn 1 rn ]! �. �•.•. a +a.r S•sv' a+r, a...' i4 7w - Table 2 Accessory Weights (Lbs ) F " ,. _ ,. v..,,r ..nr' d< .n.: v. 3..., .. v • ::�i n. .a, .,r R:, ...'.� r,:,' Y+x' r`Yw r...nk^ n,•A F. &.. ,vxW'P { 'Va vG x. .. ...a..+. P ..r _ .5... ., t r ... . ., .,. .: .. r :.. , 'm. .. t. ✓: , e. _ ss .. , eeg- t,:.:, °N' < R ,� r. -..5 Vi n•' k3i::'-: `-;r, - :" , .t r:. ty: '4 s.'. }'. M+ �w . s�, .: ,1':. � ''+4S l,.iu� ^I ` {� '9 . s�. :,. v.. 'W %;., r�.:rv:.esgd`•,'�`=xA�: ��, ,—, �... rc i;: fr `ti '"�,ul i`,° a7;. .,..:': . ;,.rpM f475i. �' •_. c �� �w r .. E:a ., w< .. ...fW, .. r�, ..p.: c.., u .�xa. ' `Ta ..,r.� ..., L..:r: ..^..n... r"v 'X i:'^: S 4 w x .-e,x. , rc.— ::! '• s ,.. /' x ., ., k ....:- _✓. HRk{ S r"x ..., .ti`d.. �,I: ,: $ ','i ,fi. i. v ^•Y�. :. :.Gl Y k,+;. 5 rfi. 'R:. 'S'..-• �{ M<3 ,<<g... Y,l:. rj "k Y �.. ...R!n. ;.rr ,ta ,r 7b� �' .., .h'^' •• .. .. , ",,,. F .�:.::'i x '.';$'�t ah .... � 4 i, f' `k "> t. "" "L. -. t;. >P Yl M 1.a.1 ..X-' xs '.i'4<. nn ay. FtiCHEVRON USA INC - x'3z`t a s �.; . ,' r • �N,{w� ' S 11 (2) LARGE CUP DISP46 AJSeR TUBES, Cc' EA T,5 SMALL TUBES, t 0) AJAFXI'4j '0/.S 3"e,A0<SP,II CAILYA 'rAC-H TO 7-r. A 0000 of ,7-A C. CAJ-1-CA8 (.A oil* 11 P4yvv60,0 MICR6- RE?, WAVE SHELF, 0.66 R 4) 5 E FOI m m 1 SHELF f"DE M REduIRED JAMBS A774C,14-D 73 -q Zkr F4,QMACA 54SC-784_�X: P CABIAIETS \____(oo6R4BASE ,4RcrjSWIAJ66U7-2• IX K Z_1L .4 5 4 LIAll r. 8*.xl2 HINGGEO S.S. OR i5Z, L CR 'AIISrER r1e4y FORMICA PAVE ``/ PA,kJEI- LQ Seq SE c� vc*4 A -A rd CLEAR DdORS /I CHi!FVR6At DECAL. M3,d ;i �Wxfi 70P:BLACK F6RbfIC_4 GUARD .4"STRIP :84ACX AICRM" aRE Y F-0 RMICA C&Av7'EAw WHITE FARM/CA ll 4 .1,11r,' ZZ GREY F6Rk(IC,4,, 1 BASE CAB IOJET3 MAY 8EMADE AS dAIE'dR TWd UNITS (A55HJWN). C6U'JrCR r6p SHALL SE 6AJEPlI ',v)3 -HIGH SPLASH GUARD. ZSrAAJD,4R05 P- I I ir-A r- H .5 / ID ir ,rd'? VCAlrirryp) CA15n.yET MAH - aeA%A51 AFTA -7 GRACE DRILL FOR "6/6 KHWS L Oil i cz rANIto AT CAJr LU r-++•r4XIt4 -7 2 i2_11 OR 14 L FOR "Id RHWS("I D/ VID E RS it A 71 T 14'4 4. J 0 7 1? " FIREEX-r5Y6.C­' NO 0 D 54 6 CR 1AIS1,06- C-c— GREY FIXED RAVEL WHITE F6R,4414CA 1 11 J­A —7 WICA k"T "0')SjI!1 - \ LEA7*— P"; 410- 0, '?,r & CLEAT CAT FE6 BOARD - � I Jr I r- " I r- L. " I_ I :N I , % . sccr/041 _—A. WHITE II Rc FRAME- FORMICA g Iry '.22, I L+-332 4"ZG, I E r7 5WING e I I -rl^jl A 1. SC 17- - 4 ACC le,4 JI : CZ 6WR ACtI SHEET, ItTHICK F61�' FCRIMCTER, EXR<�5ED CDC7ES POLISH 4 BUFF' CAOICLAC pLA.sTtc5,TAP eLASr1GS, ,5,rEF_L F7,46RICATdR 7'd P(JRCHASE 4 1,11,J-STIALL. Plilorccrlvff, FIL,41 TO Rc-MAIN UAJ71L BUIII IS y 7.6 6 f-E1Q1 F6 R 6U 5 JAJEVS (,Pf'9 IMC TAI (�:A�lj Y). & U 3AD7USrAi.I VYM 5 Nrt VES 0 EACH CAB 1 "67 'Z+'xtp"xj2"jaL6CX OAJ IA/5/DE I oW ICII WA V4',SAi1e1_ F r- 6RE Y FORMICA I sw 1 SE .' BLACK FORMICA FL6UR, 06H�rlllw ACCESS OIDEAJG I�E G, 8 6A R 0 SA CX PAAIE*�L WHITE-FdRA41CA (GREY) F-REEZE'liz R,T R6?'NdL DS 705 -j PACKAGE CIGARETTE 5 -0, vvl 5 _D 5L III BY UAI FURAII VEAja SCREW 7DPf.YV,I 8AC PAIUEL. WHITE FORMICA -8K,r&rPoRrFOR CUP TUBES x 11,4 7- "vo -C<R mr- _ R_ E—Y— 'gRE Y7 U(3 C6JJT1AJU6iI , P P/"GE(Ty"II i- 51A.1K BLACK FORMICA SA'her` I I, SETS r4A1,0EM CAS TO P SUiII 7-,5 CA�AJI/A CAkIAJITrelf TRAY F!", trLe 11 q.1,I4 F-F c, At S6_ BLACK FORMICAI U6"r -w. =i" '51" +48 L��\ 14.' CoLjwri SACK!iPLAS,H STAWNLII STAIL Q 1 1 �4 ,"--REEZER SPACE r� FLII LASINET L_-.�.. O1j-1`5109 WALL — 11 - - TRANSACTION DR-Awer; .5PESUAL 1IZ4'55, CHICYR-ON"' PER DRAWING DATED 8-12-Sim ESY CIFATIV AGENCY APPROVAL These Prints Ccm:gy with the CeI Rules for Industrialized Buildings 111 8 Chapter 2 Article 2 Part I of the 0111clai Code of II End adhere to the 100wing criteria, Cont. Type v V occupancy 'at it No, of Flom Wind velocity Fire Rating of Ent" Will$ Floor Load Approval Date M INSPECTORATE, INC. AGENCY APPROVAL These prints comply with the South Carolina Modi.laf 13jilding Act 19.460 and adhere to the ".-Mowing criteria: Con'sz- Type occupe icy Allo-able No. or Ftocirs Wind Velocity Fire Baling of Lm. *ails 0- Fw Load Apprxal Date —JiLd "*--- 1,NnvS'TII INC_ 311) Z48- 110Z DETAIL 5EC710/4 < �Dl (0i"I"TiONAL �)CALF_ 1'- 0 Riqw T-MIJI, U21 11I ran �A FI "Or- TA, 11 en 7) "'200 Z. V Che�viijll U.SA Inc. �f REVISIONS - ---------- SCALE YA"I OR. G)_Y� CH. kIP _3 c, 2 100 Ji 12 km DRGP M WELL (2 f Ni A I IJ GAT_ VA LV •. . s r '1- � � • • � '! l��itA o-'k9 F8X' ma .N+i:+; 5m 0. :,.=vM^;r4ar vt5il�f•� _Al' ^. OAR a 14 2 �,� C a ABv. FIN. FL; . Q 2.6 lea T G . G, Ta VERIFY LOGATIarJ OF MAIN =�AWT^RY 5C-WER- AND R"I'S ALL QyL.OG. WASTE TO PROPER OIREGTIOrJ FoR FIELD canlrlEGT1aN VI N, SLOPE fE 5HALL ESE '14:111 5.�; y`,ZpwggjpTED.Y PAINT No,rE S 'rea _ �.a E tea. F SF5 E! hIXa"hf, AM AMC Qc..a :TY A6 .^..�..: w'ZAE ;ytATED. EVCt FD a,wD .�•4�.Pto fC & Oh.. AMC �oxswha ♦Pr..a.,�,.f E.; —�y .:.F rt.N.7 iw.LL SE W� SE. CA xiC;f6E0 TO ANT ►T1j% w � .x,x�,,.-�r,.,-._„nronun.ra�ron[wrursoevEr..�-;+-�trrwernrrru+vcM.riim s SHOP PRIMER SN_�n .Y SF :' •_ TA'houeT 4 . *mTr" DIYE.ry:"++g w JMmhOO SMA"l vv P•t:-Y :: ++::f _'�vU SCA1Eo Oiuti N &NALL Vtft" "0 aE s:m-e"---aEr.uDwv'va"a",.°coftc hs' mj°4"" 111°sr`C& SHOP FINISH RE40. W: rk Wnr--*O OF A r vAaATlOhs 0" DMOWPu.C:o "CM a aW"S'0h3 •.0 COwD(TIOh.,S Yrpwh ON Tl JU OKAWNGL ALL A11C>Ow SOLI LEVEL G S R r1E% WE)RSaI ANO wE' n AV, TES * V n:•ML7 Sf3TEE1'hd.6Th E5 Ano SET EY 0T 1111111_ ALL O IFN' _ A Sa 1T eZ Z-EE, �A. AfKl i•OT m. 1 a" 'au RAIL ( TYR ) ,2ESrRoo•d 'Iw N Y R q T .3n.{f t pK '''. L M... t _ 1 C 42 � 0 , - - - i rE t�wu��ni� � ■t�tl�llt// ■ts �Y .T j, '! V 2*1 'v o • t` Ems. Ea QI=`1 AGENCY APPROVAL Th se ^r' s nply :rdh the South Carolina mo.i -ijr 8 ird. g Art 11160 and adhere to the Canst. Type V Cccuparcy Allor,ab a No ,.. 9f Ftoors r... Wind Veloaty low Fire Rating at O Eat. Walls Floor Load Approval Date r PTL INSPECTORATE, M. " AGENCY APPROVAL ' These prints comply with the Georgia Rules for Industrialized Buildings Tide 8 C11,a0cl d 2 Article 2 Part t of the Official Code of Georgia and adhere to the fmiowmg urter a Constv Type Occupancy 1 Occupancy Allowable No. 111 of Floors Wind Velocity J Fite Rating of f ct 'Malls v FI Flcu Load' Approval Date 4 PTL INSPECTORATE, LYC. - i T I- �' EVAPORAToA, CANCJCr, D/SC.ONNrGr SWrKa. 5P5T ?CA. E3DIE2; 120V Tbb GLF SNITCH IN kip Box, IArST-ALL CAA ErVAP- ALL ELECTRICAL WORK SMALL aE DOME IN ;C"'LIANCE MITN T FAN UNIT OR NEAR CErutJ6 Mro, Jul.E--fors BOx. N•E-C "'Q ALL APPLICABLE LOCAL Corr; 'NO ORDINANCES- 0 ALL ELECTRICAL FOC11AP 2. ALL COUIP+rEMt SWILL BE CROUNOEO 1N °^lhiE WITH M.E.! p �--� _---___,._ _.,_ __-__.,._. JvA[CnoAl BoxES F'rrnA�65 AA.oMcrrr, FrxruQES, -- / DEVICES fa PS RlCATOR EVAPGRA'1'tDR UN11T CDr1TROL C;1{Y'S• COlJNECT-S Tb ARTICLE ZS0- cROu-0 MIRES S41ALL BE ALL L7CMT.S, 2' SALES AR�4� tlTs r� �i FURrvI�NED >f INSTALLED, WI`�+IN A?PLIAd<Es AND ctXtuREs. T149 VJilliN C001i ROOF MT-D. Co+•iPRESSOR UNIT- THKOLI6N ACCE3s f1 4FLZC.CoriDut T. CIQCLIr ro BE r:lST SHALL dE tL1ATERPAppF /UArbR776 N'T. OPFatING iA! R001 AP�.alE CGkJL ER, F 3• ALL FIXTurt£S AND MIREMArS SMA S a --OUNTED SD It . I AB, i0 LJ5MLL °QDVIOE ACZESS FOR I"SiFCr1ON AN-". , .;-E- SURFACI':: f r TESTED PSY FA6RICA FORZ. MC(' T I? WP J-BDiC AT CL6. bove AqD (:NSrALL_ WP F'LLfc Ii M"TED� MIRE«ATS, Sx1 TCM BO/ES, AN,^, ",ORES SnAi.4 INSTALLED AT- BLDG_ 61T , K•�� -, C)F ADEQJ-,1^TE LEN6-H Tb P�00i C004ECnDa rd Bi PAINTED 70 MATCH Nf SURFACES T FO .- dr CDWDIIITS �F�ALL BE SEe.LEa ar ENTiV t�lydr TFt£ EVAP La,j UIJIT AND TO TTtF ax AiTp �MPRESi TQ fWIPKv1 AMID FIXTURES M'TMIN CEILIN R. x„C CONCEALE ' INTO CoOLER SP/LE PEIt NG :I 9671 ART, �pp.7 AREAS Do .+ot RtaIRE PRIMT1Nc. \ ELECTRJUAN, SEA DZx I-. _____I UNiT• CAB, wIl=. INsrA)-L (3)i*IZ.AAA& CopInUCT42S •CDKEKED CONDUIT. M7RI'.G ANp R£CESSEO ELEC'R:CAL v _ d (f) #1ZA+16 6RDUAID 'JJr igg 'Ta CO7JNGCTV Ar NARA/ARE IS PREFERRED •N ALL STATES WHERE STATE a l W _.. �- - - --- I = N r d ry N -WA�,1S-IN CGOI-ER CROSSOvER ETSFABt D � 5. CDAIDutr CERTIFICA7,ON PERMITS ITS USE. _ _ BLDG S VAC iAtSrAii SHALL B N6GCr9a7,.ezr 3p�,7 A- MiAlml- SMALL BE TMMN, COPPER. M:TM MINIMUM BOOT- RATIN-, - v d IL mSEALTlTE•' C'�EXDL.rTR Ublf'S MiNINUM SIZE OF •I2 AMC AND SIZED AS NECESSART- REFRE.SHMcl1T AREA ELECTRICAL ° ' .� y d 1 ` CIRCU175 CcraoLl,TS UNDER ;:UOR dry u v ;I� + 0, f �N -F d +�� ! NEATER CIRGtjlr� R2-1: E P2 -21. rn BE ` CONDUITS THROE16Af SASE { RAME UN ;&R FZC�Gr2 S. ALL SNITCH PLATES AMo COvER PLATES 1N DCCUPIEC APEAS /A15TALlsD L T� D QY FA�krC,4rorZ. Tp SALES AREA G"""C4' L/UNCT7CAI BOX. SMALL BE STAINLESS SrFEL- r u rr 7 A NTI . U Y U �. .� JL, BASE FpR�OAEE) To 8 f8 x!o t ��v 4"x4' purLET �o>< v1/BLaNK S1Sn COVER OUST L3E CQNNECi� _c.T P��oG_S t_E4 t i NCrrpnl .Jf X iT-! CEILING SPACE N O N PJ a"rX13yKto• AeovE Sroli )i'DO.�t P[LlHB1�(TI N q::__.zN_PCArE @ IS'"AFF. TA- 8. WrLL /,V5MLL CKr. _BY E1 ECTRICIAN<JUiAji ''lNC4Z,. SPACE,bJALL <EE GQx1G. EL ->- t S l PZ 3B FROM H 46i_e5oARD 7Z) J-mx taX6' A4" JUAricrIeN(3x r,rlSr�rrL CDvse Plu4T�! d Q < Q d Q Q ! INSULATE WIRES t Cal ExCF55 WrKE /N d"xd `Z MOUtJi�-D �GC7"Ar"F FOR F7lTL 2E ICE c_LBEK MACh, t-✓=@Q2i n9 P. PLA J-(3CUC MTD /NCta5A►cE FA9RI[.4TDR, TO RU+J GKT �VrfZfuG �2oM PAAICI_ %BOX149AFF BD Tp J-BOX /A/SULArc MIRE EN Golf 2�1"OF EXr2A k1[QE tdVPZD BOX AND W57-A L r+, I i-1 a,. COVER. Rw rE. - ------- 3 }'sEMr w0 TF1t I Air 2 ZJS --ROOF DRAIN P)PE C?Fr1. i EMT 2•�PVe VEAir Pr,? --- _ --1� fC4EMT rt A�r J J I n P J1 t �t r2'i6cMr PZ-14 1 ' Pziz ; SGp- ^ PWr 2 r6.ib klv1� .. - Sli i SrIL OZ-1L fAliO-1'�i5f•'Ci - I 1 E ( 31i I }i i f L,^,x TYP F---k 1 +TIo" iA Io C/LL11s3o,.,t , i L-T4. I !fmv-3 80VE FiDTT01/1 DF FaxlraC�-11 AFF) ziatr I -- "T _iOI tZ"4er1r TO CROSSOVER 1-0oft ' ti "OEMT` [9L*Z91 \A INVI� L ��vnLr 1 , t!° 1 12L'K1►Y (Pt- t iA 11 ( In 1 Z115)'xf0 - EL, PI l I I ° _ _ I . j --., PAN `► t J i Die I j EL-EC'�RtCAL Ct-oSET N - IA 10 ---- M I C 5 �b I `L I 5E>` DRW cS . EL-Z -_ C 2A[l51 fi. J 1- 3 _ 1 tP _� ,-AMCI_Q 2 I I 1 N I ( N°.tn, To�Xb..{S: --22"FLEX L�AfDUIT II z L aL-31 SEnN. I 1 P 1! o _ - P J T �� .iANlp DRYtac .:: • _ � . � _ ..----�`- s'- - -• --- - - - - - - - - - - � P ., CLAP i_i-T• ,.. �•' CLy.7v� NEC: 3L1D, r ' ' •{r T r f t T I - - - .� it ) I '+li �- �. i , i - `.•�T' t. y y a JI ` �Zl A►N 1 1 Al I I � �" I r- � , » .. t • .. �` ,; ). i s�fr P2 12 iP 31 � ; �Er'i Vt�A La ar . \{ �) _ R S0v E R t.0 t4 l T►1 +` oS to S.Is { "� [.IL Ps2.I'4 ° i oz + I ��, 5 SEE DRkFC,. Efr-{� BQx� Qi 1 �144j. Pf r -, :A IG i ?; l^ - f G11G �- �f iKA� AST t OL)Cf� 7 i i^ 2 1 IA IDi �/,� I/71$t ._ • - - - - -• � •Z. J L'O.r1ES '� � _v, HUIIZItK3 1"4BRIiAiOR MILL INSTALL r� N i \ IH T sl Ir2-I (ol p p u I ! AND TEST LICHTI1t0 AND APPLIANC% 1 i i j /'LT-_ - r ►Z- ! A110 +dA" GI T8e DISCOKY]= WIRINQ AND FLY\� ` -- v - DU COMIT AND SECURE CONDUIT 13 rJ 4"Emr CFiILII10 8PACB FOR SHIPPING. J / tar AN . Q . M L' r 1 _ �'8) _ � •, z car - F CA R NI LL I 1, SUR)s AI�I. ♦+50 t'M I TD IRIMO 1,P2-2q) 11 A t0 - ( f b - - A a IJ -o i I i'ROPERLY AND PFFYANY,NTLYMmARKtj I _ FOR IMTIFIFICATIOR. Ii I r 1 T J 1 t Sw3 r` j J 13 _� CONDUIT AND VIRIAG MUST 3% LLI)CTRICT in IAA (OEIYRrIALNCD-M.TRACThR ) r (PZ-u `L'li -a L_'NV Nei _j �lI CW� � Z '✓r'VG reAJr APE ----. i z Sil rt 5.7 lu q �t>,T 4�! p u to x CJ F r P 2- 8 i rti x 4 J L x Ai rD IN CLG SPACE. \ i 12 EMT ! 1[W O f7QY ![R LLm s-e,/vT TO T- SrSo K }( EMS 'ENCt' `SHUT DOWTJ \ + P2a L - - - p2-I - -- - - :- _. L �11 04v Dom) ' ` i L .r I - �'i (Joo¢ Snticc) PL- 4 ! w' ( I PI-1L ., C 3•A SW ITC._H- F.IvPa S- t1t1-ST, �J dZ 2�FLEX-� T`s "e' d g eA - 6ovE BoTTOrt OF L"ASCrA �ii'-!1'A�Fj I SCE C21fi G. El -'i L1E SAIL �r -'+•� _� I {R t h L j PA _ Pzazu s�I -t� -� L - 2 EMT- �� � ��: • I^� +'s 4 J J i + Ertl J., 1 INSTALLER ttDT = N (Str.I-1} 111GNT LIC:�uT d ALL CONDUIT SHALL BE INSTALLED AND F.W. T cZIOR L16►ATS < -ice 11P s SUPPORTED AS PER N.E.C. CHAPTER 3. . SW Z ALTERNATE SAL ° I^E N ` o r LAf to HVAC TEt t i E S + n i (p� f AP_EA L16VAT S (PZ-12)- I jD > \ ( 1C--------- _ r0 v �o. rJ I o P_ ,t'!i W f�15TA 2NOSXt,T. �t+.621' A• iZ \- " +'o b " V - x IGa WHET?jZEGID-iicCdExLt CHD21i tRECESS MTD,4Qf3l 8 xr �'D[DF DRAtN PIPE E I 5 �F �a s D. -3i LILTERATE �1LE S- 1 Q p O 13 J 7 \ MrD. /N CLb SPACE �i F a 4 -1Car Local Cry LP- - ! /ArSTALL Rt ♦�'�E�c CJT W /f'uLL 112 EMT' ` - - - WI A.R£A L16NYS PZ- t41 _ AGENCY APPROVAL a RDo MTD- NVAC UVIT IT 1 A v1 / E TIj a0 s3�c� , US£ UJP -LEX car ON a These prim cornpry with the South carob S'xl I TC N ED Li br Trt NG t_xr5. S t s,z LI _ET11JG Sr,11TC►: [{rS. .. �1 L-.1 - r'-�•k��-5r$tK£ .)-ssEL l iUSURC RC,XjP �AZ-T7z/sT7D/J 15 I' P n PO z "`• ' f 24Y DC , Modular Building Act 19-4M and adhere t �� SW-, SW 2 t syA. 3 WATERn5uT-.__ . '. � � IcIS1UE WALLA To J-t;nK CoZ-12-XPL wl Doo2 STR YE 5vAirc1A CICr the fokwingvlter_ia, FROM 5ALE5 -PAN SAC - p a� -C -rJ Coast Type v( ?�e. tJ Q(o� L)UAIC-n10M 8OX /N l [,c " 6 -kT9�, rL i�NSACTION AREA ELECTRICA>- G1?CUIrS ' �+•LAL.L SPADE To GaSNIr'2 SOACF r AGENCY APPROVAL E AGENCY APPROVAL 48 n AND LfGN(ItJG Sv11TCN CrRCUITs CoA iUIT� Cam•-1��L_ COi(SGLE IN57ALlf5 Owupancy / AC,y ksic UNDER FLOOR, bAJ LASE Fr2AMt_') � $",L8'FAL 7ItAh/5AG "E AcNaae No ,.. GD+.iGUtT' U�D�i VSA RAPE gJu AMF) �heseprintscaTptywdhtheFloridaManu- t i fi These prints comply with the Georgia Rules . TO SALE 5 T C <' ' for IndusVialized Buifdin s Title 8 Cu ter -- A�TIDAJ Bartmed Building Add 1579 ConsVuc ioR JUNCr10nI �X IAJ CLG SPACE ABOVE �LECTiztC FOR STRIKE S�orL g p SEE DICE s6. EL-S. NALLWAY WALL. SEE DRikJG. EL-Zli NSUPPLY. MT7J. I[J CLb_ !S Wiindvelocib ° es and adhere[othetoifowingcritera r'AC l; , 2 Article 2 Part I of the Official Code of -- - Z [pA1A} EC7 Tp CKr, (PZ•!/)_ Fire Ravi& of Georgia and adhere to the following criteria; � �' ' a Coast type V _ 0 E DR YJ G E L, 'S T� c -A I LXt. wags - ConsL Type - / _ +, Occupancy __,.. f, :. - ..... _ ,..... .. - .-VF'rJY:}I 6ata73,:�E - -- a _` Allowa NOccu a of flDa AIlova6le No. ' of floors Wind Velocity ., ++'• c _ -cs'.._._._-___._,____-.._..___._..____,-._...._.__......_-.......___.._..- ...-.,,__._. 3�Tt...a �}' _ xr>a, r{ - - FVe R _, - z gd t[47�R.�7 a _>, w,� "a Cc re Velocity ! l� 1M tXL warrs 7 H E , ` Y 7 .. b piti-aer tD �Ctp'c. Dui _ 2 � .;;. � � .a. x a � O _ _ _._ Ciy. ISA 1 t� d �. e^ A u Rating d z * jlf I A d Y 2 8 OUrIET F�cOx w_ , t S.. a w �Z L-r1 t r r C°> i`L x; D }, floor load 5 5ti.raGE�1 g0)CL7UPLCX Z�Ir j n ",..n zC4 6�1c lit aus -,f,. _. a IC 4 _ i � Ou T L !' Z" � o [ - W 1 � is raA n L � S a J� � - - _.,.. e.. _.-...w-..a.,_--..» ...,[...?°s-`,LAN°•�" . �E'L � '2_- i i �r F"a tar � a t CY• '� ti►1. r,(`, JT�,SLT I r Load Approval fhte /� __ ,m Q - Z 0UrLry Box 2 6�vc. l� - - -. 7- d1 �. 5 a� t x 2 L t Cz v u u� a� ,_,... ti -� Gil - 00 ! `] e as O T �><->�..,, __... .._ S i f T u,.:lt �` x ..p royal Date PTL 3 G U 2. 07 1 _� -3 OUTLET Bl1X-�E1�aav r _- 4. _. 2 � CJ,ar•,--1--2'y wsPEc�oRAr _ 2 1 I ttoLo 5't4-7 Our_Er Bax- ►;,LLo., d�afrcv+ , tr,A i�ri w _ 3 ' 1iJIT?ErlvL7 7*� -2 �uTtFr ,r- 266 q SrJisG-t. 4�A iz��i �.i -JZ411 i �t 3 '� �. � P C r. Pn msP�czo - .11 - usuaaL I Zz► I .,.,.,._.. .,,,.,".... ..-."..�n ..,. 41�x41�X c n ®urL��r � t�J1C'.�4-�,�. 0 �. _w _..._.._ Ak� .,. ,Or NT. Dlt+.. S. Af •. v.Lb[N TS AND cm , 1* =MO•c •,[O D• .[- - .,..y _ ",•,,.- ` ,•= - .:.,, t:- .., fl N,rD a• ••• T C••-+.: ..[ O..hfn .. •h0 TMt ♦.O �[.,t a PAINT NOTES N DIAMETER ['� `�;'} 'hTrR CJ ♦hD O• ,•t S-•eLT•.rtT •hO .Pv L.[•T[O rvOlvtO OT ES ---- 'Of , ® t}-4 <y �r (- d L (� yK U 0,0110 rn. la t! r.h •h0 'h CChhLC riOh .VM. TMC S.[C, ,..... ,-.-+.. _. :.j - W : t�.�r :,,y. ,..- .: _..I;k, �• .. .. 'm -.:. J' "H, .: _-: i + vsn.. .-„+.rz .. ,-.ram,,. .+- .:c-_ - Vag J` .w..i '^a.=_.„ DRM. • -'.b-^ ET 7�TlE,-:. } Yp •.O.r[, tiCw! 01 5'JC �+ rpt•S. DIY:hT u..hGL M(h TT W , _ � S}f� ,J �♦-WSS%I .11 .[ US♦•D a, C. Dif[1 CITLD TO .NI .rffOM. "MOW GH�D ! •i .. ,#Y ,r tit:. 3:-:._w , ., �e.'s,t+' _ .& .=.., .G M WON •h• ti.roSI wM•T%CWVr• WITMOLIT TM( .,.• • �. PR M R .. ___.. ...,a._. .. A - '=..� ,.:r 9 .:_' .. v§ :.t 14 kn A4..s 1.. _ --1�. AN - _. _-__._..-...�-r_.__.-...._, _ _ _ - as ,` ., % D S�•"ifY�~ (>• AI l,r1. cD .U,T it N'p,Y[YS,Ohf Oh O*A.Imcl t. __._._ _..- ___.___-.-I, ""'�__.•'[°'" ;.. ,`..,`" a. "� °lac ;4 .fa / i[TtDAT[ D1l A[YtNO NO. NµaP/ I�� HE1rRON __ ___ - _ USA INc [ r rM1cr mr+ sc•Lro o�.•r1s�D1s coNT..cTp.s ___.-.. .,.._....-._ ._....1..._.,.,..--.,....,,„..._.._,.._ �" - •- .. -•..Q-.e. -aL.. - I�ffi'3d j$f'S - ���. Sil."'ir.•tis t• s .+•,1 r/..r• AND •t PI SrOhl!at[ f0. •ll O,�[1t�OhT AND [01. • i FR < a'rk Ctlt1 rY K. ♦Y n'•K`Mf r`t ,..[ R)• ahD' TMrs Mr:C[ YDTT of MOt,Fi[D a .N• �SHOP FINISH Rfpp-....,, . ^.,..--.-.-'�A `-' - a O S ST L c [S P.pM THE ACY g So •hD CONO.. ,.,- _..._ .- ... __. ,., -- „ .; xvmww-a,a..aGa..-.:mszw;T.. r r O1t TMO..h Ow ,M[f[ D+. w^MG{ •tf •NC••C• as T3. i[V[lr►G [ a¢ -{$$t� , 'd.1a L RA Rj.t4'a'An aT. t.e Rrt. /Ls � -� '� - _ {• / ••.,[T •NS(•TS .hD Ml1D .I.rIT M,l .( fU.h'SM[D ., {(TT[CL F 4M PtJLiET. CA: r►, li?ae 9 R AC p C .hD u, a• n•.res .,1 o•M(hsiolf ruT, OF s,• n• .o (.rD g - *•L `ZrkCSG. SQ _a.►^.,:_&{ OR i} "I M0. STLVANIA X 'T E -j �I ` UNLESS NOTED t MORTN, tClUI zcn; ..,1 .CT- nr _'--- D47E YY _ 8 I A •....: e« rR1IEYtaenON r. a �t' r, •^�,szs,u.,.''4� sif-z"= �.: nln Eft-77lS rixDct. tArfR. .�` _. S� ND MARS R sss> ra! IM � � � � r t ,ha IN! 111 h MAIN MAI :tCOTUBRE AKER lYP[ LA 400 AMP (OR MA 600) PANEL SPACE FOR 36 SPACES AND BREAKERS* BOLT -ON TYPE we OR OGBvH MANJFACTURER SOUNiE D V225 AMP MAX 2 POLE SUBEEED 02 Lt LISTED INTERRLF7HG RAIN; MAY.wjkw TYPE. WOOD. FACTORY ASSEMBLED• BOTTOM 1-225 AMP MAY 3 POLE SLOWEED EWrLOS(RE: 715"M X 20•'W X 6�4••D FEED WITH SERvICE EOPT LABEL BUSES SOLID NEUTRAL A EO.)FMENT OttOUIND BAR alls"l1F G,. rrr.I sr!! SERVES - VOL 1 AIv SERVES a�.R4. ascr .► K•. "W.k I„ L - L.MD I e X ioEEo ue rE 'R I„ rt u,. r ,s. SPACE RESERVED .FOR 2-POLE P2-A SUB -FEED 0A OA SPACE RESERVED FOR 3-POLE CARW'ASH SUB -FEED BREAKER (FACTORY INTSTALLED) BREAKER (FACTORY NTSTALLED) 0C 0C 1 1 20 2 012 1'/tHP. T1A281NE PUMP MOTOR 1050 255D 1 00 CANOPY H.I.D LIGHT FIXTURES •10 212 'IN 2 (STP-X) 3 1050 2550 1500 5 5 012 •72 TI/?HP. TURBINE PUMP MOTOR OA 1050 2550 I tS00 CANOPY H.LD.UCHT FIXTURES '10 2 20 6 6 (STP-Y) , 7) I2550 8 10 0 10500 9 9 I20 2 •12 1'/ZHP. TURBINE PUMP MOTOR 1050 2800 I CANOPY H ID LIGHT FIXTURES 1.10 2 20 10 10 1750 11 (STP-Z) 2800 12 10C 170C 13 13 20 2 012 t'/2HF. TURBINE PUMP MOTOR OA 1050 12z>� Ip 0 CANOPY FASCIA SIGNS •12 1 20 14 14 15 1050 �/ /' 1 60 1010 CANOPY FASCIA SIGNS -12 —I 1 20� 16 16 ((STP qq)0C 17 —�— 17 f SPACE 0A - I 0A SPACE 18I18 (BLANK) NOT AVAILABLE FOR USE (BLANK,) t9 19 3 COOLER REFRIGERA110N BA Zloo OA SPACE 20 COMPRESSOR 21 08 08 21po 21(:O NOT AVAJLA13LE 22 23 2i�o �IIDo 0C SPACE 24. i 25' 25 31 HEAI PUMP 10OA Ip24 0A " SPAC� 26 (COMPRESSOR, COIL FAN, 08 27 RESISTIVE HEAT & BLOWER) IoZ4 1024 NOT AVALABLE 29 1024 10Z4 0C SUBFEED FOR P2-B F32 30 (SEE NOTE 3) T 31 31 13` AUXILIARY HEATER �Qo 100 OA 33 FOR NEAT PUMP 100 qpU 0B NOT AVAILABLE 34 35 �0O %iop 0C SPACE 36 (SEE NOTE 5) TOTAL CONNECTED LOAD (3Q 401 I;Q CXCULAIED LOADS BUS A 139£54 PER CHAPTER 2 BUS 8407-4 OF NEC BUS C 1MAX •LINE AMPS TOT AL_ -�_ - PANEL NO F2B.225A MLO PANEL SPACES FOR 3D SPACES BREAKERS'BOLT ON TYPE 00B MANlFAC1URER SOUAR[ D UL LISIED INIERRUPTIYG RATING MAXIMUM TYP[:NDDD.FACTORY ASSEMBLED ENCLOSURE Mr -f X 14W X 6)I-E) WITH SERvk:E EO'JPVEN7 LABEL. BUSESSOLID NEUTRAL t EOUP►IENT GROUND BAR v. .u�, ..•� r,. SERVCS vOiT - N��S _" - -� ---- SERVES ;.° urnE r,rcT.E�,1. i%.i,i.• i 1 20111•?2 1 HALLMARK SIGN NO 1 (C78 O 980VA) 980 ';P*zi 960 HALLMARK SIGN No 2 1,12 1 20 2 2 3 012 3 2p; 11 LPS SIGN No 1 1C78 & 1200VA) 1200 =4, 0 120o LIPS SIGN No 2 •12 1 20 4 4 51 520I1j SPARE 1660 1660 REMOTE AIR COMPRESSOR 012 1 20 6 6 ?) 712011 SPARE _ SPARE' 012 1 20 8 B Iy -IC SPANNER AND MODE SlG-N _ I S�-= _ 1626 �^ _�_ 1626 SPANNER AND MODE SIGN 010 1 20 10 10 111 11�2C't •iG' SPANNER AND MODE SIGN 1848 3695 18481 SPANNER AND MODE SIGN 91011 20 12 13� 13120 1 910I SPANNER AND MODE SIGN 1164 2328 1164 SPANNER AND MODE SIGN •10 1 20 14 14 15 15 20r 1 I •12 YARD LIGHTS VA MAXIMUM) 1500+ 3000.1500 YARD LIGHTS (1500 VA MAXIMUM) •12 1 201 16 16 17 i SPACE -- SPACE 18: 19 SPACE! SPACE 20 _ 21 I SPACI_ ----- - SPACE 22 231 SPACE c1. ' SPAI'F I 24� 25 - SPACE - y --ACK cArC 26 I II SPACE 827 29' I ( I SPACE SPACE'* y j 30 j TOTAL CONNECTED LOAD CALCULATED LOADS BUS R. g2oO PER CHADIER 2 OF NEC BUS C -1041� MAY LINE AMPS 'I 3 101AL If72q� PANEL No.P2A, 22S AMP YIL.O PANEL SPACES FOR 42 SPACES BREAKEASBOLT ON TYPE 008 V7•NLIFACTURCR-SOUAP.E D UL LF7ED INTERRUPTING RAIC� MAXIMUM TYPE: HOOD. FACTOPY ASSGM9LED•SL1BT£ED.LUGS ENCLOSURC 35'/7"H x H••r X" 6ji"D MRH SERVICE EOUPMCNT LABEL.BUSES' SOLID WEUTRAL t EOLW-kCNT GROUND BAR SERVES VOLT - MPS Lo+� LOAD SERVES M uLREE •nE.••Er. al. oomrq � R, ru INC 1 1 DISPENSER LtCHTING IF MORE THAN 4-DISPENSERS (SWITCHED NEUTRAL) NOTE 1 1510 7 1DDO COMPUTER LINE CONDITIONEP, 012 1 20 2- 2 3 1570 1570 DISPENSER COMPUTERS & LIGHTING (SWITCHED NEUTRAL) NOTE •1 91212 20 41 4 5 5 15 1 LINE CONDITIONER No. 2 OF REO'0) 6 7 715 1 SPARE CCTV SYSTEM (FUTURE) 1 20 g 1 8 9 9 15 1 •12 DISPENSERN Y U DOM'N & LIGHTING CONTROL CONTACTORS 450 750 300 TANK LEVEL MOMTOR (FUTURE) 1 2010 1 /0 17 11 20 1 •12 DOOR STRIKE EOUIPMENT COUNTER RECEPTACLES SOO! 164D 84D SALES AREA LIGHTING (SEE TABLE 1) 012 t 20112 12 13 13 20 1 012 SALES AREA RECEPTACLES 108p 1640 560 SALES AREA LIGHTING (SEE TABLE 1) •12 1 20I1a 14 t5 15 20 1 •12 UTILITY 6 REST ROOM RECEPTACLES (SEE NOTE •2) 9D0' 1840 940 � REST ROOM LIGHTIN., (SEE TABLE 1) 12 11120116 16 17 17 20 2 •12 WALK-IN COOLER DOOR LIGHTS CIRCUIT-19 IS SPARE IF LIGHTS ARE 120V 400 1200 ODD MICROWAVE 912 1 20 16 1B 19 4D0 1750 1350 DRINKS/SLUSHY DISPENSER. 012 1 201201201 21 21 20 1 •12 WALK. -IN COOLER DOOR HEATERS 108011880 BOO JUICE/TEA DISPENSERS 01211 201221 2 23 23 20 1 1,12 SERVICE RECEPTACLE (SEE NOTE 02) 1440 3340 190O COFFEE DISPENSER •12 1 20 24 2 25 251201 1 •12 WATER HEATER 1350 VA MAXIMUM) 1650 3350 17DOI NACHOS •12'1 20,1261126 27 SPACE FOR 240V W'.H.ISEE NOTE •4) 800 800 HOT DOGS •12t 1 20 28 28 29129 20111012 SALES RECEPTACLE (WINDOW SIGNS) 720 1920 1200 POPCORN •12 1 20'30 30 31 31 15 1 012 WALK-IN COOLER EVAP. FAN & LGTS. 600 18DD 1200 FREEZER RECEPTACLE •12 1 20 32 32 33 33 15 2 •12 ICE CuBEr EVAP. FAN (FUTURE) 4502290' 1840 ICE CUBER COMPRESSOR (FUTURE) •12 2 20 3413e 35 450 2290 1840 36 37 SPACE _ SPACE y 38 39 SPACE SPACE 40' Al 4I 15 1 •12 ICE MERCHANDISER ,(SEE NOTE •2) 900 1100 200 TELEPHONE CO. POWER. 6 LIGHT •12 1 15, 42 42 TOTAL CONNECTED LOAD 1610o I� CALCULATED LOADDS BUS A IG100 PER CHAPTER 2 OF NEC BUS C t5o3o MAX LINE AMPS 132.2 TOTAL 31130 21 NORTH SYL VANIA AVENUE • FOR WORTH • TEXAS • 76111 • 817 837 1205 ) RECOLD. ROAD • WAL TERBORO • SG, T " CAROLINA • 29488 • 803 538 3351 BESTEE _ TABLE 7 CATALOG NUMBER M 3A (V A) IM-38 (V-A' M.(-3C 4V-A) IW-3D (V-A) P2-12 1080 j 1080 *80 84D P2-14 1040 960 1040 $60 P2-16 960 1020 a60 940 �-D04 GU - c�4i Gil- 001 cu- 0003 c -q j-7S =L/ ORE SCO RI RPO➢UC��.n w a. IN PANED "�PI�', cKr Pi-i9 _ C2#12 4 I CL OW-1 YARD LIGHT CFT, P 4 2'0 IN,--II AREA INTE{�oM NEwUNvEf�OUND ELEc(:TO IM-3 �I-DG- -ro T PROVIDE 3i41C W/ PULL 4� LJlPS Ae4 I. RIEFE-K RISEiR DlaGfzAM BHT, E 03, PRoM rERM N`DEbAX /, CAKWASH I>AT To I 14 // CAeHIE RS AREA . © �LBCT, cLoSET �/ "�i�'r LiITH I° G. W/ PULL TO CASHIERS WIRE AREA. ® WIR1Nv To CN RoL CO AC-HTILIG O ` T i T rR ' GA5HIER5 Cr1TL, coNSoLe, � LINE LEAK DErEGTION / 1116, 1J PULL Q ,I zm� I ° IM 3 • ° 005�� �� 00L�4.7 XD EXTERr AL HrOVID�z: A Z"C, I,J/ PULL I n c SHUTOFF 6LJ, WIR 0 THR -UGH -rHa Nr _WAL. wltzE FRoM ,.ec. cL-os�T Tp TELEPHONE CO, �i4 FoR TANK C�AUGe . ('TYP.) �NUToFF ow. IJ -rHE CA6HIEz CONTROL. C0I46, LL W ATIoN POINT- CUO(�aFOR O(RK Wi TF L. co. bEFORE GOMMEq�,I Cv ANY \ REMOTE FUEL \ r 1 i n T r% 1 /1 A I /1 I -R- r r% I A w 111C W1 PULL. LJIFg FROM TP-9MINAL- DOX @ CARWA,0H DAY TO colN R:,oX . 3rUa -UP (v" AbCr'v`r PA'/INCo. Coop,[*i eA^oT 6roe:)-U LocATIoN, Z DUILDIN& MANUFAC'TJRj_=FZ . I,JASH E)AY TERMINAL. boX 23 VACUUM UNIT, COrJNEGT To 17 coNN�cr To LIGHTING cKT-. \'14 I r E=- RA L Frederic R. Harris, Inc. 6300 N.E. First Avenue Fort Lauderdale, Florida 33334 HARRIS 305 - 491- 3311 RELOC�QTEt7 h!OFfi>/j,Q�✓ �OJ( REVISIONS h� t � k j r r/ LECTRICAL SITE "y PLAN 9 CHEVRON SITE NO. CP-8902-27 MIDWAY RD. 8 25th STREET ST. LUCIE COUNTY , FL . g 7 6 PROJECT NO. 07 - 1884- 59 Chewron Chevron U.S.A. Inc. Marketing Operations 5 4 3 2 SCALE: I° = 20' DATE. 3-27-90 DRAWN: G.R. CHECKED R.N. I DWG. NO. E-01-000-000 i ? 42o qo APPROVED R .N. NO. DR. DATE lEw x ....r.;. a ., Y 4. ,4 . 9 f ., R'.'."°q. r":ui" yFp,' •,v +- ..4 " _ iti'n-. ., t,. .. ,:. F .....q :al , p of,= W`I4 _'av,,i- s+ •' ':'� �,., ,# " ,�^+.:,,. ,I'p M `Fw II , C A S H I E R S C 0 N T R 0 L C 0 N S 0 L E " tip,ON �h r F EMERG.'.,, DISP LT DOOR EMERG. S D 0 PUMP LTS CONT. CG CASHIER F FAST F FAST F BLDG F BLDGyw SHUT-DN SHUT DN MASTER STRIKE "RUN" & BLDG. AREA FOOD FOOD FASCIA INT 'r1' PBS 18 F PBS SW EQUIP LTS FASCIA LTS RECEPT'S RECEPT'S RECEPT'S LTS LTS F BOX SWITCHES " 4=% 120V 240V FUTURE P EuruRE CARD uT� y.S'�„ y DEBIT CARD READER F / , / READER-aox� P P P / GEN F 'i PURPOSE 1.' xh. � FUTURE p P TANK LEVEL i� RECEPTS SENSOR i d EXTERNAL F BLDG RECEPT 15 y CG INTERCOM CG CG F F INTERCOM CG f ' BLDG. J6 INTERCOM EPOS WATER F P 33 MASTER INTERCOM ISOLATED WA STATION O STATION HTR 11 RECEPT 4O RECEPT 16 F JB axe S S ` P P P C EXTERNAL F h MODEM LINE ELECTRONIC F / I BLDG RECEPT " DISPENSER " YARD I BUILDING FUTURE FUTURE FILTER LEVEL LEVEL SENSOR. SUP. INTERFACE DATA SENSOR DIST. BOX C O / =N UNE '4. FILTER Fl4kn'Sr. g F F W F F F ' i / �.�.r ,. a- Z 1 I O O F i BUILDING YARD ANOPBY HVAC COOLER COOLER DATA DISTR ' UNIT COMPR FANS F BOXES" q LTS & F O i% gfa HTRS 14 / f�,� AJII PHOTOCELL F F F F/ TEL OUTLET C TEL O C OUTLET - CARWASH BUILDING G — — F F i LINE 10 �� ��r ' F DISC DISC F VOLTAGE �'�;-"� SW SW REGULATOR / F �; CANOPY CANOPY LTS CARWASH CONDITIONER. i INTERCOM BLDG. f I i STATION & LTR BOXES PANEL P4" I 32 CG .. I " I F F F F �F I / l I IKKH.A I IUN PUMP rr U NOTE: IRRIGATION PUMP ONLY WHEN APPLICABLE SEE PIPING PLAN 3 HP I UNIT COMP METER C' t; CABINET —I W/CT'S 23 PANEL "P1• AIR & WATER CG ELECTRICAL SERVICE SEE NOTE 2 UNIT W/0 AIR COMPR P P TELEPHONE SERVICE SEE NOTE 3 3 1Z94 r d b � p, EQUIPMENT PROVIDED BY INSTALLED BY ❑G CONTRACTOR CONTRACTOR CG CHEVRON CONTRACTOR ❑S CHEVRON SUPPLIER SUPPLIER ❑F FABRICATOR FABRICATOR O CHEVRON CHEVRON 24 F O —}— F PANEL "P2A" 24 F — F PANEL F "P2B" F SEE NOTE 5. IF F, F GROUNDING ELECTRODE / G P P RACEWAY CONDUCTORS SYMBOL PROVIDED PROVIDED INSTALLED INSTALLED BY BY CONDUIT BY CONTRACTOR CONTRACTOR CONTRACTOR WIREWAY BY CONTRACTOR CONTRACTOR CONTRACTOR S CONDUIT OR WIRE— SUPPLIER CONTRACTOR WAY BY CONTRACTOR FS BY FABRICATOR SUPPLIER CONTRACTOR P CONDUIT BY CONTRACTOR CONTRACTOR (PULLWIRE ONLY) CONTRACTOR F BY FABRICATOR CONTRACTOR CONTRACTOR PRODUCT PUMP MOTORS LIGHTING '- CONT'S. PUMP STARTERS & DISP. SW'S. P F S S — P P P CG —4 12 -- DISPENSER ELECTRIC DOOR TEL BOOTH JB STRIKE KIT BY TEL CO •. a SYMBOLS CONNECTION BY • CONTRACTOR 0 SUPPLIER 0 TELEPHONE CO. INDICATES BILL OF MATERIAL to NUMBER, SEE SHEET E-14. OINDICATES ITEM SPECIFIED IN MECHANICAL OR CIVIL SECTIONS S FS SEE NOTE 4 F INSIDE CANOPY COLUMN FS F IN CANOPY FS COLUMN --LJ i NOTES 1. CONTRACTOR SHALL FURNI$"'° ND INSTALL:' A) CONDUIT AS SHOWN ON THE UNDERGROUND SITE PLAN' ' B) ALL CONDUCTORS AND PULL LINES PER U.G. CONDUIT SCHEDULE.;' 2. CONTRACTOR SHALL EITHER:.' A PROVIDE AND INSTALL SERVICE LATERAL CONDUCTORS^ AS. SPECIFIED ON U,G. CONDUIT SCHEDULE OR B PAY THE UTILITY COMPANY TO PROVIDE AND INSTALL LATERA L� CONDUCTORS. p: 3. CHEVRON SHALL PAY LOCAL TELEPHONE COMPANY TO PROVIDE ANCy INSTALL SERVICE CABLE AND EQUIPMENT. • _ � 4. INSIDE COLUMNS: ..,.5s.' A) FABRICATOR TO FURNISH AND INSTALL ALL CONDUIT COUPLINGS AND FITTINGS. B) CONTRACTOR TO FURNISH AND INSTALL ALL CONDUCTORS. ' C) CONTRACTOR TO FURNISH AND INSTALL ALL CONDUITS AND ; CONNECTORS TO COLUMN FACES. 5 PANEL P28 SHALL BE USED FOR HALLMARK 21 APPLICATIONS ONLY. ,.' A N- EXTERNALLY ILLUMINATED CANOPY FASCIA LTS 1 COLUMN SIGNS F INSIDE CANOPY COLUMN SEE NOTE 4 F CG CG NOTE: D SEE SITE PLAN FOR SIGN LOCATIONS CONTRACTOR MAY BE INSTALLING ? MORE THAN ONE SIGN. - LPS "J" BC CONDUIT CONNECTION —� CONDUIT, COUPLING, BOX AND FITTINGS PROVIDED AND INSTALLED BY G.C. k Frederic R. Harris, Inc. 6300 N.E. First Avenue „A-., ,s4` �� ,�" I,'",,; worms Fort Lauderdale, FL 33334 CHEVRON SITE NO. CP8902-27 MIDWAY ROAD & 25TH STREET ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 vi rjrv, ice*' �,Cv�y �!" a ! i�' q4;R k .�, r� 4 •} s+ � ti � " �-� v e v r�d� CONDUCTORS, CON*, ,' �III x s" FITTINGS PROVIDED > IC6I iv ,aK � --°. INSTALLED BY G.C. CG �n ��,I v'�wu �5r✓� A a n u T� .'+a� 11 "tJ. ELECTRICAL STANDARD DWG. Chevron DIVISION OF ELECTRICAL Chevron U.S.A. Inc. WORK BLOCK DIAGRAM Marketing Operations REVISIONS SCALE: NTS DATE: 0-'17-010 DR. GF APP. R.N. E-02-000-000 6. 3P, 400A FUS DISC — SWITCH PANEL P-1 MAIN METERING CABINET W/ CT'S AS REQ'D. ELECTRICAL ENCLOSURE 3 41 3 2 0 I/- LENGTH2WIREWAD'D. aoo oo �j DO NOT RUN IN WIREWAY 5F-E r✓f4T, -12 — FOR PANEL SCHEDULES EXPLOSION PROOF SEAL (TYP.) SEE DETAIL THIS SHEET. (3) 600 MGM-''HWN, 1 #3/0 THWN (NEUTRAL) a-- --I 1 - o---- 14 ���� ELECTRICAL RISER DIAGRAM N.T.S. I A �R.MM SEE GROUNDING DETAILS ON SHEET E - 16 PER NEC SECTION 250 METERING CABINET W/ CT'S AS REQ'D. jam— f— 74 1 /16" CONCRETE SLAB =` 4 PROVIDE ANCHOR BOLTS. COORDINATE W/ HOFFMAN FOR PROPER ANCHORING 400A DISC. 1a S W. SPACE FOR FUTURE -- CARWASH MAIN SW. "r �, a • � • ' ' L5 a ,„� y m �F'G 1. 1r • - 1 'fZK'a. J� f. 'Fix:?" Y • {�, Rt ' .1��� Fri: �' °�.£� imp �.. . MARKETER BLDG. CARWASH BLDG. BY BLDG. FABRICATOR BOND EQUIPMENT GROUNDING CONDUCTOR TO METAL COLD WATER PIPE, BLDG. STEEL & GROUNDING ROD SEE DETAIL SHEET E 16. /0 THWN & 1 #6 (GND.) IN 2" C. (3) CLAMPS T & B CAT. NO. 3849 CLAMP T & 8 CAT. NO. 3902 ITO /4� IN 3/4" C CONNECT �X10—O COPPERCLAD GND ROD & TO NEAREST COLD WATER PIPE. BOND TO STRUCTURAL STEEL. THREADED GROUND ROD — COPPERWELD 3/4" DIA. X 10' LONG RESISTANCE TO GROUND MUST BE 25 0 OR LESS t " "P4" #6 NOTE: CARWASH PRIMARY SUB PANEL MAYBE DESIGNATED AS "P3" OR "P4" ON CAR WASH VENDORS PRINTS GRADE LINE SEE APPLICABLE CAR WASH EQUIPMENT SCHEMATIC AND INTERCONNECTION DIAGRAM SHEET MAIN POWER SUPPLY DETAILS. FLOOR OF BUILDING DETAIL N. T.S. FOR SERVICE GROUND ",�r Frederic R. Harris, Inc. 6300 N.E. First Avenue woman Fort Lauderdale, FL 33334 CHEVRON SITE NO. CP8902-27 VERTICAL SEALIN RIGID CONDUIT SEALING COMPOUND USE COMPOUND MADE BY MANUFACTURER OF SEAL FITTING PUSH CONDUCTORS AWAY FROM THE FILLING OPENING & FORCE THEM APART SO THEY' DO NOT LIE IN CONTACT WITH EACH OTHER ALONG THEIR LENGTH PUSH SHREDS OF PACKING AWAY FROM THE CONDUCTOR TO PREVENT GAS LEAKAGE PATHS 440"o,�+ ti SEAL FITTING INSTALLATION EYS CONDUIT SEAL FITTING (XP) PACKED FIBER DAM N.T.S. � t PROVIDE EXPLOSION PROOF SEALS ABOVE FINISHED FLOOR AND IN ACCORDANCE WITH ARTICLE 501, CLASS 1 DIVISION 2 OF THE H -.-r NATIONAL ELECTRICAL CODE TYPICAL FOR ALL UNDERGROUND CONDUIT STUB UPS INTO EQUIPMENT F Chevron Marketing Operations ELECTRICAL STANDARD DWG ELECTRICAL RISER DIAGRAM 120/24OV., 30, /\ DELTA SERVICE W/ CARWASH W/ ENCLOSURE 600A. SERVICE SCALE: NTS DATE: DR. 5P- CH. RrJ APP. R MIDWAY ROAD & 25TH STREET ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 E-03-000- 033 �w L FUEL POSITION NUMBER (TYP.) I V TRAFFIC FLOW SEE NOTE 6 REFERENCE DISPENSER NUMBERING & JUCTION BOX ORIENTATION IN RELATION TO BUILDING CONDUIT NUMBERS SEE SCHEDULE AT RIGHT (TYP) GUARD POST (TYP.) ..... .. .. ... ,. q '.' �� [.I%..+... rvl S °���.,� 1�•.. ..r ".-sSµ `i::: .m � �,, +a:.rtrs�� ':• »,�'^'.Y, '- T' itµ n:�"{r4'4'��`N ���'� �S,'i �,ti:,'.:: r Y1'%d ": ry: ', „tlr,..`. ,�,y� 'Nta'i .., q, li,, „�9;si a,,,r di „ I., `:i a'r,; t Tq .r. <<_,. '.,^.q y� Y�'Ra' .�.. b, :3, 5 n','Y�7a,4`?Mr .-. , 'i. nl .s `s... ',, � •':,, x a DISPENSER TYPICAL UNDERGROUND CONDUIT' PL_A � ,y„p =1x�1��,�t;,�° � � 31 1.. PULL LINE I a >a ., PRODUCT CASHIER FUTURE LNE PRESSURE € d �.. � ,i%•�'.°`. .„ ,��; :* ,. I,�n 4 s� ", ,». a ': ;: .:°y``, a��i'' , , '" ',## :: y,�.. �� � 9i. �.,, �b � TANKS AREA MONITOR r�'.., ,' , �:K:t r 43y � E's�;K 1. , ha ,-� „�, . �..s�z: " .:6:1=* :.r d F+>,9: '=":wa *'s' y��.. . t. ,iS. ..Y a, ,. ", r.. w=�. s R; ,,. 4ti y °'"'", � ; � ,°.,i .,, - .+ ,��,� �` PRODUCT CASHIER IN -SITU SPACE MONITOR N.T.S. s r, T, '.y '. 32 1" ABLE - - 1r � ;"' '' r, t, µ 1' � TANKS A EA SUPPLIED •- R VENDOR �„ , r..Y .- tW , r.. .YA.. b A I. t ,..:. Y=. x. Cd, <..-F..i .... ,.X. , ,, ".m xt. «.*,, « +C.. .. tv ,..,,,,._ .M 4 b q., '9°": s -. sa f,,. .d5.' 3+ V° +.,,, „r,. a: �.,. ..:.. €a .», .ert.. � ..:. e: I ,: ,,. »,. �F4 - : �a �. . .�... ,.. +. rV„ r.. .,.. : - 5 4r-. n �r .. �$'X �, � T I DRAWING , .,.... ... � �.� �, ". �:"..., , � �, �,. , _ .. I, ,., 5 ,,, ,.,,, s ,.:� LINE CONDR CASHIER TO EPOS &DISP. INTERFACE DO NO SCALE THIS D AW NG = . � ; .. ,,.� _ �, h�,,� , ,.. . r .. . , .. ,,. r. ,�,, , ,.: � 4 ._. r �. r- � . �, ., ,, ,,,=r , � r;; � -,.a,' .., 33 3 4 3 12 THWN :.. i , ,: .. >._ , ..� ,. a .,.,,.�", E AREA AREADISCONNECT T H „ . � ,- , . .. _ .., _, r . .r.. .. „ .,. ,, Ir .. ,,. . ,. . , �, �� ELEC. SWITCH VIA J.B. FOR ITORIENTATION AN ANTI TIES ., ,, ,.�;a,w : "-� ..,, ., � , , , a:.�. u� ,,. , , � t , 0 SITE D QU .. , , K � , .� >, � „�'�' . r :?. ,, G,rW., tl r .w .... i , dv:^.W M � .. r fi°V r . „ .r .. .5.>. � :. .m A.'{ r ... , 1 <t 1 �y ♦l.i,. vr.. x :: Il .?eYm. y �,. .':i , �,«n ,..:. ,a .�+ �" :I .�.�I�:`{yy �b.:., �.ry yC . F m Y.Y w r i.. r , Lvh'kt}.°.,: vd,' „�y r >.:.., ..,. i,. t '.. �, '...:,, Y e..-...._ >a ./Y,@ ... � �. `4. I, i tF M .nM , :.' , � 9I �:, i' :.5.... "',� tl „I . , . az , , , „ . E COM CANOPY COLUMN OF CONDUIT SEE SITE PLAN SHEET F 01.,. «,,„ I, .A6. 4 V, , �N 3 1 5 22 BLDN BELDEN /8723 4 COND .. ', T,.,'":, "'..; 1I — 1f ( ) J BOX F SEE CANOPY PLAN ., 3 10 RELAY BOX CANOPY COLUMN CANOPY LIGHTING(FASCIA .. ,: .d+r-^.s+ ? ,,.✓:....�..,;.- t,ra �,,.��. ...;,k..,: � ..;., ,,,...; ',9r.' 'y .. r, ,T�, <. -. 35 1 THWN ,,.� 3 10 ELECT. AREA SEE CANOPY PLAN FLUOR NOTES.. � LEGEND 4A� : .� .. ,,.. � ., ,.x m .a .�- e:, , � v. n t ,.'; 3 �. 3g 3/4" PULL LINE CARD READER #1N CASHIER CARD READER COMMUNICATION 1, SERVICE LATERAL CONDUIT AND TELEPHONE SERVICE CONDUIT 50 SHALL BE: ""`x.'`a,:l 37 PULL LINE AREA CARD READER #2 NOT APPLICABLE TO ALL ' INSTALLATIONS CONSULT A. ROUTED IN NON —HAZARDOUS AREAS ONLY OR— a' S.T.P. RELAY �U — DENOTES UNLEADED 38 PULL LINE WIREWAY CARD READER #3 CHEVRON REPRESENTATIVE. HINGE (TYP) DISCONNECT SWITCHES "R" — DENOTES REGULAR REGULAR OR PLUS 39 1" 3 #10 THWN ELECT. CLOSET CANOPY COLUMN CANOPY LTG. -COL. SELF FULL B. SEALED IN ACCORDANCE WITH THE LA'' >"r NEC MAY BE USED IN " WIREWAY SEE CANOPY PLAN SERVE SIGNS & LIGHTER BOXES ARTICLES 501-5 AND 514-8 $Nk x,. "P" — DENOTES UNLEADED PLUS DISPENSER AREA 4o t" 20 #t2 THWN ELECT. CLOSET CASHIERS AREA WIRING TO CASHIER'S SUP UNL REG DSL 41 3/4" PULL LINE WIREWAY JUNCTION #1 CONTROL CONSOLE 2. CONTRACTOR SHALL COMPLETE A OR B BELOW:K " "S" - DENOTES SUPREME ELECTRIC 42 NOT APPLICABLE TO ALL CARD READER POWER PULL LINE CLOSET CARD READER #2 INSTALLATIONS, CONSULT IA PROVIDE AND INSTALL SERVICE LATERAL ' 0 O O o D - DENOTES DIESEL 43 PULL LINE WIREWAY CARD READER #3 CHEVRON REPRESENTATIVE. CONDUCTORS AS SPECIFIED ON THE ELECTRICAL SITE PLAN (SHEET E-01)t=:: ¢ COMMUNICATION CONDUITS 44 1" 5. #22 BLDN CASHIERS CAR WASH INTERCOM S P U ROUTED TO OTHER BLDGS. INTERCOM J.B COIN BOX BELDEN 8723 4 CONO �- =���' PRODUCT HOSE DISPENSER ELECTRIC FUELING POINT DISPENSER JUNCTION IDENTIFIER S p U OUTLETS SEE SHT. E-01. 45 3/4" PULL LINE CLOSET TELEPHONE (AS APPLICABLE) B. PAY LOCAL UTILITY COMPANY TO PROVIDE AND BOX NUMBERS (TYP) "' 46 SUPREME UNL. TANK INSTALL SERVICE LATERAL CONDUCTORS.jERS , z�3-4 5—a—s LEVEL SENSOR Rc 3. CONTRACTOR SHALL PROVIDE ALL CONDUCTORS OR PULL LINESr UNLEADED TANK �. 2 a a 47 CASHIER JUNCTION BOX (J.B.) LEVEL SENSOR SEE APPLICABLE AS (' ) AREA M a - `- WIREWAY PLUS UNL. TANK DETAIL SHEETS SPECIFIED IN THE UNDERGROUND CONDUIT SCHEDULE (WHERE REQUIRED). TYPICAL WAYNE MODEL 390 LEVEL SENSOR 49 DIESEL TANK 4. NO CONDUIT RUN SHALL EXCEED 4 QUARTER BENDS OR 360 DEGREES TOTAL LEVEL SENSOR urILITY TEL. SPLICE BOARD SEE NOTE BETWEEN PULLING POINTS. �� W� POWER CONDUITS ROUTED 50 2 / TELEPHONE SERVICE ( ) DENOTES CONDUIT POLE ELEC. CLOSET 1 AS AS AS ELECTRICAL CAR WASH FEEDER TO "P-4" SEE SHT. 0 — SYMBOL NUMBER FOR TO OTHER BLDG. 51 SHWN SHWN SHWN THWN SOURCE PANEL "P-4' E-03 ) 5. 3/4 CONDUIT SHALL BE MINIMUM FOR UNDERGROUND RUN (EXCEPT WHERE �" .:;,w. 4 / SEE SHT. E—Ot. NOTED), BOTTOM AN INDIVIDUAL CONDUIT 52 ROW OF ELECT. CLOSET CASHIER DATA SIGNAL WIRING FOR ALL ^ , 4, w " ' —SWITCHES FP — DENOTES PROGRAM 53 2" ARIE #14 THWN qm MAY NOT I WIREWAY AREA DISP. SEE NOTE 9 "" #- ELECTRICAL STANDARD DWG. 6. DISPENSERS SHALL BE ORIENTED N 1 WITH J BOXES AND DISPENSER,, POSITIONS AS SHOWN. BE ON BOX I FP > DISPENSER FUELING * CONDUIT FILL < 27� " I POINT NUMBER 0 BELDEN #9306 CABLE (RYKO CARWASH) 7. NOT ALL CONDUIT NUMBERS LISTED IN CONDUIT SCHEDULE ARE USED, REFER �rrs< V 00 BELDEN � ( 315 CABLE NUSTAR CARWASH Chevron TYPICAL UNDERGROUND CONDUIT PLAN �' ` � �� � ` �'`� � � � � G ) Chevron U.S.A. Inc. TO PLANS. i� �� JB — DENOTES DISPENSER & CONDUIT SCHEDULE FOR IM-3 WITH "POINT 8" COMBINATION —STARTER RELAY JB ) JUNCTION BOX NUMBER iliglk2tit19 Op@tQtI0t1S DRESSER WAYNE 390/490 DISPENSER 8. REFER TO;JE(.-P� i? ACTUAL FUEL PRODUCT AT EACH DISPENSER AND DISPENSER DISCONNECT SWITCHES i # / AND ISLAND POSITION LOCATION. �'txld. ».' .,..�:.,;., sf.f i'fr.,.. Ia T: L�� REVISIONS t? T e r dam. „r (NOTE DISPENSER 9-15-89 REVISED FUELING POINT, JUNCTION SCALE: NTS DATE: 3-2.7-'l0 9. DATA CONDUCTORS ONLY IN THIS CONDUIT FRONT LAYOUT JUNCTION BOX MUST Frederic R. Harris. Inc. Box, CONDUIT NUMBERS FOR NEW (CONTINUOUS FROM J.B. TO DATA DIST. BOX, NO CONNECTORS OR SPLICES) BE MOUNTED ON THE rw FoTOOoOLeuderdele,VFLu3333: CLARIFICATIONS FOR CARD READERS. DR. (yR CH, RN APP, RN SPECIFIC NUMBER OF` CONDUCTORS IN CONDUIT DEPEND ON DISPENSER ISLAND ON THE SIDE AS DESIGNATED BY CHEVVON SITE NO. CP8902-27, MANUFACTURER & MODEL SEE DISPENSER & WIRING SCHEMATIC FOR SPECIFICS. 5` ` (i.e. WAYNE 387/389/390/490 TOKHEIM 242/244 etC.) MIDWAY ROAD & Y, F STREET Ilk THE J.B. # SYMBOL <J) ST. LUC[E COUNTY, PLORIDA-04- �Q� -081 »,:: .. r Tu{. . n ,re,, n: .. , '. .. . P4z'v», •E:'�tlix ^.," ,. f_� ., ,. _ �, .,mow 6,i ' Y, � OCIA DATA COMMUNCIATKINS CABLE TO NCR 2950 2 POSITION SELECTOR SW. OPERATOR SQUARE D. CAT. #900 KS 118W CONTACT BLOCK, SQUARE D CAT.#9001-KA-2. EPOS COMPUTER CONSOLE ISOLATED OUADRUPLEX OR "Up EX NOTE: f 2DRANGEL COLOR) 0 0 IF SINGLE DATA DISTRIBUTION BOX o 0 IS USED —JUMPER IN FIRST BOX IS 1 CONNECTED 4 TO 5 TERMINAL IN EACH LOOP. (SIXTEEN FUELING POINTS, OR LESS). IF TWO DATA DISTRIBUTION BOXES ; ARE USED —JUMPER IN LAST BOX IS CONNECTED 5 TO 6 TERMINAL 4 IN EACH LOOP. THERE IS NO JUMPER BETWEEN TERMINALS WHT 4 AND 5 IN FIRST BOX. A ^ BLACK FOR MODEL 490 DISPENSERS THERE air IS ONLY ONE "DATA LOOP" FOR BL ELECTRONIC CENTRAL WHT.T. GRN.Re POWER SUPPLY FACTORY WIRED. LINE CONDITIONER 1000VA CNI 11 F--- D. (GR) [ur I BOTH SIDES OF DISPENSER. ONLY - - I WHT ONE PAIR (+ & -) OF DATA WIRES ARE CONNECTED AS SHOWN AND TO P2-2 & GRIND. PROVIDE BOTH "FUELING POINT" Roo-3112 AW, THWN ADDRESSES. SECOND SET OF DATA SEE SHT. E-16 FOR CONNNECTION WIRES ARE INSTALLED HOWEVER AND DETAIL OF SPECIFIC LINE CONDITIONER CAPPED OFF FOR FUTURE USE AS INSTALLED. SHOWN kEw m TB-1 TB—; Min 0 0 m 0 0 m m m ®®� a Ifii m TB-5 THRU TB-11 NOT APPLICABLE TO THIS INSTALLATION. TB-6 THRU TB-10 NOT APPLICABLE TO THIS INSTALL— ATION. TYPICAL DISPENSER JUNCTION BOX MODEL 390 ell ka 1 2 3 4 5 6 7 8 9 11011 12 1 0 0 0 0 D D D D 1 O 0 = A A 00 5 D D D D I ? I V) 0 C 0 C 0 C Z � 2 V) + I t I 0 O , 0-1 0 0 - 0 -N FA FA NO NO A m m m O N o Lo � 0 O _ O { m m z O O m m ITT ITT O O O O 1 V) rm V) V) rm rmrl ci I 0 X � m ash x m OI m m C m D I- D O m-I : .T�1 D m I L7 III' w w w x x I I z C ;U m m c m m m z ATTACH TO GROUND SCREW PROVIDED. TAG DATA WIRES WITH POSITION NUMBERS AT DISPENSER, DATA DISTRIBUTION CABINET AND IN WIREWAY YPICAL DISPENSER JUNCTION BOX MODEL 490 — — — — — — —— — — — — — --1 I I 1 1 1 2 1 3 4 5 1 6 1 7 8 1 9 10 11 1 12 1 1 I 0 0 D D I O. 0 x A m A I U r D D I 7A --1O 0 0 0 1 ? 0 O V) C C C C I ;p N 0 0 I 00 1 m m m m I 0 m N (n 0 _< _I m A A 1 m mr- m m I m C R° is p ni ni � nl I -+ D R ;0 Da I" O i +1 I a I + x x ItI 1 I I D z C I = mt m m v I m 1 m I z I � I O1 mm I r; (CONNECTION TO 390 MODEL OR 490 MODEL AS APPLICABLE) I F y p " #12 AWG THWN #14 AWG THWN N p• (" SEE GROUNDING — DETAIL SHT. E-16 POINT 8 STARTER CONTACTOR BOX DISPENSER SWITCHES, PUMP CONTACTORS AND LIGHTING CONTACTORS SEE UNDERGROUND CONDUIT PLAN FOR CONNECTION TO POINT 8 STARTER & CONTACTOR BOX � � _ li]t►1��:�iL ►I�i:�i7� APPLICAPLE TO 490 MODEL ONLY SECOND SET OF DATA TERMINALS & CONDUCTORS NOT APPLICABLE TO MODEL 490, BUT PULL CONDUCTORS & CAP OFF IN JUNCTION BOX AS SHOWN r yy, p M1 YXk kl{+.,. �, Ka d'i W W xif Y _ � +'. � ,Aq .s .41.. .Ya ilgh QRPKVN ss�A,. PANEL "Pl" ALL S.T.P. CONDUCTORS SHALL BE; COLOR CODED AS SHOWN BELOW *S— SUPREME MOTOR STARTER—REDdP-. " *U— UNLEADED MOTOR STARTER —BLACK — *P— UNLEADED PLUS MOTOR STARTER —BLUE FUEL PUMPS k;.�� ,��ai tt ",_ (*R—MAY BE REGULAR IN AREAS �— NOT YET CONVERTED) .'. ..- _ *D— DIESEL MOTOR STARTER —YELLOW NOTES: 1— CONTRACTOR SHALL PROVIDE & INSTALL SPADE & TONGUE CONNECTION ON ALL PANEL P2 CIRCUITS CONNECTED W/ SCREWED TERM— ` INALS. POWER & LIGHT 2— CONTRACTOR SHALL PERMANENTLY LABEL _ 3 EN DISPENSERS E TO LINE CONDITIONER TRANSFORMER ALL WIRE TERMINALS W/ BRADY LABELS OR N SEE NOTE 3 APPROVED EQUIVALENT. i7 3— VERIFY IN FIELD THAT CIRCUIT BREAKER FOR THE LINE CONDITIONER (SOLA, TEAL, etc.) AND FOR THE POWER/LIGHTS FOR DISPENSER CABINET CONFIGURATION SUPPLIED SHUTDOWN CONTACTOR ARE BOTH CONNECTED TO THE SAME PHASE, TO THIS PROJECT. Q N LIGHT CONTACTOR REARRANGE CIRCUITS IN PANEL BOARD AS Via» NECESSARY TO COMPLY W/THIS REQUIREMENT. 4— COLOR CODE WIRE AS UNUSED SWITCH LEG (i.e. RED, BLACK, BLUE, YELLOW) THIS SHEET IS FOR INFORMATION ONLY REFER TO s MANUFACTURERS INSTALLATION INSTRUCTIONS AND y DIAGRAMS BEFORE COMMENCING ANY WORK COORDINATE s ,�.. WIRING W/ ACTUAL DISPENSER TYPE IN EACH PUMP ' P BLOCK LOCATION. d'= n~'w ` w REG. SUPREME UNL. PLUS DIESEL(IF APPL.) t`z VERIFY CIRCUITS W/ PUMP MOTORS BUILDING MANUFACTURER DWGS. INTEGRAL OVERLOAD PROTECTION ELECTRICAL STANDARD DWG. I I I I I I I I (TYP. FOR FOUR) I Chevron DISPENSER WIRING SCHEMATIC Chevron U.S.A. Inc. DRESSER WAYNE DISPENSERS EQUIPMENT GROUNDING Marketing Operations LUG. ' ' g MODEL 390/490 IM-3 ' (TYP. FOR FOUR) REVISIONS 9-15-89 CORRECT ORIENTATION OF JUNCTION SCALE: NTS DATE: 3-a7-OId re eric R. Harris, Inc. BOX TERMINALS ON 390J490 DISPENSERS _�, DR. (y(� CH. �(� APP. IRNU 6300 N.E First Avenue r�'tw fs Fort Lauderdale, FL 33334�r,'` ,� t,v .. ::0 arww a ga CHEVRON SITE' NO. CP8902-27 I MIDWAY ROAD & 25TH STREET _ L, w' o > r;m '� ST. LUCIE COUNTY, FLORIDA g � A� i $ ,,,. E�05 ��� 08 PROJECT NO. 07-1884-59 x u Y.:, nJ q f N i y a „pr ,r "` If, 0 HINGE (TYP) PUMP STARTER CONTROL POWER DISCONNECT SWITCH, WITH PADLOCK ATTACHMENT. MOUNT ON DOOR (TYP. OF 4) LABEL WITH PRODUCT NAME IN THE SEQUENCE SHOWN TO MATCH INTERNAL PREWIRED CIRCUITS MAY BE MARKED REGULAR - SUP jUSUNI DSL O 0 Ot 02 03 J4 m oa e o08 09 10 ii 12 "POINT 8" STARTER AND CONTACTOR BOX WITH DISPENSER DISCONNECT SWITCHES FRONT LAYOUT PUMP STARTER DISCONNECT SWITCH WIRING TYPICAL FOR ALL PUMPS LETTER IN THIS POSITION MATCHES PRODUCT DESIGNATION LETTER (IE: X, Y. Z, AA) PRODUCT --- SI- SI- _ DESIGN & CONSTRUCTION NOTES: 1. PANEL DESIGN, MATERIAL AND WORKMANSHIP SHALL COMPLY WITH THE LATEST EDITION OF THE ANSI/NFPA TO NEC AND APPLICABLE STATE AND LOCAL CODES AND SAFETY ORDERS. 2. PANEL INTERCONNECTION WIRING CONDUCTORS SHALL BE SIZED ACCORDING TO THE RATED AMPACITY OF THE SWITCHES, CONTACTORS AND MOTOR STARTERS. 3. IDENTIFY PANEL INTERCONNECTION WIRING TERMINATIONS USING HEAT SHRINK TAPE MARKERS, OR EQUAL. 4. USE SPIRAL WRAP ON CABLE LOOP BETWEEN PANEL AND REAR OF DOOR. HINGE 2 POSITION DISPENSER DISCONNECT SWITCH OPERATOR, PADLOCKED SINGLE HOLE MOUNTING , BLACK SQUARE "D" CAT. #9003 KADIX (TYP. OF 6) LABEL WITH FUELING POINT NUMBERS LABEL WITH DISPENSER NUMBER END BARRIER SECTION. TYP. FOR 8 THIS SHEET. • UL COMPONENT RECOGNIZED • SQUARE D CAT # 9080-GR6B & 9080 CH10 DISPENSER DISCONNECT SWITCH WIRING TYPICAL FOR ALL DISPENSERS WIRE NUMBER IN THIS POSITION MATCHES DISPENSER NUMBER CONTACT BLOCK, TEN N.O. FRONT MOUNTING SQUARE "D" CAT.#-_- LTG — 2 P2-LTG-6 LTG _N 3 4 P2-LTG-5N - 5 li P2-4-2 IN 7 e P2-4N-2 X e 10 St-X Y n 12 Si-Y Z 3 14 Si-Z AA 1s 16 Si -AA CR — v CR — N 1s 20 / NIGHT NIGHT ROW #1 C2-D F C2 C2-o F 4 C2-3 3 4 C2-4 C2A-3 _ 3 4 C2A -4 -v0- 11 O -`i- -1 f� CIA-7 7 CIA-8 C2-7 7�~8-0_ C2-8 C2A-7 7 8 C2A-8 CIA-9 9 10 CIA-10 C2-9 9 10 C2-10 C2A-9 9 10 C2A-10 C1 A - 11 - 11 12 o-� Cl A -12 _E_0 1__� — - �-� ~-� -- LTG NOTE: ALL CONTACTS ON C2 AND THE FIRST CONTACT ON CONTACTORS C2A SHALL BE WIRED USING #10 WIRE. ROW #3 SUPREME PLUS UNLEADED DIESEL �I P2-4N-2 F -S P2-4N-2 LX-i N-P LY-1 N-U L-R1 j N N-DL-AA1 L-S1 - L--P1 L-U1 L-DFl — LX2 LY-2 I L-R2 L-AA2 M-Sl MX-1 - ( M-P1 MY-1 I M-U1 M-R1 M DF1 M-AA1 MX-2 MY-2 M-R2 I M-AA2 M-S2 M-P2 M-U2 M-DF2 S1 S1 S1-X1 I S1 P1 S1-Y1 l S1 U1 S1-R1 S1 DF1 S1-AA1 INPUT UGHTING CONTACTOR 8 POLE, 2DA, OPEN TYPE, ELECTRICALLY HELD LIGHTING CONTACTOR 5 POLE 30A OPEN TYPE ELECTRICALLY HELD, SQUARE D CAT# SMO-4 (TYPICAL FOR 3) SQUARE D CAT# LO-80 EMERGENCY ROW #2 SHUTDOWN SIGN DISPENSE LTG Ct-p C1 CE1-a �CE1 C3-o�C3 ( ENCLOSURE BOX 42"H X 24"W cp —1-0X 8 5/8"D, STEEL ENCLOSURE W/ ENAMEL FINISH, NEMA 1, C1-1 1 2 C1-2 P2-4-1 1 2 P2-4-2 1 2 P2-LTG_ HINGED DOOR, U.L. LISTED, P2-LTG-5 ~� COMPONENT RECOGNIZED. C1-3 3 4 C1-4 P2-4N-1 03P214N_2 O 3�F4 O C1-5 5 6 C1-6 P2-LTG -4 5 BJP2-LTG-5 C1-7 7 q C1-8 P2-LTG-4P2=LTG-5NCl_9 9 Cl-10 9 10 INSTALL LABEL INSIDE OF BOX 0—+�-�-- STATING: "THE STARTERS C1-11 11 12 Cl-12 12 C1-13El'5 14 Ct-14 —� DO NOT CONTAIN OVERLOAD C1-15 16 C1-16 PROTECTION. THE MOTOR SQD CAT LO-20 HOUSING CONTAINS OVERLOAD CAT LO-6Q PROTECTION.' LOCATE LABEL AS CLOSE TO STARTERS AS POSSIBLE. PUMP STARTERS AC MAGNETIC STARTER NEMA SIZE 0 230V, 2 POLE SINGLE PHASE. SQUARE D CAT #8502-SB01(TYP FOR 4) OUTPUT SIGN LIGHTING NIGHT LIGHTING SIGN LIGHTING NIGHT LIGHTING 0 -- I _z Of M u7 M N r M M n m _ I 11 I N (0 O N '7 (D 00 O N c0 m O N _ o 1 1 1 1 1 1 i i d Q a a¢ i I I I¢¢¢¢¢ Q (j' ° °° i i i a aa¢ al r I N N N N N N N N N N N N N N N N N N N NU U U U U U U U U U U C� U U U U U U U U U U U V U U U U U U U U v CJ U U U C> U U U U U U, v U U l �- N N} <Y c0 t\ 00 01 d •-- N M <t M 1 t0 1 r 00 Ol O N M C to O 00 01 O N M <Y � c0 r DO O N M N V) n 00 O _ N N N N N N N N N N M (') n M M M M r1 M Ni .4`r d V "t t �' V Ul Cn N_ M C M V? N M `1_ O O M 01 rl0IIIm Z d N N W Q0 N N 1-, m m m m m m m m m m Ca l m m m m m m m m m m m m I IN LEI: N N N N N N N N N N N— a s n. n. a a a a a s a_ 04 N N N N N N N N a N N a N a a a a a a a s a_ a s a a a a a a a a a a a as a s a a a a n- a a a o JLLJ CASHIER CONTROL CONSOLE MOTOR STARTERS LINE MOTOR STARTERS LOAD INPUT STP PILOT LIGHTS r--�— EMERGENCY z SHUTDOWN Z Z C) p 1�1- N N N ¢ C9 N C9 N ¢ ¢ J J I-d I z (7 C7X NN¢ ¢ ¢ ___NN X >- Y N N¢¢X X �- >' N N QX X >- Y N N ¢W I I 1 I I I I I I ! g I g I I g I I I N N N N g g a a a a a I I g g I I I I I I g g g g g g D_ U U J J J J J -1 J J g g a. a a g N M d (l- 00 01 O N M 14 M (D r- d0 01 O N M d' en c0 � 00 01 O N M 'd In (D r-- m OI O N M 1f3 (D !� a0 I 6) O I O �1 10 Ui M M U-) In Ln U) (O (0 (0 u7 (D (D lD (0 O (D r,^ r� n n (� n t\ i-, r- 00 CO 00 0o 00 a0 00 00 00 00 01 01 01 01 at <n a)01 D1 61 N N N N cn a s> 0 D C) 0 0 p 0 z 0, 0 p 1 I U-- M M N 0 a s �� U 0 0 I z I g I g I g g I g I g U N (1 N a M o W v W U i a 1 a 1 a 1 a 1 a 1 a I a t a l IL I g I g U 1 g 1 g U I g I g U I g g � _z I I I O o W W O J J Y J Y� J W W o rn rno ,z a a a Z I d I d Z p 0 D Y Y J J o o z o z Y m Y m Z cat W �" W L10— r SEE NOTE 7 �i O' c. a W a J m J CO _l m J Ca W >_ W >_ W W X J J 0_ 6 INPUT AND OUTPUT LIGHTING CIRCUITS SHOWN ARE MAXIMUM ANTICIPATED FOR HM21 PREFAB TYPE BUILDINGS AND NEW IMAGE CANOPY/ISLAND LIGHT FIXTURES - OTHER TYPE BUILDINGS AND PROJECTS UTILIZING THIS TERMINAL STRIP SHOULD APPLY IMPUT AND AND OUTPUT CIRCUITS BASED ON SPECIFICS OF SITE APPLICABLE ELECTRICAL PRINTS AND ELECTRICAL CODE SECTIONS. SOLDERLESS BOX LUG SECTIONS TYP. FOR 175 THIS SHEET. • U-L. COMPONENT RECOGNIZED • 30OV, 60A, #8AWG, 125-C MAX. SERVICE TEMPERATURE. • 1.65" HIGH X 1.49" DEEP X 0.35 WIDE • NYLON MOLDING • TIN-PLATED TERMINALS RECESSED IN MOLDING • SELF LOCKING TERMINALS • NON -INTERLOCKING SECTIONS REMOVABLE BY SCREWDRIVER • SNAP -IN MARKING STRIP • SQUARE D CAT #9080-GR-6 (8),#10, (6)#12 (TO 35 VIA. ELEC. WIREWAY) (8)R12 (TO CONDUITS (1D THRU 0 SEE UNDERGROUND CONDUIT SITE PLAN FOR EXACT CONDUIT NUMBERS.) _(4)f12 (TO(IDAA. ELEC WIREWAY) CKT P4-9, CARWASH TUNNEL LIGHTS MOUNTING CHANNEL, TYP. FOR THIS SHEET. • STANDARD TYPE (NOT SNAP -OFF) • LENGTH AS REQ'D. • SQUARE D CAT # 9080 TYPE GH (2)M12 + G (TO Q VIA. ELEC. AREA WIREWAY) (2)#12 + G (TO ® VIA. ELEC- AREA WIREWAY) (2),#12 + G (TO ( VIA. ELEC, AREA WIREWAY) (2),#12 + G (TO O2 VIA. ELEC. AREA WIREWAY) (14)#10, (16)#12 + G (TO PANEL P-1) (3) OR (6)y12 (TO PANEL P-2) SEE NOTE 5 (20)#12 TO 40 : (5)m2 TO LIGHTING CONTACTOR SWITCHES CASHIER DISP #1 DISP #2 DISP #3 DISP #4 DISP #5 NOTE: FACTORY SHOP WIRING MAY HAVE (8)y12 TO PUMP INDICATING LIGHTS } CONTROL ti1 DIFFERENT DESIGNATIONS PRINTED ) CONSOLE (7)K12 SPARES TO CASHIER CONTROL AREA -Y— — T T E r 1 ON CONDUCTORS. FUNCTIONS z z HOWEVER WILL BE AS INDICATED z Z N N N N N M M M M M a� a n `� In �� HEREON. TYPICAL TO ALL o a a a 0(D NI N N N N¢ a� M M M KT M¢ a a ,o o t v v v v¢ o- a ro n er d) in U) ¢ a a TERMINAL STRIPS. D- o Z J J J Z X N ¢ U U J J J Z X >- N ¢ U U J J J Z. X >- N Q U U -1 -1 J Z X >- N Q U U J _I -I Z X Y' N Q U U CONSULT CHEVRON ENGINEER, SOME U)( I "POINT 8 BOX" FACTORY INTERNAL 1 WIRING MUST CHANGE TO O N M d M to r, w m O N N M d In (D r w m O N M d In M (D M 1- M do M m M O d N v M v d' If) d uo a r. a ao v v O ACCOMODATE THIS CIRCUITRY. O O O O O O N N N N N N N N MM M M M (n 1_2�, VIA WIREWAY TO DISPENSER CONDUITS W m m �p `' J THRU 12A AS APPLICABLE DISP #6 NOTE: — — HINGE EACH INDIVIDUAL DISPENSER JUNCTION BOX z IS FIELD WIRED TO TERMINAL STRIP WITH (D D (o (0 z (D THE COLOR CODED CONDUCTORS AS SHOWN. a c7 Z !U- J IU- J in J U7 Z (D X (D >- (0 N¢ ¢ 0= U w U oz �_ POINT EIGHT BOX INTERNAL WIRING U') CONDUCTOR CIRCUIT DESIGNATIONS FOR THE N M In (0 ao rn o N M v In m r ao rn o N M u7 S.T.P. SWITCH LEGS ARE AS FOLLOWS: _ (� un un (n `n `� n (n Ln (° (0 uo ° r X=SUPREME Y=PLUS Z=UNLEADED, AA=DIESEL 0 o 5. REFERENCES "REGULAR" PRODUCT ® z x a THESE CIRCUIT DESIGNATIONS ARE NO HOS APPLY TO "UNLEADED PLUS" PRODUCT OF ANY SPECIFIC DISPENSER MANUFACTURER, IN APPLICABLE AREAS. BUT ARE FOR REFERENCE TO THE S.T.P. LINE Chevron AND LOAD CIRCUITS. 6. CONSULT CHEVRON ENGINEER FOR Chevron U.S.A. Inc. "DIESEL FUEL" OF CIRCUITRY STARTER & CONTACTOR BOX WITH DISPENSER DISCONNECT SWITCHES Marketing Operations APPLICATIONS. 7. IF DISPENSER LOAD EXCEEDS 20AMP, REMOVE JUMPERS REVISIONS 86-88, 87-89 AND INSTALL. CIRCUIT P2-1 FOR 9-15-89 REVISED PT.8 BOX FRONT DISPENSER LIGHTING OTHERWISE FEED FOR ALL DISPENSER Frederic R. Harris, Inc. LAYOUT DETAIL. Fort CIRCUITS (COMPUTER & LIGHTS) IS A SINGLE 20A SWITCH N.E. Firs[ Avenue NEUTRAL BREAKER. wwn FFort Lauderdale, FL 33334 2/1/90 UPDATED PRODUCT RELAY CHEVRON SITE NO. CP8902-27 SWITCH LEGS TO MATCH 8. FEED FOR ALL CONTACTOR RELAY COILS IS A SEPERATE MIDWAY ROAD & 25TI1 STREET INTERNAL AND FIELD WIRING BREAKER ON SAME PHASE AS NOTE 7. ST. LUCIE COUNTY, FLORIDA OF DISPENSERS. PROJECT NO. 07-1884-59 ELECTRICAL STANDARD DWG POINT 8 STARTER & CONTACTOR DISPENSER DISCONNECT SWITCH BOX (7/20/89) (HALLMARK 21) SCALE: NTS DATE:,3`Z7-qo DR. &, CH_ Q,J A -PP. 0 E-06-000-071 E CKT P2-1 DISPENSER LIGHTING (SEE NOTE 3) CKT P2-4 DISPENSER CONTROL CB 2-4 P2-4-3 as 86 P2-4-1 P2-LTG-4 CEI CEI EMERGENCY SHUTDOWN CONTACTOR P2-LTG-5 DISPENSER LIGHTING CONTACTOR DISPENSER LIGHTING C3 - - - - - LTG-1N P2-LTG-6 LTG1 40 101 102 _F_c NI 104 I6 5I I 103 LI X1 10 L- — I I I f----�— YI 106 2 LTG1 111 D2 I6 5I L2 113 I L + 1 LT63 121 D3 I6 5I L3 123 _ ` 131 LTG-4I L4 133 I LTG-5 141 DS 16 5 I LS 143 L — SEE NOTE 1 D6 16 5 I 153 L6 L_-� CONTINUE FOR ADDITIONAL DISPENSERS 0 I zl 107 I AA1 1— more We 'M LTG-2N �3 4 112 N2 77 I 114 ^8 l I 9 10 � Y2 ' 11 I I llb I Ci Z2 13 I 14 117 AA2 1_ I 16 ^ 118 S.Z—LS- LTG-3N 3 4 ) 122 I N3 7 8 124 X3 9 10 ]0 Y3 11 12 126 Z3 13 14 LTG-4 l 132 N4 134 X4 135 Y4 136 Z4 137 1 AA4 — LTG-5N 142 N5 144 w 145 Y5 146 Z5 147 AAS 148 I 154 X6 155 Y6 156 Z6 157 AA6 158 SEE NOTE 2 10 15 1 16 10 DISPENSER AND PUMP CONTROL DIAGRAM PRODUCTS X = SUPREME. Y = PLUS Z = UNLEADED AA= DIESEL. P2-4N P2-4N--1 CEI P2-4N-2 P2-4N-3 -P2-LTG-4N CEI - P2-LTG-5N CONTINUE FOR ADDITIONAL DISPENSERS CIRCUIT a 10 AWG NUMBER PI-2 - P1-6 i # 10 AWG Ue-6 C2-8 HID LIGHT FIXTURES CANOPY 6##10 AWG LIGHTS P-10 }I1 C2A-1 LI C2A-2 / 19 5 C2A-3 I• I I I I � C2A -4 f �, I P1-23 -I I- o APPROACH LIGHTS ` C2A-5 I �� f I C2A-6 47 APPROACH LIGHTS YARD 21 PI-24 j� LIGHTS C2A-7 I I C2A� P 4 -9 22 f-j CAR WASH TUNNEL C2A-9 C2A-10 49 LIGHTS P4-7 23L-„ 1 - CARWASH SOFFIT LIGHTS I CASHIERS CONTROL CONSOLE $ C3 HAS ONE CONTACT ES-2 I IN LIGHT POWER TO C2 ( I C2A I DISPENSERS SEE NIGHT LIGHTING CONTACTOR SWITCH _ ES-1 13 L_ RI TOH NTS RSOHEETAGRAM ON 1p 9 I 24 23 14 55 C2- a CE-1 P2-9 58 C3-a CE1 HAS FOUR CONTACTS P2-9N 56 P2-9N ;C26 25 54 IN CONTROL/LIGHT POWER v CI -a TO DISPENSERS. SEE CONTROL DIAGRAM ON SIGN LIGHTING 22 21 57 —I THIS SHEET, CONTACTOR SWITCH i ( C1 I CIA DISPENSER LIGHTING I CONTACTOR SWITCH L V--^ �- J DOOR STRIKE SWITCH - - P2B-9 v ?'�' C1-I ICI I Cl-2 I-J r� �2� C1 3 14�� Cl-4 ET P2B-10 ' I r�� Cj 5 151 6 C1-6 SPANNER SIGNS P2B 11 j1 29 7$ CI-8 CANOPY SIGNS P2B-12 30 r� C1-9 9 10 C1-10 P2B-13 31 SPANNER SIGN P2B-14 11 12 C]-12 32 SPANNER SIGN o� Cl°'ll —L P211-15 C1-13 131 114 I C1-14 33 SPANNER SIGN 7 C1-15 15 16 I I C1-16 � MM-4 ONLY P211-16 8 34 SPANNER SIGN J P2B-1 �1 CIA-i 111 2 CIA-2 35 HALLMARK NO.1 P213-2 CIA-3 (31 ICI CIA-4 0 HALLMARK NO.2 YARD SIGNS F 1� CIA-5 SI I6 I CIA-6 �� 3. SIGN f� 1, P2B-3 � r LPS NO.1 P2B-4 �'l CIA-7 171 lid CIA-8 Lam_ LPS SIGN N0.2 P1-14 v CIA-9 I ; PO CIA-10 u_ CANOPY FASCIA 13 PI-16 CIA-11 it 12 CIA-12-12 50 CANOPY FASCIA 24 ❑UTSIDE LIGHTING CONTROL DIAGRAM PRODUCT CKT. NO. X P1-1 Y P1-5 Z P1-9 AA P1-13 PRODUCT TERMINALS TERMINALS X L-XI 65 M-X1 74 93 1 Y L-Y1 67 M-Y1 77 95 0 Z L-ZI 69 M-Z1 80 97 5 AA L-AA1 71 M-AA1 93 99 O TERMINAL LEGEND LD TERMINALS IN THE DISCONNECT SWITCH STARTER & CONTACTOR BOX. CD TERMINALS IN THE CASHIERS CONTROL CONSOLE 8 TERMINAL IN DISPENSER M, - VNN0t/tf1/1/1W t 1/2 H.P. THERMAL PROTECTOR INTERNAL WITH MOTOR Ll ON CASHIERS CONTROL CONSOLE 8O LEGEND /-DISPENSER NUMBER ➢ISCONNECT DISPENSER(1 THRU 12) \\a- SWITCHES MOTOR PRODUCT TYPE SERVING STARTER { �(X,Y,Z, AA) DISPENSER CONTACTS DISPENSER NUMBER CONTROLLING (1 THRU 12) MOTOR STARTERS PRODUCT TYPE (X,Y,Z, AA) MOTOR M STARTER COIL PRODUCT TYPE (X,Y,Z, AA) EMERGENCY ES - SHUTDOWN SWITCH NUMBER SWITCHES (1 OR 2) PRODUCT TERMINALS TERMINALS X L-X2 66 M-X2 75 94 2 Y L-Y2 6g M-Y2 78 96 O Z LZ-2 70 M-Z2 81 98 6 AA L-AA2 72 M-AA2 84 100 NOTES 1. FOR ISLAND MARKETER OR SITES WITH ONLY FOUR DISPENSER JUNCTION BOXES • CIRCUITS BEYOND LTG 4/L4 WILL NOT BE APPLICABLE. IF THE SITE HAS MORE THAN FOUR J.B. SUCH AS A MINI -MART WITH 'MPD'S-, CIRCUITS UP TO A POSSIBLE TOTAL OF TWELVE (12) WILL FUNCTION AS SHOWN. ELECTRICAL STANDARD DWG. 2. FOR DISPENSER LAYOUTS WITHOUT PRODUCT 'AA' Chevron POINT 8 STARTER / CONTACTOR DISREGARD THIS CONDUCTOR PATH AND ASSOCIATED TERMINALS. Chevron U.S.A. InC. DISPENSER DISCONNECT SWITCH BOX— 3. IF DISPENSER LOAD EXCEEDS 20 AMP, REMOVE Marketing Operations ro CIRCUIT FLOW DIAGRAM (4/28/88) JUMPERS 86-88,87-89 AND INSTALL CIRCUIT P2-1 to FOR DISPENSER LIGHTING, OTHERWISE FEED FOR ALL REVISIONS (HALLMARK 21) 0 CIRCUITS (COMPUTER & LIGHTS) IS A SINGLE 20A. 1 _ SWITCHED NEUTRAL BREAKER. CONNECT TO SAME 11-30-89 NOTE #1 AND #2 WORDING SCALE: NTS DATE: 3 27-q0 PHASE AS P2-4, Frederic R. Harris, Inc. RENSION TO ELIMINATE to 830o N.E. Fir at Avenue DASHED LINES AND INCORRECT NUMBERS DR. &p, r CH. R� APP, P\4 HAmw Fort Lauderdale, FL 33334 2/1/90 UPDATED PRODUCT RELAY CHEVRON SITE NO. CP8902-27 CIRCUITS TO MATCH INTERNAL MIDWAY ROAD & 25TEI STREET AND FIELD WIRING OF DISPENSERS E-07-000-071 ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 Aid 3K#"woommI'i' i sT T+caSG': Nam. ',r 11' NO NOTE: F TO MAINTAIN CONSISTENCY IN WARE "PRODUCT CIRCUITS' FROM APPLICABLE TERMINALS IN STARTER CONTACTOR BOX X—Y—Z 9 THRU 100, CONNECT AS SHOWN. CORRECT DECALS ON EXTERIOR OF CASHIERS CONTROL BOX TO READ AS SHOWN AT RIGHT 11 1/2" 10" 1 v v v POINT EIGHT POWER, INC. BELLE CHASE LA. UL FILE NO. E91031 1 1 /2", v PUSH TO STOP I MR .L RT 3/32" 6 3/32" ry 4' y POINT EIGHT CASHIERS CONTROL CONSOLE t"No H 9 1 /2" mx�� SRI , s CAR WASH EMERGENCY SHUTDOWN Chevron AN �r^ ". 2 1 /9' 2 1 /4" -- A COUNTERSUNK .. i - .. .. HOLE (TYP. OF 4) .. ^ ^ �i• .. ate-.i . �kk��y.. :„�• ^�"„_,yfr �"' ,i?t'". +i ��e r f a�'"tea 5b"�,` w,:. t ;:, - k`.�W '+4i y`� 4 W ��x � 16.:' Y"A SS� ,4m-�1.� �tY t i"� ��.'W�"�': k ', ^d+^•t 1.id'W Y R y $^✓Sey, Si' aplKV yay...: Y' +L,.. �iM1 ..r t �' s ^kY a•' �'' �' "., n`g4 ':ti, + - / '. > r<� i.3� . a fa.. .u,;. t ., a^. .1;,F Kr�x {I. ;a,"-. - ,w•�`v,�� y� � +..av4n,»^.' yq , , . _ .. n« .� ,`k@ .,,�v��w:, . t �. ,. b' . ,.$.m,xcvb ac :•4 . °.'�, .vsi r? 1. k_ni2.. a BILL OF MATERIAL MARK QUANITY FUNCTION MFGR. CAT. # TYPE DESCRIPTION 1D 1 ENCLOSURE PEP AFMP NEMA1 8 3/4 x 11 1/2 x 6 ALUM. W/SUKB PANEL 2 4 INDICATING LIGHT SOD D2VSG 9001 SQUARE GREEN LENS, PILOT LIGHT BEZEL �3 4 TRANS. LIGHT MODULE SOD DTSD 9001 TRANSFORMER LIGHT MODULE LAMP HOLDER 4� 4 BULBS SOD 225 9001 6V LIGHT BULB �5 1 DOOR STRIKE SOD D2E1R 9001 TOGGLE SWITCH © 1 CONTACT BLOCK SOD DA01 9001 CONTACT BLOCK �7 3 SELECTOR SW. SOD D2G2S 9001 2-POSITION MAINTAINED $ 3 CONTACT BLOCK SOD DA10 9001 CONTACT BLOCK !�9 1 OPERATOR SOD KR9 9001 PUSHBUTTON OPERATOR 10 3 CONTACT BLOCK SOD KA3 9001 N.C. CONTACT BLOCK 11 1 PUSHBUTTON SOD R21 9001 2 1/4" RED MUSHROOM HEAD P.B. 12 1 ADAPTER SOD K54ADP 9001 PUSHBUTTON ADAPTER 13 1 PLUG HOFFMAN 1AS075SS PLUG STAINLESS STEEL (FOR FUTURE CAR WASH) 14 2 TERM. BLOCK BEAU 14015 9001 15-POINT TERM BLOCK 15 2 MARKER BEAU MS140 15POINT 15-POINT MARKING STRIP 16 1 TRANSFORMER SQ D 120AC/24DC 9070 1 120V TO 24V DC, 25VA TRANSFORMER I BREAK, 10 AMPS CONT. } I a Im 8 3/1 TB1 15 I N1 14 1 w-p T82 30 XFMR N3 N2 I t6 °� L_-J FRONT VIEW OF INSIDE. WIRING SHOWN APPLICABLE ONLY IF - THIS NUMBER REPRESENTS TERMINALS IN "POINT 8" STARTER & CONTACTOR BOX (TYPICAL) REMOVE INTERNAL WIRES P2-2-1 FROM TERMINAL 11; REMOVE P2-2-2 FROM TERMINAL 12 AND CAP OFF AND INSTALL JUMPER FROM TERMINAL 10 TO 11. CONTRACTOR TO INSTALL WIRING FROM OUTSIDE DISCONNECT SWITCH TO TERMINAL 11 AND TO TERMINAL 12. INSTALL JUMPER 12 TO 22 * NOTE: FROM *61 IN "POINT 8" STARTER & CONTACTOR BOX, TO HOT FEED 9 TO 24 TO 26. ALL HOT FEEDS FROM TERMINAL 9 MUST BE PARRALLEL IN CASHIERS CONTROL CONSOLE. (CIRCUIT VERSION A) FIELD WIRING SHOP WIRING UNL£1 TO STARTER CONTACTOR BOX TERMINAL NUMBER T.B. 93 1 M—SI 94 y M—S2 95 3 M—U1 96 4 M—U2 M—Rt 97 5 M—R2 98 6 99 7 M—DF1 e M—DF2 OR SUPREME REGULAR OUTSIDE AND INSIDE 0 EMERGENCY SWITCHES PUSH TO STOP 0) DISPENSER SHUTDOWN SWATCHES [PULL TO START �_ �ZCV 0 _ O 0 Lij J [] F L i V) f m N CONTRACTOR FIELD WIRED �IIRCUIT VERSION `V P2-11-2 )) )) t 27 P2-11--, A PREWARED { 29 —I I PRIOR TO 6-87 k` WIRING SHOWN APPLICABLE ONLY IF TRANSFORMER MOUNTED IN CASHIERS 15—POINT TERMINAL BLOCK CONTROL CONSOLE. (TYP FOR 2)DOOR III 1. UL COMPONENT RECOGNIZED �FM STRIKE / I ' ' 2. 300V 30 AMP, jj12 AWG 125 C MAX. �1 —O CAR WASH SHUTDOWN (MAY UTILIZE ONLY SERVICE TEMPERATURE BEAU CAT. #14015 R+ PREWIRED SIGN NIGHT DISPENSER ECI. LIGHTING LIGHTING LIGHTING 120 VAC ONE SET OF CONTACTS) - (120)V (120)V (120)V ( ) INSTALLED AS LOCAL CODE REQUIRES. w T ' FOR USE WITH "COMBINATION CONTACTOR DISPENSER DISCONNECT CIRCUIT VARIES — IX SER DISCONNECT SWITCH BOX £r"' �� CONSULT CHEVRON ENGINEER, IIIlo NOTE: TO MAINTAIN CONSISTENCY IN WIRE "PRODUCT CIRCUITS" FROM APPLICABLE TERMINALS IN STARTER CONTACTOR SUPREME PLUSN BOX X-Y—Z 9 THRU 100, CONNECT AS SHOWN. CORRECT FIELD WIRING SHOP WIRING UNLEADED DIESEL - DECALS ON EXTERIOR OF CASHIERS CONTROL BOX TO READ \ X \ Y \ Z / \ AA ' . AS SHOWN AT RIGHT ( G G G G OUTSIDE AND INSIDE EMERGENCY SWITCHES 240 V. 240 V. 240 V\ 240 V. TO STARTER IBM DISPENSER SHUTDOWN SWITCHES CONTACTOR BOX TERMINAL NUMBER CHECK PRODUCT "ID" LABELING ON EXTERIOR PULL TO START TO STOP T] z [P OF CONSOLE FOR CORRECT SEQUENCE AND T.B. 0 Is-0 bb OPERATION AS APPLICABLE. — 1 — • © 96 11 PLUS ©„. 0 .. •• 0 h, FIELD INSTALLED P2-9-CE1-2 JUMPER 9 TO 13 IN ON TRANSFORMER MOUNTED IN CASHIERS^�K' L� 58 14 CONTROL CONSOLE. ,a FACTORY INSTALLED JUMPER FROM 10 TO 22 TO 24 TO 26 , u �, � 15 xt Via' TO CAR WASH i6 P4—KS_1 CONTRACTOF F,r~u PANEL 17 F4—KS-2 HELD WIRED a� 78 P4— — P4—KS-4 a " 19 20 I a 57 21 C3=0 , P2-9 �1k1 ` any 22 " 55 23 C2— Fx ,"�sxy 4+w'",' m ' •' s r 4' , 24`t` a n. P2_° 9 Cl—O 25 54 n LL M4x,m, . 26 P2-9 :,` CIRCUIT VERSION q, rr 27 " )) �28 P2-11-1 PREWARED )l) t " �( 29 — —� SINCE 4-88 K 30 WIRING SHOWN APPLICABLE ONLY IF ( �3 TRANSFORMER MOUNTED IN CASHIERS NOTES.` CONTROL CONSOLE. _ ..ems ' 3'. DOOR O e Z11 v:mw XFMRRIKE /Lj 1. ENCLOSURE SHALL BE #5052 ANODIZED ALUMINUM. + PREWIR—ED6� SIGN NIGHT DISPENSER CAR WASH SHUTDOWN (MAY UTILIZE ONLY RECT_r— LIGHTING LIGHTING LIGHTING (120)VAC ONE SET OF CONTACTS) 2. PANEL DESIGN MATERIAL AND WORKMANSHIP SHALL COMPLY W/ LATEST (120)V (120)V (120)V INSTALLED AS LOCAL CODE REQUIRES. EDITION OF THE ANSI/NFPA TO NEC AND APPLICABLE STATE AND LOCAL CODES w L- DISCONNECT CIRCUIT VARIES - AND SAFETY ORDERS. FOR USE W!Tri "COMBINATION CONTACTOR DISPENSER DISCONNECT SWITCH" BOX CONSULT CHEVRON ENGINEER. 3. PANEL INTERCONNECTION WIRING CONDUCTORS SHALL BE SIZED ACCORDING TO THE AMPACITY OF THE SWITCHES, LIGHTS AND PUSH BUTTONS ELECTRICAL STANDARD DWG. " +g Frederic R. Harris, Inc. 4. IDENTIFY PANEL INTERCONNECTION WIRING TERMINATIONS..tk "° _' d_t esoo N.E. First Avenue Chevron CASHIERS CONTROL CONSOLE Fort Lauderdale, FL 33334 5. USE SPIRAL WRAP CABLE LOOP BETWEEN SUB PANEL AND INSIDE I CHERVON SITE NO. CP8902-27 Chevron U.S.A. Inc. MODIFIED FOR USE WITH 1/87 & 6/87 SURFACE OF DOOR. MIDWAY ROAD & 25TH STREET Marketing Operations 6. ALL WIRING SHALL BE #16 'TYPE SIS, VW1 RATED, AND UL LISTED. �'`s NOTE: g�``' 'ST. LUCIE COUNTY, FLORIDA T POINT 8 STARTER & CONTACTOR BOX PROJECT NO. 07-1884-59 7. A SINGLE PROTECTIVE DEVICE MUST BE PROVIDED BY INSTALLER. IF MORE THAN ONE INTERIOR OR EXTERIOR REVISIONS 8. MAXIMUM LOAD SHALL NOT EXCEED RATED AMPACITY OF EACH UNIT. EMERGENCY SWITCH IS REQUIRED IT SHALL SCALE: NTS DATE:'6-II 9. FRONT DOOR OF PANEL SHALL BE SILK SCREENED PER DRAWING. BE CONNECTED IN SERIES WITH ALL OTHER EMERGENCY SWITCH CIRCUITS SHOWN, FED A S„my' I& I ° DR. G� CH. R� APP. RN 10. LABEL WITH ACTUAL PROnUCT NAME (i.e.: SUPREME PUMP, FROM TERMINAL 10 TERMINATING ON 14. r UNLEADED PUMP, ETC. 4'1h "­1 , (SEE ELECTRICAL STANDARD DETAILS SHT.) 11 REQUIRED FOR ALL CAR WASHES.�bk='.rxa '�'^ E-08-000-000 {P YZ " Mis kn:M i V'v'. • I� 19 1 % 4F L DECK OPENING DECK 19 3/8 CANOPY LIGHT DETAILS SCALE: 1 1/2" G.C. SHALL INSTALL JUNCTION BOX s 3/8" FLEX CONDUIT TO LIGHT FIXTURE. FIXTURE IS FURNISHED WTH 24" ELECTRIC LEADS. F— — -- — — -- — — —-- — — — ——� I I I I 1 I f 20'-0" X 46'-8" 1 ISLAND MARKETER BUILDING CANOPY PLAN SCALE: 1/4" = 1'-0" P 0 W L (TYP. FOR 2) 01 Frederic R. Flarris, Inc. 8300 N.E. First Avenue K%qm Fort Lauderdale, FL 33334 CHERVON SITE NO. CP8902-27 MIDWAY ROAD & 25TH STREET ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 END S CAN TII NOTES FOR PLAN 1. ALL ITEMS ABOVE ROOF DECK SHOWN WITH SOLID LINES ALL ITEMS BELOW ROOF DECK SHOWN WITH DASHED LINES 2. ALL RACEWAYS ABOVE ROOF DECK TO BE EMT. EXCEPT WHERE NOTED. ALL JUNCTION BOXES, CONNECTORS, COUPLINGS AND FITTINGS SHALL BE RAIN —TIGHT. RACEWAYS SHALL COMPLY WITH LATEST EDITION OF NATIONAL ELECTRIC CODE. MINIMUM CONDUIT SIZE 3/4". MINIMUM SIZE OF JUNCTION BOX 4" X 4" X 2". 3. PROVIDE & INSTALL #10 EQPT GRD'G CONDUCTOR IN ALL RACEWAYS. BOND EQPT GROUNDING CONDUCTOR TO EACH LIGHTING FIXTURE/SIGN FRAME. 4. HASHMARKS INDICATE QUANTITY OF CONDUCTORS OR CABLES (SEE PANEL SCHEDULE FOR CONDUCTOR SIZE) NEUTRAL WIRE IS SHOWN AS A SHORT HASHMARK. EQPT. GRND'G CONDUCTOR IS SHOWN AS A LONG HASHMARK WITH "G" (SEE UNDERGROUND CONDUIT SCHEDULE FOR CABLE TYPE) CABLE IS SHOWN AS A LONG HASHMARK WITH "C" 5. LIGHT FIXTURES ARE RECESSED MOUNTED, 400 WATT METAL HALIDE, LSI MODEL # RIC—S-400—SMH-73—MT—WHT OR WHITEWAY MODEL CC-400—M—MT 6. ALL WIRING SHALL BE # 10 AWG, COPPER, THWN. 7. REFER TO SIGN AND CANOPY REFERENCE DRAWINGS FOR INSTALLATION DETAILS. SPANNER SIGN IDENTIFICATION REFER TO CANOPY CONDUIT PLAN FOR SECTION NUMBERING DESIGNATIONS. SPANNER SIGNS CIRCUIT CONNECTION 4 4 m CKTS. P28-9/P28-10 CKTS_P2B-11/P2B_12 CKTS. P28-13/P2B-14 SECTION 1 - BOX LIGHTING SECTION 2 - BOX LIGHTING SECTION 3 - BOX LIGHTING SECTION 1 - END SIGN ( 1848 WATTS TOTAL) SECTION 3 - END SIGN SECTION 2 - DOWNLIGHTING ( 1164 WATTS TOTAL ) ( 1626 WATTS TOTAL ) ' _NOTE:_ FIELD ELECTRICIAN IS RESPONSIBLE FOR PROVIDING AND INSTALLING CONDUITS &CONDUCTORS FROM CANOPY COLUMN FITTING TO SPANNER CIRCUITS INDICATED ABOVE. CHEVRON HALLMARK SIGN (TYP. FOR 2) ADDED EXTRA CIRCUITS FOR SPANNERS OAND REVISED CIRCUIT NUMBERS. ADDED EXTRA CIRCUIT FOR CANOPY SIGNS AND CANOPY LIGHT DE (AILS. r 4 ADDED SPANNER ';IGN IDENTIFICATION p DETAIL CHANGED SPANNER SIGN LOADS. 1 J ?oo DC O. Ctti W _ 38' X 92' CANOPY PLAN AND SECTIONS (HALLMARK 21) 4 SCALE: 1 /4" = 1'- 0" DATE: ­ DR. G.R. CH. (1! APP. R4 E--09-001-022 Y vwc ui x"ImMH'� Y "nF`� ..,A 41, Y' LAMINATED METAL FASCIA LOCATE FASCIA SUPPORT BLUE (BL-370) BRACKETS 24" O.C. AT CHEVRON WORDMARK LOCATION AND AT CHEVRON LOGO LOCATION. ' TRANSFORMER FURNISHED "NEON" LETTERS IN AND INSTALLED BY OTHER METAL CASE. FURNISHED & INSTALLED BY OTHERS. END I.D. SIGN, SIMILAR. I I 3'-6" I SCALE: 1"=1•-O" 3/4" RMC 00 1/2" RMC (TYPICAL) SECTION SCALE: �� a3:i nAxv4l' s'S'� k. µ 4 .'4 Yk •d.x a COVER PLATE & —� s.,. ACCESS HOLE FOR k' ' SEALING FITTING. - 32 SEALING FITTING, i" .r INSTALL NO COUPLINGS BELOW SEALING FITTING Mw" & ABOVE PUMP BLOCK. r 1" RIGID CONDUIT — MR DOWNSPOUT SECTION E85 _E92 SCALE: 1"=1'-O" w r .: +. X p am. � v dg k aF'y';S BOTTOM OF FASCIA. tisCrl ?w�* aa,« a T„-.. ✓- ± a r r s N yg¢�; '+tYs'.... 2 f,y,y, r a Am �Riti 1;.4.. aA k 9d3«11•?':,�`r�"4`!4Y A,ir+Y'.1iA%n'xk FINISH GRADE 12" BELOW TOP OF CONCRETE DRIVE SLAB (OR AS SPECIFIED BY FIELD ENGINEER) •• (� n" �lt o• • 4 i • •- • I •'ate '• . •I A •L '.'• ! SECTION Bd5 H92 SCALE: 1 "= i'-O" 8921 I ❑ ❑ 921 4J ❑ I ❑ ❑ ❑ of to r LIGHT FIXTURE — 12 GA. ANGLE. J ! HINUtiKU UVVU I� Chevrort CANOPY DETAILS FOR i�----c3D COMMUNICATION Chevron U.S.A. Inc. 85' X 92' HALLMARK-21 CANOPIES -- CANOPY LIGHTS Marketing Operations — — SPANNER & _ CANOPY LIGHTS REVISIONS Frederic R. HarriSr Inc. SCALE: N TS DATE: 3.27-0 SECTION I F85 F92 ' 6300 N.E. First Avenue +%'"i'"' 3'° r nem Fort Lauderdale, FL 33334 j-r v "'F' .� • ' DR. VR CH. tV4 APP. SCALE: 1"=1'-0" �# . CHERVON SITE NO. CP8902-27 a MIDWAY ROAD & 25TH STREET ST LUCIE COUNTY FIORIDA ,. ., .x E-10-000-021 NZ' ',: �,._,,, a PROJECT NO. 0771884-59 I P i ,,L yw re4i $'•, �,,�a�'�,., :4 �. ^`ffi s' q-� k .'tom '�s S +'fir 03 . m 00 N 0 I 0 O O I O LLI F- w w to I =I P2-29(+100") L EIA11 �OC��—() (TYPICAL 4 PLACES 4,' CENTERED OVER 144 WINDOW) SEE NOTE #5 Ail SEE NOTE #6 CASHIER AREA ELEVATION SEE NOTE 1/2- EMT w 00 3 WIRERECEPTACLE"__ , _­ ISOLATED ---DU --D-UTEEX - TWO M 11. .., A - 6"X 6"X 3' CAT# LD63 wm-- , A. 4"X 2 17h HANDY BOX ­­111 - HUBBEL CAI IG 52620RANGE UREA 8 - 60X 6"X 4' CAT # L064 EL 4" SQUARE BOX C. 3 GANG SWITCH BOX,' CLOSING PLATE 6-j�_6�90UAR RCPT COVER-7R-DUPCFX APPLETON MR _1VDR-A I S_ _T_ PANEL ADAPTER aU �A 0. 6"X 6"X 4" J-BOX E. 8"X 10"X 4" J-BOX �MP1_E_X__AP35L_I7T0N_rS_ff —IV*R-A A __ W L! Q_ f3CPLB_Qx _- "EUX RCPT COVER ADAPTOR W/GASKET APPLETON FSK SBA 41WIREMOLD WREMOLD 5_747­2 SHALLOW RCPT 5745 COMBINATIQN BOX 112 �MOLLD_ b745 RCPT BOX CAST DEVICE B�DXI 2 -1-50-A FD IZZ _�__APPLETON CAST DEVICE B-ox J.77" APPLETON rDC-1-50-A SWITCH _dUf�REI_ C, U3 -a ITCH --I - 20A -k--!IUQBEL CAT# 1221 CAST COVR-BLANK APPLETON F5A�-18-QA RECEPTACLE H_U88_ELLATj_5_2_5__2--� 15A DUPLEX a24 im" P2—K (30) LINE CONDITIONER ----------- STARTER & CONTACTOR BOX WITH DISPENSER DISCONNECT SWITCHES 42"X 24" 4­2"C EQUALLY SPACED 29 z F, i TI /it F :z t SEE NOTE #3 SEAL FITTINGS (TYPICAL) pe) I r- 00 0) a Ito Lo- lint cn r-, '%d- C4 < 1, (0 cm ®r) 1/2 GROUND ROD ;5 SPACING 1 CONDUIT W/PUL.L WIRE SEE SHT. E-16. :5 BETWEEN FOR TELEPHONE SERVICE 0. FOR DETAIL) ll0 IN CASHIER AREA P2-1 < z CONDUITS (TYPICAL) exam (BY FIELD ELECTRICIAN) m g LEGEND CONDUIT AND EQUIPMENT INSTALLED BY FABRICATOR "r, CONCEALED CONDUIT INSTALLED BY FABRICATOR . CONDUIT AND EQUIPMENT INSTALLED BY FIELD ELECTRICIAN ---------------FUTURE EQUIPMENT 111 NOTE: REFERENCE "DIVISION OF WORK* DWG.81-HQ-476 FOR WIRING & CONECTION LEGENDS. 0 ■ NOTES: qw M 1. DASH LINES SHOW EQUIPMENT LOCATION OPTIONS, DEPENDING ON PANEL P2 TYPE. 2. BUILDING FABRICATOR SHALL ROUTE ALL RACEWAYS THROUGH THIS AREA, OR IN CONCRETE FLOOR. 3. CON IT(:23)IS INSTALLED BY FIELD ELECTRICIAN. THE J.B. & 1/20 CONDUIT T T� TO 7 AND TO THE P2-2 RECEPTACLES IS BY THE FABRICATOR THE FABRICATOR PRO ES WRING FROM THE J.B. TO ALL P2-2 RECEPTACLES AND FIELD ELECTRICIAN PROVIDES WRING FROM LINE CONDITIONER TO JB. AND TO � - 4. CONDUIT (ag)IS INSTALLED BY FIELD ELECTRICIAN. THE J.B. AND 1" CONDUIT 0 N D U I T TOC8�S 13Y FABRICATOR. WIRING IS BY FIELD ELECTRICIAN. 5. FOR RYKO "CODE -A -WASH" INSTALLATIONS: FIELD ELECTRICIAN IS TO T 0 INSTALL CONDUIT C6-) AND A J.B. WITH A 14 SNAP -FIT CONTACT SECTON E C T 0 N 30OV, SECTIONAL TERMINAL BLOCK. QR NU STAR COMBI-PLUS" INSTALLATIONS: FIELD ELECTRICIAN IS S U 7TLL U C�N IT (�_6_�) AND A J.B. WITH A 25 SNAP -FIT CONTACT SECTON 30OV, SECTIONAL TERMINAL BLOCK. 6. FOR RYKO INST& T N A UM A c"' FIELD ELECTRICIAN IS TO 3 To 6 INSTALL CONDUITFROM CAR WASH BUILDING 111-B-1 IN MARKETER CASHIER AREA & WIRE UP CAR WASH EMERGENCY STOP IN FOR ALL NU -STAR INSTALLATIONS- FIELD ELECTRICIAN IS TO INSTALL ... wh, 5 CONDUIT W FROM CW`WX—� H W16ING TO 111 & WRE UPARWASH EMERGENCY _TI IN MARKETER CASHIER AREA STOP IN 0. NU -STAR WILL TERMINATE EMERGENCY STOP LEADS AT THE CAR WASH CONTROL PANEL IN THE CAR WASH BUILDING. 7.; FOR MICROMAX 3000 INSTALLATIONS: MODIFY�ISPENSER INTERFACE MODULE. PER MANUFACTURERS SPECIFICATIONS. 8. FOR CONNECTION TO ISOLATED/ CONDITIONED CIRCUIT 100 OF ANY TYPE EPOS SYSTEM, FIELD ELECTRICIAN MUST CONFIRM THAT FABRICATOR HAS Uj o PROVIDED, OR IF NOT INSTALL AS NECESSARY, THE FOLLOWING RECEPTACLES. � LOCATIONS AND NUMBERS AS INDICATED AND CIRCUIT PARALLELED TO LINE CONDITIONER FROM CONDUIT 33. THESE RECEPTACLES ARE NOT SWITCHED DECO(2 BY 22 A) TWO EACH, HUBBEL CAT. # IG 5262 OR EQUIVALENT, ISOLATED GROUND, F-Om 3 m STRAIGHT BLADE DUPLEX ORANGE RECEPTACLE WITH 2 CLEARANCE ON "B". O ALL SIDES OF EACH OUTLET, SEE ELEVATION LJUJ Z-ju Ol�-WE tjL, B) TWO EACH, HUBBEL CAT. # IG 5262 OR EQUIVALENT. ISOLATED GROUND, 0,0 STRAIGHT BLADE DUPLEX ORANGE RECEPTACLE WITH 2" CLEARANCE ON toz ALL SIDES OF EACH OUTLET, SEE ELEVATION "A". C) ADD 1/2-C. FROM a TO 104 IF A TOKHEIM SYSTEM, AND CONNECT V17-V I-)] ANi '-)r)l CIIWAI'l r)11 Teti AKITS kAAr fIr­" f­1 IV., 11 I?. Harris, Inc. iv��'.6300 N.E. First Avenue 1arri�j Fort Lauderdale, FL 33334 CHERVON SITE NO. CP8902-27 MIDWAY ROAD & 25TH STREET ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 Chevron Chevron U.S.A. Inc. qqqW Marketing Operations REVISIONS 9-15-89 MODIFIED NOTE #8 AND RECEPTACLE 42 IN ELEVATION "B", ELECTRICAL STANDARD DWG. ELECTRICAL ELEVATIONS ISLAND MARKETER (IM-3) HM-21 CANOPY AND SPANNERS SCALE: AS SHOWN DR. GR CH. RN 11 V A 0 4 bh- OATE;'�-a7-90 IC�j T00App. Rr4 Cm C3 E-11 —001 —021 to co 4L zoo� Pv, wmmmw I 3 PHASE - 4 WIRE, OPEN (120/240 V) THE HIGH LEG CONDUCTOR SHALL BE IN ACCORDANCE DELTA SERVICE CULUR AND UTHER MEANS WITH NEC ARTICLE 215-8 P I MAIN DISTRIBUTION ANEL P 1 00 AMP, PANEL SPACE FOR, SPACES BREAKERS, BOLT -ON TYPE MAIN CIRCUIT BREAKER TYPE LA 400 AMP 2-225 RATING MA AMP MAX 3 POLE SUBFED 02 UL LISTED INTERRUPTING RATING MAXIMUM O MANUFACTURER, SQUARE D 1-50 TYPE i NGOD, FACTORY ASSEMBLED, BOTTOM i-l50 AMP MAX 3 POLE SUHFEED ENCLOSURE, NE X AL & X 6 3/4NT BUSES, SOLID NEUTRAL EQUIPMENT GROUND BAR F WIT RV PT A Bill IM11U t. ow. w� SERVES VOLT - AMPS SERVES Iff CKTAW. BE8180110 i-1. r s A B C 0_0 � Ml. eAa` LOAO LOAD 1 1 20 2 #12 1'/2 HP. TURBINE PUMP MOTOR OC 2550 OC CANOPY H.I.D. LIGHT FIXTURES #10 2 20 2 2 1050 1500 3 OA 2550 1A 4 (STP-X) 5 5 20 2 #12 11/2 HP. TURBINE PUMP MOTOR OC LUL 2550 OCCANOPY H.I.D.LIGHT FIXTURES #10 2 20 6 6 (STP-Y) 7 OA 2550 X 1OA-050 e 9 9 20 2 #12 11/2 HP. TURBINE PUMP MOTOR OC 2800 0 CANOPY H.I.D.LIGHT FIXTURES #10 2 20 O 11 OA 050 2800 OA 1750 dO10 (STP-Z) 13 13 20 2 #12 11/2 HP. TURBINE PUMP MOTOR OC 1010 OC 1010 CANOPY FASCIA SIGNS #12 1 2014 14 15 OA 1010 OA 1010 CANOPY FASCIA SIGNS #12 1 2016 16 (STP-AA) 17 SPACE OC _ OC SPACE 18 19 SPACE OA - OA SPACE 20 21 SPACE 0C _ OC SPACE 22 23 23120 1 #12 YARD LIGHTS 1350 OA 2250 9 A YARD LIGHTS #12 1 20124124, 25 SPACE 0C - SPACE 26 27 27 AUXILIARY HEATER OA 3333 5541 OA 2208 HEAT PUMP 28 28 (COMPRESSOR, COIL FAN, P9 �B 33C33 5541 1nB 220008 30 3 FOR HEAT PUMP RESISTIVE HEAT & BLOWER) 3 31 3333 5541 2208 32 SEE NOTE 5 SEE NOTE 3 OA - 1920 1920 COOLER REFRIGERATION 34 34 SPACE COMPRESSOR 3 OB OB 36 H37 1920 10C - 1920 OC 1920 38 NO SPACE AVAILABLE OA SUB -FEED FOR PANEL P2 40 4/0 2 2 692 CC fL 42 TOTAL CONNECTED LOAD 930 7461 329 CALCULATED LOADS: BUS A 39307 PER CHAPTER 2 BUS B 7461 361 OF NEC BUS C 43295 MAX LINE AMPS TOTAL 90063 (HIGH O) LOAD MUST BE CONNECTED TO THE INDICATED BUS BAR PANEL NO, P2B, 225A MLO PANEL SPACES FOR, 30 SPACES BREAKERS, BOLT -ON TYPE GOB MANUFACTURER, SQUARE D UL LISTED INTERRUPTING RATING MAXIMUM TYPE, HOOD. FACTORY ASSEMBLED ENCLOSURE, 33 1/2'H x 14'W X 6 3/4.0 WITH SERVICE EQUIPMENT LABEL BUSES, SOLID NEUTRAL & EQUIPMENT GROUND BAR BFIlMBTI■ T. wo-I NI SERVES VOLT -AWS SERVES � C41.1m. BEBIBMttBB v a.0. MMELl w LOAD A c LOAD NMOILL 9. 1 1 20 1 #12 HALLMARK SIGN NO. 1 980 980 - HALLMARK SIGN NO. 2 #12 1 20 2 2 3 3 20 1 #12 LPS SIGN NO. 1 1200 1200 - LPS SIGN NO. 2 #12 1 20 4 4 5 5 20 1 SPARE 900 2560 1660 REMOTE AIR COMPRESSOR #12 1 20 6 6 7 7 20 1 SPARE 900 900 CCTV SYSTEM (FUTURE) #12 1 20 8 8 9 9 20 1 #10 SPANNER & MODE SIGN 1902 3804 1902 SPANNER & MODE SIGN #10 1 20 10 10 11 11 20 1 #10 SPANNER & MODE SIGN 1848 3696 1848 SPANNER & MODE SIGN #10 1 2012 12 13 13 20 1 #10 SPANNER & MODE SIGN 1440 2880 1440 SPANNER & MODE SIGN #10 1 2014 14 15 SPACE - - - SPACE 16 17 SPACE - - - SPACE 18 19 SPACE - - - SPACE 1 20 21 SPACE - - - SPACE 22 23 SPACE - - - SPACE 24 25 SPACE - - - SPACE 26 27 SPACE - - - SPACE 28 29 SPACE - - - SPACE 1-71 30 TOTAL CONNECTED LOAD 10224 5796 CALCULATED LOADS: BUS A 10224 PER CHAPTER BUS C 5796 MAX LINE AMPS 85 2 OF NEC TOTAL 16020 (HIGH P) PANEL NO. P2A, 225 AMP MLO PANEL SPACES FOR, 42 SPACES BREAKERS, BOLT -ON TYPE GOB MANUFACTURER, SQUARE D UL LISTED INTERRUPTING RATING MAXIMUM TYPE, MOOD, FACTORY ASSEMBLED, SUHFEED LUGS ENCLOSURE, 35 1/2'H x 14'W X 6 3/4'D WITH SERVICE EQUIPMENT LABEL. BUSES, SOLID NEUTRAL & EQUIPMENT GROUND BAR RBlowitBB In No*VOL MIS SERVES T -AIMS SERVES x CSI.BNB. K9100110 C"'�d I LOAD A c LOAD NU np f rt. 1 1 20 2 012 SPACE FOR DISPENSER LIGHTING IF MORE THAN 4 DISPENSERS (SWITCHED NEUTRAL) NOTE I - 1000 1000 COMPUTER LINE CONDITIONER #12 1 20 2 2 3 - - - SPACE 4 5 5 15 1 ]SPACE - 1570 1570 DISPENSER COMPUTERS & LIGHTING (SWITCHED NEUTRAL) NOTE 1 #12 2 20 6 6 7 7 15 1 - LINE CONDITIONER NO. 2 (IF REQ'D) - - - 8 9 9 15 1 #12 DISPENSER SHUTDOWN 450 750 300 TANK LEVEL MONITOR (FUTURE) - 1 20 10 10 11 li 20 1 #12 IPMENT COUNTER RECEPTACLES 800 1640 840 SALES AREA LIGHTING * #12 1 2012 12 13 13 20 1 #12 SALES AREA RECEPTACLES 1080 1640 560 SALES AREA LIGHTING ■ #12 1 2014 14 15 IS 20 1 #12 (SEE NOTE #2) 900 1840 940 REST ROOM LIGHTING #12 1 20 16 16 17 17 20 2 #12 WALK-IN COOLER DOOR LIGHTS CIRCUIT-19 IS SPARE IF LIGHTS 400 1200 800 MICROWAVE #12 1 20 118118 19 400 1750 1350 DRINKS/SLUSHY DISPENSERS #12 1 20 20 20 21 21 20 1 #12 WALK-IN COOLER DOOR HEATERS 1080 1880 800 JUICE/TEA DISPENSERS #12 1 20 22 22 23 23 20 1 #12 SERVICE RECEPTACLE <SEE NOTE#2) 1440 3340 1900 COFFEE DISPENSER #12 1 20 24 24 25 25 20 1 #12 WATER HEATER 1650 3350 1700 NACHOS #12 1 2026 26 27 SPACE FOR 240V W.H. (SEE NOTE#4) - 800 800 HOT DOGS #12 1 20 28 28 29 29 20 1 #12 SALES RECEPTACLE (WINDOW SIGNS) 720 1920 1200 POPCORN #12 1 20 30 30 31 3115 1 #12 WALK-IN COOLER EVAP FAN & LGTS 600 1800 1200 FREEZER RECEPTACLE #12 1 201321 32 33 3315 2 #12 ICE CUBER EVAP. FAN (FUTURE) 450 2290 1840 IICE CUBER COMPRESSOR (FUTURE) #12 2 20 34 34 35 450 2290 1840 36 SPACE - - - SPACE 38 J37 39 SPACE - 1440 1440 VACCUUM UNIT #12 1 20 40 40 41 41115 1 #12 ICE MERCHANDIZER (SEE NOTE 2) 900 I100 200 TELEPHONE CO. POWER & LIGHT 12 11115 142142 TOTAL CONNECTED LOAD 16700 14900 CALCULATED LOADS: BUS A 16700 PER CHAPTER 2 BUS C 14900 OF NEC TOTAL 31600 MAX LINE AMPS 139 (HIGH 0) Frederic R. Harris, Inc. 6300 N.E. First Avenue rwulm Fort Lauderdale, FL 33334 CHERVON SITE NO. CP8902-27 MIDWAY ROAD & 25TH STREET ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 TABLE 1 CATALOG NUMBER IM-3A (V-A) IM-3B <V-A) IM-3C (V-A) IM-3D (V-A) P - 2 12 Joao loco lose a s o P2-14 1040 960 1040 560 P2-16 860 1 1020 860 1 940 NOTES FOR PANEL SCHEDULES 1. USE SWITCHED NEUTRAL -COMMON TRIP BREAKER FOR CKT P2-1 & P2-6 GE # THQL21W20 CIRCUITS P2-1 AND P2-6 MUST BE CONNECTED TO THE SAME PHASE. 2. USE GROUND -FAULT -INTERRUPTING BREAKER GE # THQLI120GF, 3. USE BREAKERS UL LISTED AS HACR TYPE FOR USE WITH AIR CONDITIONING, HEATING AND REFRIGERATING EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND MARKED FOR USE WITH HACR TYPE CIRCUIT BREAKERS. REFER TO DRAWING 81-HQ-463 FOR HEAT PUMP LOAD, 4. IF AN OPTIONAL 40 OR 45 GALLON WATER HEATER IS REQUIRED, USE THE ALTERNATE SPACE DEDICATED FOR THAT PURPOSE. 5. REFER TO DRAWING 81-HO-463 FOR SIZING OF AUXILIARY HEATER. 6. USE A 100 AMP, THQB BRANCH CIRCUIT BREAKER FOR THE UTILITY BLDG. USE A 175 AMP SUHFEED BREAKER FOR THE CARWASH BLDG. FOR LOADS GREATER THAN 100 AMPS A SUBFEED BREAKER MUST BE USED. 7. MANUFACTURERS LIMITATION: THE SUM OF Q-LINE BREAKER RATINGS MOUNTED OPPOSITE EACH OTHER (DOUBLE -BRANCH CONSTRUCTION) CANNOT EXCEED 140 AMPS. 8. THE DISPENSER LIGHTING AND COMPUTER LOADS WERE CALCULATED USING THE FOLLOWING DATA. FOR THE DRESSER WAYNE 390 AND 490 MULTI -GRADE DISPENSERS LIGHTING LOAD = 1.5A/DISPENSER COMPUTER LOAD = 1.5A/DISPENSER PUMP MOTOR COIL = .225A/COIL REVISIONS REVISED PANEL PI FOR HALLMARK-21 OCANOPY, INCLUDES SPANNER SIGNS, 8 CANOPY SIGNS & NEW I.D. SIGNS, CHANGED AMPS 21.23, AND 25 AND WIRE AWG 20, AND 22 ON HGG 1 9/30/88 :UITS 6,17,19, L PI; T S 18, P; 08-04-88 3 0) 0) �r 0 0 0 N W H W W S Co rz L.W 1-- 0 0 ELECTRICAL STANDARD DWG. ISLAND MARKETER (HALLMARK 21) PANEL SCHEDULES 120/240V, 3$, 4W, A SERVICE SCALE: AS NOTED DATE:-;�-a7-OIa 0D DR.,":,, y CH, f Ti RPP. RN tU I C3 E-12-001-043 = Co 230V J,B. W/COVER P2-38 (OPTIONAL) tiJM . r inn >E= ■ • I iDim '• a 7A .S f m+ s , t it 1 k u. K �■•fir ,. t x "s � �$ C M r R ELECTRIC SCALE: 1/4 • k WEA 900 Mimi (P2-1 i� l '5.'+.kiN , i S: qq t VT x N &I • • III • • • • : • • � ., ICI - • • - • � • I, I' • d ,a+w. w->r .,?ra .+m., "ram • - • ' ` • • ,INSTALL A 1 ® W/COVER (P2-34 & 38) � Al P2-23) V i 5 02 n' j " � • II _ r • �Y ���� Iti'1� h— iGlii•7 ' � `� Y" �} n � th 3 k i?.�' ,k $ •v#4iY� is ' : • ELECTRICAL PLAN (IM— SCALE: 1 4 — 1 —O JUNCTION BOXES -LAY-IN A - 6"X 6"X 3' CAT# LD63 E ISOLATED RECEPTACLE - DUPLEX A. 4"X 2 I% HANDY BOX HUBBEL CAT# IG 6262 ORANGE UREA B - 6"X 6"X 4' CAT LD64 CL A E 6 X A A LD- C -WK B. 4" SQUARE BOX C. 3 GANG SWITCH BOX ACA7;=-bbA �;__RCPT RCPT COVER-DUPLEXCOVER-DUPLEX APPLETON FSK V -A D. 6"X 6"X 4" J-BOX E. 8"X 10"X 4" J-BOX COVER -SIMPLEX A - _ WREMOLS 57 77W RCPT COVER ADAPTOR W GASKET APPLETON FSK SBA _WIRE WIREMOLD 5745 COMBINATION BOX WIREMOLD 5745 O WIREMOLD - CAST DEVICE BOX 1 2 APPLEOTON FD-1-50-A A' C7 DEVICE 1 2 APPLE C-1- -A SWITCH HUBBEL CAT# 1201-1 - 15A .23 SWITCH HUBBEL CAT 1221-1 - 20A - - - RECEPTACLE HUBBEL CAT# 5252-I 15A DUPLEX 75 .111 IRECEPIACLE HUBBEL CAT# 5 2-1 ., ' a. ,,;,: .. ,,f. .yE '!yrc � `•'t '' , "". '� �. `" vr- x� n i sr£. ^o- I 't a z:,;:,;Cl"A "" aS +.a'"' . p ,. .. Sa. 3. v r ,: L .... ...... ,. Y>fl ., .'. 'e,« n, .:.. aLmA � �. :,p.. " : •:.. 14 € a'+ '�i;: a " T w"',�»,;y`•;), '�iJ.. t J pry S,�...5'.. `: ,, _. .' S e:l:.. .,�( 1u .i � '� sr. ..., l� #G i. r. r` »w:. ... ,. PY y SLk'# t i s,y '1 �.ry n � fix rP ,�M.:Af �,.n•S 'i � �Y 1, . ik : � _.. ..�$$�•„yn';.�>r. w'.:. � ''. .m :Y w > ,:i n � :;y.'J a9A � 4;°'"'s�,,:; 3 ��uu1, ,t 4r� b .r. ¢a'�' ,. ''"'+((y�T 4a' t }r r 4} "we V "' �4`f.;" , x'•fav• dn' .. ::`:1' , 5v' Ye w .. ": a ., ejY't'.n VO Ry,. 4q Ait rp, '€I r 'Se r�S%* "v� x.,, 1�#'1"+i'.x t px ' � S y4 n � $ (Pi — & ROOF }-TELEPHONE JACKiiMiq ` i ,- ""i ^ #x " {�'" L 6 m � f a Y ?k'o-.r r. 9°:: �:,i pla .'?`irv'.'w.''3 k u'.i?'^ut' ' �L •::'�' 'Vw 7, �k Tw:N J NOTES: 1. ALL ELECTRICAL WORK SHALL BE DONE IN COMPLIANCE •I N.E.C. AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. • 1 2. ALL EQUIPMENTARTICLE • GROUND WIRES SHALL BE RUN TO ALL LIGHTS, APPLIANCES • 3. ALL FIXTURES • WIREWAYS SHALL BE SURFACE MOUNTED SO AS TO • PROVIDE ACCESS FOR INSPECTION AND MAINTENANCE. SURFACE MOUNTED WIREWAYS, SWITCH BOXES,• OTHER • • • • :• • •• • CONCEALED • AREAS •• NOT CONCEALED HARDWARE CERTWICATION 4. WRING SHALL BE THWN, COPPER, NTH MINIMUM 600V RATING, tix nynMINIMUM SIZE OF • SIZED AS NECESSARY.5. d n u ar � M f ALL SWITCH PLATES AND COVER PLATES IN OCCUPIED AREAS SHALL BE STAINLESS STEEL. N"NNN •• 1177 4 x� i T tt My '-a^ ✓I�a�m�x�� •U`,i�.% i g � 1 `�.Y 1YmY�P%,�WDXa�d�Atl�&', ,��'F''t *''.. ,. a x w CC aas m $ '': au�,E„fi 'VM$'�" W{ y^ , • x a Q T y j i! S �, �,,� ;� , • °�� ELECTRICAL STANDARD DRAWING. Chevron ELECTRICAL PLAN Chevron U.S.A. Inc. ISLAND MARKETER IM-3 Marketing Operations 20'-5f' x 46'-8" REVISIONS 3-aj-10 DATE:`D Frederic 11. Harris, Inc. REVISED FOR NEW MERCHANDIZING SCALE: I O PLAN & TO ADD HAND DRYERS. SN.E. First Avenue DR, 9f� CH. �1 APP. N ww■s Foortrt Lauderdale, FL 33334 5 11 87 CHEVRON SITE NO. CP8902-27 ADDED RECEPTACLE FOR CAR WASH MIDWAY ROAD & 25TH STREET CONTROL CONSOLE OPTION. E — 13 001 - 000 ST. LUCIE COUNTY, FLORIDA O VARIOUS RECEPTACLE CHANGES. _ PROJECT NO. 07-1884-59 10 28 86 00 , ° w ,K •a�`r �.i� �'r �`� Yr ..t L�..r t � ;•,"�� 'N`- s,dd :,.0 `. _ , _ ,: 3•: rr y. �' a z., xY+... .... w ., .•. w`•kl. 4 .. ] itfifi: ITEM DESCRIPTION a wu� QTY. REMARKS a,4 { o' .4f' .. INTERCOM TERMINAL BOX. 10" X 10" X 4" DEEP 15 NEMA T ENCLOSURE, HOFFMAN CAT. NO. A-10N104. 1 L °b TELEPHONE JACK ASSEMBLY OUTLET, FLUSH, SOUTHERN 3 ) I TELEPHONE SUPPLY COMPANY NO. NT630AQA. 1 60 CAR WASH REMOTE CONTROL PANEL. OPTIONAL SUPPLIED BY CAR WASH MANUFACTURER. g 9 1 FUSED DISCONNECT 3P-S/N. 100 AMP FRAME NEMA 3R ENCLOSURE, SQUARE D CAT. NO, 0223NRB 1 1/2 BOLT ON HUB, SQUARE D USE FOR 100 AMP, 1 PHASE I / CAT. NO. 8150, CLASS R FUSE KIT SQUARE D CAT. NO. DRK-1020, 1 3 HARE SERVICE' AND CLASS P 100 AMP FUSE. wkmm, "'A] —� CASHIER PUMP INDICATING LIGHTS SEE LAYOUT AND HARING CONTROL DOOR STRIKE SWITCH 1 SHEET E-08. CONSOLE LIGHTING CONTACTOR SNATCHES EMERGENCY SHUTDOWN SNATCHES DISPENSER INTERFACE MODULE 1 SUPPLIED BY CHEVRON ( LINE VOLTAGE REGULATOR, CONDITIONER 1000 OR 2000VA (500 VA 1 SUPPLIED BY CHEVRON NOT ACCEPTABLE) INTERCOM MAIN STATION. �— 3M CAT. NO. D-20 INTERCOM 1 SUPPLIED BY CHEVRON ELECTRIC DOOR STRIKE KIT FOR KIOSK, NONE REQ'D. 12 ADAMS RITE CAT. NO. 7560-525-626-00 1 FOR ISLAND MARKETER, 2 REO'D.� 13 FAN. BROAN MODEL NO. 505, 8' 0 VERTICAL DISCHARGE ASs 120 VAC, 1.5A REO'0. SUPPLIED BY CHEVRON 14 DISPENSER DATA DISTRIBUTION BOX 1 TOKHEIM-1 BOX-120 VAC. POWERED Z2 DRESSER WAYNE MM4-2 BOX SEE BLDG. ELEC. ELEV. SHEET) 15 TANK LEVEL MONITOR, FUTURE, 11"H X 20-W X 8'D (MAXIMUM SIZE) 1 16 CONTROL CONSOLE EPOS —1 SUPPLIED BY CHEVRON PULL BOX, 30"H X 20'W X 10"D 1 / NN CIRCLE AW CAT. NO. 302010-12 1 EXTERIOR DISPENSER EMERGENCY SHUTDOWN, OIL TIGHT/WATER TIGHT/ "SQ SEE SEE DETAIL SHL E-15. 1$ CORROSION RESISTANT D" 9001—KR-9R W/9001—KA-3, FOR PANS SUPPLIED BY CHEVRON CAR WASH BAY USE 9001—KYSS-1 HAND DRYER g SUPREME ENVIRONMENTAL SYSTEMS: MODEL SES 150 AS 10,lologAUTOMATIC 60 HZ, 115V, 2.0 KW RAS STARTER AND CONTACTOR BOX SEE CONNECTION DIAGRAM FOR 2O WITH DISPENSER DISCONNECT SNATCHES. 1 STARTER AND CONTACTOR BOX _ SHL E-08. SUPPLIED PP I ED BY CHEVRON 0 COMBINATION METER AND CURRENT TRANSF. CABINET. 2 jF 0a.AI 400A 4?"!-I X 36'W X 11"0. 1 USE FOR 400A, 1 PHASE— , N{ CIRCLE L.I.d I t AW1 1 1118 4B 8 OR 1 1 5 se, 3 WARE SE R VICE �<,2 COMSINAfIONN METER AND CURRENT TRANSF. CABINET. 400A, 42"H X 36®W X 11"0. 1 USE FOR 400A, 3 PHASE- -� CIRCLE AW CAT. NO. 1220138 OR 188. 4 WIRE SERVICE 33 MAIN CISTRIBUTION PANEL P-1 1 SEE PANEL SCHEDULE P-1 f 4 SUB -PANEL P-2,. 1 SEE PANEL SCHEDULE P-2 BREAKER, 2 POLE, 400A TRIP,-400A FRAME, SQUARE D, CAT. NO. } y LAL 26400, ENCLOSURE. 44 1/2"1-9 X 15 3/8"W X 6 7/80D. NEMA 1 USE FOR 400A. 1 PHASE- t _ 3R, SQUARE D CAT. NO. LA40OR 3 WRE SERVICE BREAKER, 3RPOLE, 400A TRIP, 400A FRAME, SQUARE D 2! CAT. NO. L.AL 36400, ENCLOSURE, 44 1/2"H X 15 3/8-W X 1 USE FOR 400A. 3 PHASE- 6 7/8"D, NEMA 3R, SQUARE D CAT. NO. LA400R. -SELECTOR 4 WIRE SERVICE POSITION SNITCH, SQ. 'D" CAT. #9001-KS-11BH2, MOUNT IN ENCLOSURE y -- NTH LEGEND PLATE KN-244, 1 SO. 'D' CAT. #KYAF-1 OR EQUAL. DOOR STRIKE EQUIPMENT BOX .__.__J SEE DETAIL THIS SHEET t8 MAY BE PART OF CASHIER'S CONTROL CONSOLE 1��__ i COMBINATION METER, CURRENT TRANSFORMER, AND SERVICE USE FOR 400A 1 PHASE - TERMINATION CABINET, 400A, 52"H X 24"W X 11"0 1 ! CIRCLE AW CAT. NO. U1218148, 15H OR 168 3 HARE SERVICE COMBINATION METER„ CURRENT TRANSFORMER, AND SERVICE 30 TERMINATION CABINET 400A„ 52"H X 36-W X 1T"D 1 USE FOR 400A, 3 PHASE - CIRCLE AW CAT. N42L 'L1220138 OR 18B � 4 WIRE SERVICE 31 C'URREPNT TRANSFORMER CABINET, NEMA 3R, CIRCLE AW, CAT. NO. 303011 RTCT W/ CT MOUNTING BASE 6019-A BASE. CT I RATED SOCKET ;OATH TEST SNTCH PROVISION GRCLE AW CAT. 1 NO ��?4-+I,-5,-6,-8, OR -13 OUTSIDE SPEAKER/MICROPHONE, 3M, MOUNTED ON THE CANOPY COLUMNS 32 CAT. NO. 78-8016-9810-7. TYPE OSM. 1 FOR ISLAND MARKETER PROJECTS. ONLY 4 REQ'D./SUPPLIED BY CHEVRON FUSED DISCONNECT 2P—S/N, 600A FRAME, NEMA 3R ENCLOSURE, SQUARE D CAT. NO. D226NR USE FOR 600A, 1 PHASE- 33 4 BOLT —ON HUB SQUARE D CAT. N0. 8400 1 CLASS R FUSE KIT, SQUARE D CAT. NO. DRK-600 3 WIRE SERVICE CLASS R SODA FUSE FUSED DISCONNECT 2P—S/N, 400A FRAME, NEMA 3R ENCLOSURE, SQUARE D CAT. NO. D225NfR USE FOR 400A, 1 PHASE — 3041 4" BOLT -ON HUB SQUARE 0 CAT.. NO. B400 CLASS CLASS R FUSE KIT. SQUARE D CAT, NO. DRK-40 3 WIRE SERVICE CLASS R 400A FUSE FUSED DISCONNECT 3P — S/N, 400A FRAME, NEMA 3R ENCLOSURE, SQUARE D CAT. NO D325NR 4" BOLT' —ON HUB, SOUAFRE D CAT. NO. 8400 1 USE FOR 400A, 3 PHASE — CLASS R FUSE. KIT, SQUARED CAT. N0, DRK--40 4 WIRE SERVICE CLASS R 400A, FUSE ITEM DESCRIPTION QTY. REMARKS C' MICROMAX 3000 CONSOLE W1 IN tERNAL POWER SUPPLY AS REVO, DISPENSER, INTERFACE MODIFICATION MAY ,�) BE REQUIRED. rw. I 3$ M!CROMAX PRINTER 1 39 MODEM 1 SUPPLIED BY CHEVRON C.T.D. 4()//� 829 LOOPBACK TELCO W/ 829 POWER SUPPLY 1 41� TOKHEIM MEMS IV PUMP CONTROLLER 1 42 TWO EACH — HU6CAT. 15262 OR EQUIVALENT THREE WORE SOLISOLATED GROUND, STRAIGHT BLADE DUPLEX, AS REQ'D• MAY BE FIELD ADDITION BY GENERAL CONTRACTOR. ORANGE, MATH MOUNTING BOXES. 403 ELECTRICAL CONSTRjJ(TION SPECIFICATION ALL WORK SHALL. COMPLY WITH THE LATEST NATIONAL ELECTRICAL CODE. AND ALL LOCAL GOVERNING CODES AND ORDINANCES. WHICHEVER IS MORE STRINGENT. MATERt6Ls - STRANDED CONDUCTORS ONLY WIRE: COPPER: MINIMUM 600—V RATING. JACKETED — THWN INSULATION AS DESCRIBED IN THE NATIONAL ELECTRICAL CODE AND APPROVED BY UNDERWRITER'S LABORATORY INC. SURFACE PRINTING SHALL BE IN CONTRASTING COLOR DESIGNATING VOLTAGE RATING. TYPE OF INSULATION, SIZE, NAME OF MANUFACTURER AND "TYPE THAN GASOLINE AND OIL RESISTANT ll_' NEC 501—':3) WARE SIZE: ALL HARE SHALL BE NO. 12 AWC. MINIMUM OR AS SHOWN ON PLANS. WHERE NOT SHOWN USE SIZE TO INSURE: (1) TO MORE THAN 5% VOLTAGE DROP AT ANY LOAD AND (2) CODE. COMPLIANCE ALL ITEMS SHALL BE (1) UL—LISTED AND LABELED. AND (2) ACCEPTANCE TO LOCAL GOVERNING AUTHORITIES. M R CY DISCONNECT SYSTEM: TRANSFORMER IS NOT TO BE PART OF THE SYSTEM DISCONNECTED BY THIS CIRCUIT. ONLY THE DISPENSER LIGHT AND COMPUTER POWER IS TO BE SHUT DOWN BY THE EMERGENCY DISCONNECT SYSTEM. EjLQTRICAL SERVICE: UNDERGROUND SERVICE IS REQUIRED UNLESS OTHERWISE SHOWN ON PLANS. LOCAL UTILITY TERMINATION BOX IN ACCORDANCE WITH CODE. UTILITY COMPANY AND CHEVRON REQUIREMENTS. �"PHON��R�� : INSTALL UNDERGROUND CONDUIT IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS AS SHOWN ON PLANS OR SPECIFIED BY CHEVRON REPRESENTATIVE. INSTALL TELEPHONE SERVICE TO PHONE BOOTH AND/OR OTHER BUILDING IN UNDERGROUND CONDUIT. WHEN A PHONE BOOTH AND/OR OTHER BUILDINGS ARE SHOWN ON THE UNDERGROUND CONDUIT SITE PLAN. GROUND CONNECTION: INSTALL FOR ENTIRE CONDUIT SYSTEM AS REQUIRED BY CODE. fi2kWLy2jta,STRANDED CONDUCTORS ONLY _ ALL UNDERGROUND FITTINGS AND CONDUITS MUS" HAVE A BRUSH APP9 QED a� COAT OF BLACK ASPHALT U A,, HAL 91TSUMATtC" NUMBER ER 50 P41N1 I _ —� INSTALL YNRES IN RIGID, GALVANIZED S ELi fi NDI T ANI MAKE WATFRi CHT CONNECT RIGID CONDUIT TO EXPL OSION PROOF UNIONS IN PUMPS AND DISPENSERS. DO NOT RUN CONDUIT OVER UNDERGROUND TANKS. INSTALL SEALS ON ALL CONDUIT RUNS AS REQUIRED BY COOL MINIMUM CONDUIT DEPTH SHALL BE 24" BELOW GRADE. SEALS AND PULL BOXES AT POLES SHOULD BE INSTALLED INSIDE POLE. OTHERWISE LOCATE ON SIDE OF POLE ADJACENT TO SIDEWALK OF INTERIOR PROPERTY TO AVOID DAMAGE BY AUTOMOBILES. UNDERGROUND GALVANIZED CONDUIT MUST MAINTAIN A MINIMUM OF 12" SEPARATION FROM COPPER LINES TO PREVENT CORROSION, WRAP GALVANIZED CONDUIT WITH 'POLYKEN 9,30" TAPE WHENEVER II IS WITHIN 12 OF COPPER. EACH WRAP TO HAVE HALF -WROTH OVERLAP OF PREVIOUS WRAP. ALL. WIRING AND CONDUIT TO BE NEATLY INSTALLED AND CONCEALED WHENEVER POSSIBLE. CONDUIT TO BE INSTALLED SO THERE ARE A MINIMUM NUMBER OF HOLES MADE THROUGH EXTERIOR WALLS, ROOF AND CANOPY. MiERE HOLES ARE NECESSARY. MASTIC, BACK-UP PLATES AND SUITABLE FITTINGS SHOULD BE USED TO OBTAIN A PERMANENT WATERTIGHT SEAL. MSTIC IS ALSO TO BE APPLIED BETWEEN ROOF AND BACKPLATE. WIRING WITHIN THE BUILDING SHALL BE WIREMOLD STYLE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND AS UNOSTRUSIVELY AS POSSIBLE, PANEL AND SNATCHING: COMPLETE METERING, SERVICE & D!STR. EQUIPMENT TO BE PER PLAN WITH U.L. LABEL, APPROVED BY CITY AND POWER SUPPLIER FOR THIS USE. FURNISH AND INSTALL METER SOCKET AND ACCESSORIES TO MEET POWER SUPPLIER'S REQUIREMENTS. NO SUBSTITUTIONS ARE ALLOWED UNLESS APPROVED BY CHEVRON REPRESENTATIVE. SHOP DRAWINGS SHALL BE SUBMITTED FOR EACH SUBSTITUTION. a ANCH CIRCUITS ANO `~_K1a a PROVIDE PERMANENT TYPEWRITTEN OR EMBOSSED TITLE ON PRESSURE SENSITIVE PLASTIC TAPE FOR EACH SWTCH AT PANEL. LIGHTING FIXTURES: WHEN FIXTURES MATH AD,US1ABLE LIGHT PATTERNS ARE INSTALLED. MAKE SUCH ADJ.lSTMFNTS AT NIGHT, WITH THE CHEVRON REPRESENTATIVE. CONCEAL ALL CONDUIT CONNECTIONS TO FIXTURES FROM VIEW. DtSPENSEciSN;LF�Qj_ T , INSTALL AND CONNECT THE COMPLETE SYSTEM IN ACCORDANCE WITH THE PLANS. COORDINATE THE WORK WITH THE MANUFACTURER'S REPRESENTATIVE FOR THE EQUIPMENT SPECIFIED TO ASSURE PROPER OPERATION OF THE SYSTEM AND IT'S COMPONENTS EPOS AND DISPENSER INTERFACE UNIT SHALL BE HARD WWED FROM LINE VOLTAGE REGULAR AND CONDITIONER. TRANSF I R '!NQ: CONTRACTOR SHALL PROVIDE & INSTALL SPADE TONGUE CONNECTIONS ON ALL CIRCUIT CONNECTIONS WITH SCREWED TERMINALS. CONTRACTOR SHALL PERMANENTLY LABEL ALL WIRE TERMINALS WITH BRADY LABELS 0R APPROVED EQUIVAL.ENL MINIMUM CONDUIT SIZE SHALL BE 1/2". NO ADDITIONAL UNF RLTER UNITS SHOULD BE ADDE.O TO LOAD SIDE OF "LINE Y)WATIONING TRANSFORMER" WITHOUT CONSULTATION NTH ENGNEERIW; REPRESENTATIVE, 1/2" INSULATED -MALLEABLE IRON CONDUIT CONNECTOR, APPLETON, CAT 17481M y,'I 4' SQUARE X 2 1/80 1 , DEEP BOX, APPLETON CAT g4SD 1/2 4" SO. X 2 1 /8" DEEP BOX EXTENSION RING, APPLETON CAT y4SE 1/2 SOFFI T 1/2" FLEXIBLE 'METAL 1/2" COMB. FLEX TO RIGID CONDUIT COUPLINGS -MALLEABLE IRON, APPLETON + CAT #RCC-50. 1/2" THREADED RMC/IMC INSULATED THROAT BUSHED NIPPLE, APPLETON CAT #CN-501 9" X 6" CORNER COLUMN 1 PWR SHELDED CABLE, #22 AWG BALDEN CAT #13451 1/2" THREADED RMCAMC INSULATED THROAT BUSHED NIPPLE, APPLETON CAT #CN-501 �LOCKNUT (1/2") WALL LOCKNUT(1 /2") SPEAKER CABLE 1/2" THREADED IMC NIPPLE 1/2' INS. THROAT -MALL IRON BUSHING, APPLETON CAT #CN-501 ALTERNATE MOUNTING FOR INTERCOM TERM BX INTERCOM TERMINAL BOX O BUILDING INTERCOM SPEAKER --- TYPICAL SCALE: NONE SEE BLDG. FLOOR PLANS r �n PLUG W/FLUSH (RECESSED)HEAD ' SIZE BY COUPLINGTx+ E 4` k CONDUIT COUPLING, ` SIZE BY CONDUIT CONDUIT, 1 1/2" SHOWN SIZE AS REQUIRED CAPPED CONDUIT INTERC(D S°'E` TE ,C) CNFN ITEM DESCRIPTION �QTY. I LOCATION I F 1�'t�j`dlp..)i L BY' 3 D INTERCOM 20 E COM 1+ I S C -� �A�t AER a I CT II- �,�;ON MAIN STATION COUNTI=R HD FOOT E3ET.0W CIIEVRi��d SWITCH CASHIE:R'S CTR. n l� CSM HORN SPEAKER EACH PUMP I CHLV`�ON --° /MICROPHONE BLOCK (i) ! VTF RECESSED 1 ___._._ N/ A I CHEVRON SPEAKER/ MIC .�.._-......_.._._.--..-..._•__'_ / \) � Y u_ 6 SIP A B V..✓ VIE ® 8D 8A PRESS FOR SERVICE FLOOR OR TOP � CHEVRON SWITCH (OPTIONAL) OF PUMP BILK, TBC—SLANT LINE N/A^` � CHEVRON -- — SPEAKER/MIC SUR MTD. OPTIONAL USE ONLY W/HD RETAIL APPVAL. ® 18 GAUGE LOW VOLT _ AS GENERAL WIRING (2 OR 4 CON.) RORD CONTRACTOR ® DOUBLE GANG WEA— THEIR PROOF JCTN. ��— FOR ITEM 3 GENERAL BOX ONE EACH CONTRACTOR � 4"X4"X2" DEEP JCT. SEE GENERAL t�?J BOX W/ COVER DIAGRAM CONTRACTOR SINGLE. GANG WEA— THER PROOF JCTN. FOR ITEM 6 BOX CONTRACTOR NOTES: (INTERCOM SYSTEMS) 1, ALL CONDUITS & JUNCTION BOXES SHALL BE PROVIDED BY THE GENERAL CONTRACTOR EXCEPT CONDUIT & BOXES WITHIN CANOPY COLUMNS. INSTALL FISH WIRE IN ALL CONDUITS WALL s t CONDUIT STUB -UP AREA L N dw. UNISTRUT 10018 tiLENGTH AX UNISTRUT #P1204 SHOWN, SIZE A/R `- UNISTRUT /P1113B SHOWN, SIZE A/R. CONNECT RECTIFIER DC CONDUCTORS 70 DOOR STRIKE CONDUCTOR #14 THWN CON(tUCTORS TO 2ND ELECTRIC DOOR STRIKE(IM ONLY) #14 THWN CONDUCTORS TO 6" X 4" X 5" SCREWCOVER F ELECTRIC DOOR STRIKE JIG BOX HOFFMAN CAT IA-604SC (SHOWN W/COVER REMOVED) O RECTIFIER, INCLUDED IN ELEC. DOOR STRIKE KIT s2 MOUNT TO PAN L N 4 7/8" X 2 7/8" PANEL `--/ HOFFMAN CAT JIItl / MOUNT TO IC BOX —/ ROCKER SWATCH W/RED "ON" NEON LIGHT, 120 VAC, SPST MAINTAINED CONTACT — I.T.W. d81F3167 MOUNT ON COVER #4603 RECTIFIER Pill li 11 �1 I C BLDG. FLOOR 120/24 VAC TRANSFORMER, 40VA, ADAMS RITE CAT #4605 MOUNT TO PANEL CONNECT 12 0 VAC. C BLDG. RECEPTACLE GRCUIT(#12THWN) TO THESE CONDUCTORS C ORS OPo �— CONNECT RECTIFIER AC CONDUCTORS TO TRANSFORMER SEONDARY TERIMINALS H TRANSFORMER Box DOOR STRIKE EQUIPMENT BOX - TYPICAL MAY BE IN 28 HLSCALE: NONE w (CAS CONSOLE _ SEE BLDG. FLOOR PLANS pI Frederic IZ. Harris, Inc. ' . ,%Z e 6300 N,E. First Avenue A nm Fort Lauderdale, FL 33334 CHERVON SITE NO. CP8902-27 MIDWAY ROAD & 25TH STREET 4` A'. 1�a`.% ST. LUCiE COUNTY, FLORIDA -r PROJECT NO. 07-1884-59 Chevron Chevron U.S.A. s; ,.,Marketing, Operations REVISED9-27-89 BILL OF 3 ';m"70 ELECTRICAL STANDARD DWG. ELECTRICAL CONSTRUCTION SPECIFICATIONS & BILL OF MATERIALS SCALE: NTS DATE: t-'117 j DR. (>F. CH. K1,1 APP. KW E-14-000-000 ■ 7 77 LIGHTING FIXTURE SCHEDIJIF DESCRIPTION LAMP MANUF. & CAT. # REMARKS HIGH LEVEL SITE LIGHT 16'-0" HIGH POST 400 W MH WHITEWAY—CTI-400 SMH POLE SHALL COMPLY W/120 MPH SFBCREC SURFACE MOUNTED 4-00 W MH WHITEWAY—RIVERIA W1 HALLMARK 11 CANOPY CEILING FIXT. ACRYLIC DROP REFRAC. CANOPIES ONLY. FASCIA LTG. WHITEWAY—"SMER" RECESSED MOUNTED CANOPY CEILING FIXT. '!400 W MH WHITEWAY HALLMARK 21 CANOPIES ONLY. ------------ _-j- - -,-- I'- - - POLE SHALL HAVE FACTORY APPLIED, BAKED ON, BLACK ENAMEL PAINT FINISH a W V", 6w lvwt 714- READER OUTLINE V t, 71��_,"_-,Nm,]!, �—LEGEND PLATE '4 COMMUNKA11 SQUARE 0 CAT. 22L CONDUIT (CAO" PPE15) 9001-KN-579 PULL PUSH D TO m MgrUTURE PROBE RISER POWER CONDUIT D) L NEMA 15 ENCLOSURE, SHEEP STEEL, SQUARE (CAPPED _j 9AC,'', FACCErAr T� - CAT. #9001-KYAF- I OR t� 1 2" X S= 2 1/2" BELL MUM V, FRONT SIDE MAINTAINED PUSH/PULL OPERATOR. RED KNOB, SQUARE D F T FACE u. ISPENSER JUNCTION BOX `4 CAT. #9001-KR-9R WITH FUTURE J BOX -NOTE:- KEEP CARD READER OL11 04n, CONTACT BLOCK N.C., SQUARE D H #GRF X-239) lEr (MIN.) FROM NEAREST DISPENSER 1"—'Z IA" REDUCER IA" SEALING rfTTINIn �i CAT. #9001-KA-3 zmg* .0 KYSS-1 FOR CAR WASH USE #9001- v CROUSE—HINDS CA] ROUSE —HINDS CAT. #EYS26 FUTURE CARD READER CONDUIT NOTE: PUSH CONTACTS OPEN 4 3 PULL CONTACTS CLOSED 3/4" UNION Pul, P BLOCK MAN— BY,OTHERS CROUSE—HINDS (TEIVIERGENCY SHUTOOWN SWITCH #UN.�_,20b SLAB._ -TOP OF THE rwmr DLL fA 7, AT V, _0 or J 14 N "LE Y 0 P.V.C. NIPPLE AS TV. (TYP) PROTECTIVE COVER FOR A, -I !; -,; i", I �PED CONDUIT f ;ioaw, " � &,v, � ? I COUPLING W/ 3/4 �W E E I 'ry -4 pg A, SECTION Y­ IL- ----------------- ------- _j 1_T_ T 4 CONCRETE OR ASPHALT GRADE COVER CONDUITS r 46 F- - 6 WIDE YELLOW MARKING TAPE ALONG TRENCH. ALLEN MFG. # AMT 1006 RE. 5 L-UNIDISTURBED EARTH _a_ S E E UNDERGROUND CONDUIT PLAN FOR CONDUIT NUMBER 0 -7-/ 7 C P GRA.'E BACKFh A7/ /4' CONDUIT TO ELECTRI ROOM. AT MARKETER BLDG. 6" CURB Zz./_ 24* MIN. I. -1c 6,11 Fredeiic R. Harris 11 2 4 6300 N.E. First Avenue —FUTURE PROBE 'w+Rm Fort Lauderdale, FL 93334 CHERYON SITE NO CP8902 11 -27 2r MIN. k, 1, q� AIR//WATER UNIT P'­AN MIDWAY ROAD & 25TUI STREET t, A ST. LUCIE COUNTY FLORIDA or, I PUMP �G MP BLOCK OPENING SEN501 wggn, U �I, -t p T E01 �724 w", A> I IIIUA;�;Awgtzpo& A 3" MIN. PROJECT NO. 07-1884-59 ELECTRICAL STANDARD DWG. T_ i4"T PUMP 8LO k".. �2K 'fg,"n f"AW01,1� NOTES: ELECTRICAL STANDARD DETAILS 1. BACKFILL AND COMPACTION FOR ISPENSER Chevron U.S.A. Inc. ALL CONDUIT TRENCHES TO MEET 1W SEE NOTE 2. STARE, CITY, COUNTY, AND LOCAL Marketing 0 REQUIREMENTS. perarions BACKFILL MATERIAL FROM 2, BACKFILL AND LATERAL COMPACTION-— —PEA GRAVEL (TYPICAL) FOR SERVICE LATERAL CONDUIT TRENCH BELOW CONCRETE OR REVISIONS TO MEET LOCAL ELECTRIC. UTILITY ASPHALT GRADE COVER. 9 BACK FACE COMPANY REQUIREMENTS. IF SOIL IS SEE NOTES I AND 2. SCALE: NTS DATE: g »/)n-jv :_Z NOT ROCK FREE, ADD 4" TO DEPTH OF .or s DR. CH. APP. w n JUNCTION BSERVICE LATERAL CONDUIT TRENCH. OX Aw E- 15 -000 - 000, CONDUIT TRENCH DETAIL �r1a 'r e �.. 14 "A" .., : , t , ...«.,- ..m ., .. , -I- . B, NOTE: 1 O SOLA-M75OVA MINIMUM RATING MODEL 1 63-23-175-8 (HARDWIRED) OR EOUIVALENT RATED (PORTABLE) MODEL /63-13-175-500VA IS NOT ACCEPTABLE, SOLA (63-23-175 N.T.S. A. 6 r EPA ffl - EPOS/MSR/MODEM POWER CORDS • ORANGE OUAD OR TWO DUPLEX ISOLATED OUTLET STRAIGHT BLADE ONLY SOLA LINE REGULATOR HARD WIRED UNIT SHOWN CHASIS 91 �n T E ! e (aaF[ GND. GREEN TO EARTH GROUND STAKE .". 0010r !\ H I ONLY-010 AWG. --� X4 UK < H4 .9 r,r,rt I X nk][ l/ H3 I X2 MOM"H2 2 012 TO ;.,,.�,p a ., "1• ,...+a" ar, n ( xi H9 C/B 20A s CONNECT USING ONLY TERMINALS SHOWN TO PREVENT PHASE REVERSAL WIRING SCHEMATIC 9 TO ELECTRONIC CENTRAL/OR OTHER DISPENSER INTERFACE UNIT y. 2 POSITION SELECTOR SW. OPERATOR SQUARE D, CAT. # 90OKS. 118W CONTACT BLOCK SQUARE D, CAT. # 9001 KA2♦°�,' PLUG IN NCR TERMINAL/OR OTHER CONTROL CONSOLE AND OTHER RELATED UNITS ONLY AS BELOW.* ORM ORANGE ISOLATED QUAD OUTLET/■FOR TERMINAL PERIPHERALS (I.E. MODEM —CARD READER, ETC.) STRAIGHT BLADE ONLY. STACO LINE CONDITIONER TRANSFORMER 10 1000VA. 120/ 12OV; FR 12100 TRANSFORMER CORE CHASSIS GROUNDS TERMINAL. SEE GROUNDING DETAIL (GND.) GRN (HOT) BLK. 0 WHT. G (GND.) GREEN H2 H1 FIELD Xt INSTALLED X2 JUMPER "N" TO "G (NEUT.) WHT ,1 C EPOS COMPUTER CONSOLE w . wllp"'Jft ��040*0 16 SYSTE EPOS/MSR/MODEM/HTS OCIA/RS232 POWER CORDS. 111,'1 ruw lac -w fi ' n` TOKHEIM SYSTEM ONLY , 67A. DATA DISTRIBUTION BOX-120 VAC. ® ORANGE TWO DUPLEX-7 APART A F ISOLATED OUTLETS STRAIGHT BLADE ONLY O DISPENSER INTERFACE (I.E. ELECTRONIC a I CENTRAL, TOKHEIM DHC, a'T ETC,) IZ Iz INPUT TERMINAL BLOCK N I Z +.I INPUT GROUND STUD UI = 1 r-_-11 AMP INPUT CIRCUIT BREAKER vq1 � / SHEILDED ISOLATION TRANSFORMER I �� "A / SINGLE LE INPUT / SWITCH __ __ -Er OUTPUT _ �\ _ ® HOT OUTPUT TERMINAL NEUTRAL PARALLELED 0 0I BLOCK - I CIRCUITS *A!& 08' THE USE OF CONDUIT - - H 0 0 I FILTER (3)#12 AWG FOR GROUNDING METHOD 110 Q Q 110V I I THHN IS UNACCEPTABLE. INCOMING AB E. 1200 1 OV I HOT -N BE RATED MINIMUM 90C 1300 i 30V NEUTRAL H NETRA� GROUND - - O ' N GROUNQJ OUTPUT NEUTRAL ENCLOSURE FACTORY GROUNDED - GROUND (DO NOT REMOVE) ___________________--_--.--- ---- —_.� — —�— — I CUSTOMER SUPPLIED FACTORY SET JUMPER UNIT IS SET FOR 120 I WIRES VOLTS AS SHOWN. MOVE THIS WIRE FOR I ALTERNATE VOLTAGE SELECTION. b GREEN-10/AWG MODEL-OH19110EARTH GROUND TB-1000 VA, 10 -STAKE. SEE DETAIL BELOW MODf.I-DQ24t10OT8-2000 V.A. ,._ TEAL LINE CONDITIONER N.T.S. NOTE: IF INSTALLATION IS IN AN EXISTING SYSTEM REFERENCES TO BLDG. FRAME GROUND, PANEL GROUND BAR & NEUTRAL BAR, ARE TO BE INSTALLED AS APPLICABLE TO MEET NEC AND LOCAL CODE REQUIREMENTS, ALL TYPES OF INSTALLATIONS REQUIRE THE GROUNDING OF THE LINE CONDITIONING 3'oN UNIT (I.E. SOLA,TEAL, ETC.) AND DISPENSER EQUIPMENT GROUNDS, TO COMPLY WITH THE DIAGRAM BELOW. .;. �2 $12 Ai THHN-P2-2 AWG TO GROUND STACO FR12100H=TRANSFORMER WIRING SCHEMATIC R°° N.T.S. O�V t`r% v.�°,.` EQUIPMENT - GROUND BAR (PART OF SUB -PANEL) EQUIPMENT GROUNDING CONDUCTOR BUILDING STEEL EQUIPMENT GROUND BAR (PART OF MAIN DISTRIBUTION PANEL) G.D. BONDING JUMPER NOTE: WHEN MAKING CONNECTION TO BLDG. STEEL THE M2/0 WIRE MUST BE FULLY INSERTED INTO CADWELD MOLD CAVITY. /VBC-2G (BOLT OR CLAMP IF CADWELD NOT REQUIRED). CADWELD #TAC-2026 CADWELD #GTC-182G SUB PANEL LINE CONDITIONER —_ VOLTAGE REGULATOR /-- — --I r CHASSIS I F---7 I I I CORE I Ir NEUTRAL IBLK. I --0 I HOT (BILK,) Q WHIT. I I NEUTRAL (WHT.) U L T 0 MAUN-B NDING - -J P A D JUMPER I GND. (GREEN) T (INTERNAL-TRANSF.) L_ - _ - TRANSFORMER INTERNAL GROUND LUG MAIN DISTRIBUTIO GROUNDED SERVICE CONDUCTOR (NEUTRAL) PANEL FIELD WIRING FROM DISPENSER J-BOX CONDUITS GROUND IN TROUGH TERM. STRIP-_�- GROUNU ROU FOR VOLTAGE REGULATOR CADWELD MC-2G-V3C METAL UNDERGROUND WATER PIPE GROUND ROD, COPPERWELD 3/4" 0 X 10'-0" LONG, RESISTANCE TO GROUND MUST BE 25 J-L OR LESS AT SERVICE ENTRANCE. GROUNDING N.T.S. MAXIMUM LENGTH 6' FROM VOLTAGE REGULATOR TO DEDICATED GROUND STAKE -LUG SEE GROUND ROD DETAIL NOTES: I I MI 1. 1. USE #2 STRANDED COPPER WIRES FOR ALL GROUNDING CONDUCTORS, EXCEPT AS NOTED OTHERWISE. 2. ALL GROUNDING CONNECTIONS TO BE ACCESSIBLE FOR INSPECTION. 3. USE INSULATED THROAT GROUNDING BUSHINGS ON ALL RACEWAYS ENTERING METERING COMPARTMENTS, MAIN DISTRIBUTION PANEL AND ALL OTHER ENCLOSURES CONTAINING SERVICE ENTRANCE CONDUCTORS. INSTALL BONDING JUMPER SIZED ACCORDING TO 1987 250-95 BETWEEN BUSHING LUG AND ENCLOSURE. 4 MARK ABREAKERS LL WITH F LOURESCENT MARKERS INDICATING THAT TRANSFORMER IS NOT TO BE TURNED OFF. 5, FEED LINE CONDITIONING UNIT (I.E. TEAL/SOLA, ETC.) FROM 20AMP BREAKER THAT IS ON THE SAME SIDE OF THE LINE PHASE AS THE BREAKER THAT FEEDS THE DISPENSER COMPUTERS. 6. PROVIDE GROUND STAKE AND CONNECTIONS PER DETAIL ON DRAWINGS. 7. LINE CONDITIONER OUTPUT IS CONNECTED TO THE DISPENSER INTERFACE UNIT (I.E. UNIDYNAMIC "OMC', GILBARCO "PAM", TOKHEIM "DHC') AND TO A QUAD/TWO DUPLEX ISOLATED OUTLET IN EPOS CASHIER AREA. 8. CIRCUIT TO DISPENSER INTERFACE ONLY WOULD HAVE A DOUBLE POLE/SINGLE THROW SWITCH IN THE LINE. 9. EPOS CIRCUIT PARALLELED TO OUTPUT IS NOT SWITCHED. a3-1-88 LOAD CIRCUIT SOLA-MODEL 63-23-210-8-1000VA SHOWN IS THE STACO-MODEL FIR12100H-1000VA HARD WIRED SAME FOR THESE TEAL -MODEL OH191199TB-1000VA MODELS ONLY MODELS CURRENTLY TEAL. -MODEL D0241100TB-2000VA IN FIELD USE. MINIMUM SILICON RUBBER ISOLATOR/VIBRATION DAMPENER PAD -IMUST BE USED TERMINALS I MUST BE ACCESIBLE r — WIRE MESH TO ENCLOSE HEAT ELEMENT TO AVOID PERSONNEL TO COME IN CONTACT WITH THE UNIT APPLICABLE TO AREAS SUBJECT TO EMPLOYEE CONTACT I� —1" MIN. DISTANCE FROM ELEMENT I I _ I 5/16" BOLT (TYP.) VOLTAGE REGULATOR MTG. DETAIL N.T.S. SEE BLDG. FLOOR PLAN CLAMPS, T & B CAT. / 3849 12" CLAMP T & B CAT. B 3902 NO. 8 OR 10 AWG STRO. COPPER TO VOLTAGE REGULATOR 1. USE STRANDED COPPER WIRE FOR ALL GROUNDING CONDUCTORS. 2. ALL GROUNDING CONNECT IONS TO BE ACCESSIBLE FOR INSPECTION PER NEC 250-20. 3. USE INSULATED THROAT GROUNDING BUSHINGS ON ALL RACEWAYS ENTERING METERING COMPARTMENTS, MAIN DISTRIBUTION PANEL AND ALL OTHER ENCLOSURES CONTAINING SERVICE ENTRANCE CONDUCTORS. INSTALL BONDING JUMPER -- SIZED ACCORDING TO THE LATEST NEC 250-95 -- BETWEEN BUSHING LUG AND ENCLOSURE. DETAIL ..__ _ ,�. N.T.S. GROUND ROD FOR VOLTAGE REGULATOR T(� Frederic R. Harris, Inc. 13300 N.E. First Avenus lwwr Fort Lauderdale, FL 33334 CHEVRON SITE NO. CP8902-27 MIDWAY ROAD & 25TH STREET ST. LUCIE COUNTY, FLORIDA PROJECT NO. 07-1884-59 FLOOR OF BLDG. GROUND ROD COPPER WELD 3/4" DIA. X 10' LONG RESISTANCE TO GROUND MUST BE 25 71�7Chevron r, REVISIONS ELECTRICAL STANDARD DWG. LINE CONDITIONING TRANSFORMER AND GROUNDING SCALE: NTS DATE: DR. &P, CH. APP. E-16-000-000 a c� O) CO 0) In 0 0 0 6 0 0 I U) ( w W U.1 i N d£' d w 3 1 zi A'. fi F .t" z;. 2 r1 ��'t. +;+'rt i _.i":'cn, o-e:. zr. *,1..., .,;'s. ,�A w • s, • s., ,4 ._„ 1. ^ , .y, a .. .+....f. ..... TY.n .v,.. .:. , a gg tt uu'.r., r d .gym =.d• b. .'.: 3b s - rt N. ., .Yf,rl. , J oR tr ..: 'A , ?., i ... t.h T U A , � � ,_ w �. SECTION R B . , � ,_ �., 1`" & '"a+Yrx s t'.. •.,� h 3s A at � x . i.. , .. ,. <.... _ .-.. , L, , ,.. R � .: , ... f ., _-: '..... T , x..... ..,....*r:Rx , .. ... .M ,.. ->w ... n. ,r. .. S,.- , .4::. FY W.-Ki„e ,n .. v„' n .,. nVow ti ir.� t y i �a 'f�` 251 DIA. (2 HOLES) 258 DIA. (2 HOLES) a a. ,,. ,, ....,: �,,, 16 16 41 LEGENDS s`n " ' 12 1� 12 L5- if 16` 1 INLET 1 1 INLET (2) 2 _812- III 4 -s-2 1. BASE-/11 GA. STEEL -CHEVRON BLACK BK-10-S ----- ---- - '---- --- 2. DISPENSER SKIRT-/20 GA. STEEL -CHEVRON WHJ-740-S OFF WHITE 9 1 - - - _ - - - - - - _ 3. CABINET � P-/20 GA. STEEL -BLACK BK-10-5 4. COLUMN- 12 GA. STEEL -BLACK BK-10-5 32_ - 5. SEEEL-CLEAR LEXAN 11 - _� ------ --- ---�13 15 11 T TI ----------F -_--f-13 15 6. TOP-LEXAN FOAM OR METAL -TAN ... p 1 4 I pL1 51 -- -- 4 6 2 7-2 52 _ - 1 I� �4 6 2 72 7. ENCLOSURE-LEXAN FOAM OR METAL -TAN --- --- - �}---`1 8. FILLER STRIPS-#16 GA. STEEL -BLACK BK-10-5 _ 9. COLUMN SIDE COVER-,y22 GA. STAINLESS STEEL-/2 BRIGHT ANNEALED 4 10. COLUMN BOTTOM PANEL-y20 GA. STEEL -(HEIGHT CAN BE DROPPED _ i 3 i 4 1� 2 3 2 N.P.T. NIPPLE FOR VAPOR 2 - 2 TO 10" VS 26")-BLACK BK-10-S RETURN LINE ON VAPOR RECOVERY 1' CONDUIT (3) DISPENSERS (2 PLACES) 1" CONDUIT (2) 11. HOSE OUTLET -ALUMINUM -BLACK BK-10-S FRONT (SEE NOTE #4) FRONT (SEE NOTE qa) 12. COLUMN CENTER PANEL-#20 GA. STEEL -BLACK BK-10-S BASE DIMENSIONS BASE DIMENSIONS 13. COLUMN UPPER PANEL-#24 GA. STAINLESS STEEL-RIGIDIZED & BLACK HIGHLIGHTED t7 33 $ --y v ' 1a _ 33..--- 14. COLUMN TOP PANEL-p22 GA.STAINLESS STEEL-#2 BRIGHT ANNEALED 15. CABLE OUTLET(S) (BLACK NYLON) do RETRACTOR ASSY. . fi cur t 2,r 16. COLUMN TOP COVER-METAL-BLACK-BK 10-S rb 17. ENCLOSURE SPACER -STEEL -(FULL HEIGHT IS PREFERRED) CROWNED FOR DRAINAGE -BLACK -BK 10-S 18. CASH/CREDIT SWITCH MOUNT-K20 GA. STEEL-BLACK-BK 10-S 19. DIAL FACE•-y20 GA. STEEL-WH-740-S OFF WHITE .u^ki I f t o v T tp `x N f e {^ Y p Pµn v r rn T,. .#-... +:. . f t. O :; 8 0 ". 16 DIA. (2 HOLES) 16 t6 5 DIA. (2 HOLES) 0 p > , 3 0 O 1 INLET 7 1 2 INLET (2) h yI 3 1 2 w -- -- - -- w � � W 9 I I 91 In 11---Ha-- - ----'c - - '13- 15 11 --_ -- ' -) ' -- __ 15 52 p4 61 I 5� p4 6t 1 i --- -- - 72 --- -- - 2 72 w 3 +�- '4 I 3 f _L 4 4 �+ 2 3 2 ---- 1 I N.P.T. NIPPLE FOR VAPOR 4 a� 3 � 3 - 3 RETURN LINE ON VAPOR RECOVERY FRONT 1" CONDUIT (3) DISPENSERS (2 PLACES) FRONT 1" CONDUIT (3) (SEE NOTE #4) (SEE NOTE #4) BASE DIMENSIONS BASE DIMENSIONS 17 33-1 TOKHEIM I' t4 '1 TOKHEIM r 33jB MODEL 242 nnnnFl �44 F HE DL3/389-IL/19 20. PRODUCT NAME PANEL-2-31/32 X 24-31/32 -TRANSLUCENT TWO PRODUCT ° ACRYLIC PLASTIC ° FOUR HOSES 21. JUNCTION BOX -EXPLOSION PROOF 64 22. PRODUCT INLETS) 11 IF]HIGH MOUNTED .,,. ,,-..non .-. ....,-, U oz caGc ry vas vcf4Z1 lunrc. vet vc of ttr_c uticT ac cacti v a!`f`GCGIpI Fi WAYNE MODEL DL3/387-IL ONE PRODUCT TWO HOSES LOW MOUNTED OCTOBER 11 1985 .1 11 ii ii II ii n I i I� ei "v� WAYNE MODEL DL3/389-IL/19 TWO PRODUCT FOUR HOSES LOW MOUNTED OCTOBER 11 1985 L 24. CASH/CREDIT SELECTION BUTTONS JUNCTION JUNCTION JUNC110N + + BOX BOX JUNCTION1t 25. CASH/CREDIT PRICE WINDOWS (.375 -.5 HEIGHT) BOX r _ BOx 9 € - 9 26. TRANSACTIONS WINDOWS ('SALE" $ "GALLONS"-7", "PRICE" ®5" HEIGHT} 1 t2 INLET - 4 1 2 INLETS l 27. NOZZLE BOOT -ADJUSTABLE 1 2 INLET - k a 1 2 INLET(S - 4- OR 1 4 WITH INTERNAL FILTER { "' 3j OR 3-L. 1 q 1 4 PRODUCT 'X" SEE NOTE #1 LOCATION OF INTERNAL TO PRODUCT "Y" WITH INTERNAL FILTER PRODUCT 'X" SEE NOTE #1 LOCATION OF INTERNAL REMOTE PRODUCT 'Y" TO REMOTE PUMPS VAPOR RETURN LINE ON REMOTE TO REMOTE PUMPS VAPOR RETURN LINE ON VAPOR RECOVERY DISPENSERS PUMPS' € PRODUCT "X' SEE NOTE ft VAPOR RECOVERY DISPENSERS PUMPS PRODUCT "X" SEE NOTE #1 t t OR 2' HEADER INSTALLATION INSTRUCTIONS 1 2 OR 2' HEADER 2 DL3/389-IL/19 & DL3/387-IL/19 A +S� 4 C�:. T i5 f s r �{'$ z^ ; '. .» , .4 ' , . ,''_ a•' ,. '.'P' .k'Yx ,: ' , , '.. 48 48 r f� 4 S s 1 24 24 ..;� F, { T . 45 .� 45 EMERGENCY VALVES:, .4 a8 t re 22 I 1 INLET (3) 22 I 1 INLET (4) 16 1 26 mo 2 2 1. CLOSES AUTOMATICALLY IN CASE OF FIRE. 2 , t 1 -' "'"� t 21 21 ' t i t6 DIA. HOLES (4) L ]_ I 16 DtA. HOLES FOR ANCHOR BOLTS (4) �13 4 13 4 - . -, 4; I �..- 9--�+--10 t0 2 9 -+I I r-- 8--++-10 2 10 2 9 -+j 2. IF DISPENSER IS DAMAGED SUFFICIENTLY TO BREAK PIPING," r $ 1 12 L 1 INLET 3 . �p , ' 1 t t VALVE DESIGN CAUSES BREAK AT OUTLET, CLOSING VALVE t 2 2 -� 2 {) .4 4 k , i THIS VAPOR LINE 7 7 7 7t ..{ I THIS VAPOR LINE AND STOPPING PRODUCT FLOW. I ) OMITTED ON SINGLE I I OMITTED ON 490/RQV * --- SIDED DISPENSERS , DISPENSERS 3. CAN BE MANUALLY CONTROLLED FOR SERVICE, ETC, I_ 1 - 34 4 t ' t I TOP OF ISLAND T 3 31(REF) I �----- -�-4�tII I -� 3�-_JI_41 1oiI.,J t 13 +--Er17 72 17 3 �-5 13 13124g a 4 4 ` 4 N Eh.S,Q. y - -`- - - - - - - - - - - - - - - - - - - -} - - - - - - - - - - - SECTION THRU BASE 1• USE UNIVERSAL JOINTS AT DISPENSERS TO ALLOW FOR GROUND MOVEMENT. SECTION (SPEAKER OPTION) 2 (REF) 3�51- I 1 ( I I 4 _j' �� ( I I I 1 10 I 3 I I 2. PIPING SHOULD RUN LEVEL, AVOIDING AIR OR LIQUID TRAPS. 1" CONDUIT (3) OUTLET 1 2 N.P.T. (MATH OPTIONAL 'I" 6 t" CONDUIT (3) h+- 1- CONDUIT (6) VALANCE (OPTIONAL)3. ALL PIPING MUST CONFORM TO ALL LOCAL REGULATIONS. 'x 1 t SLOT (4) t+ 3 (SEE NOTE ,/4) 47271-VAPOR RECOVERY MANIFOLD ONLY) BASE DIMENSIONS 1 BASE DIMENSIONS (SEE NOTE #4) 4. CONDUIT TAPS SHOWN ARE SUPPLIED ANY ONE OR ALL MAY BE USED TO MAKE 4 2 BASE DIMENSIONS (SEE NOTE t 2 SLOTS (e) � ELECTRICAL CONNECTIONS TO DISPENSER. , "* VALANCE (OPTIONAL) 3 ' x 1 1 SLOTS (8) 5. NOTE INLET PIPING HEIGHT VARIATIONS FOR DIFFERENT MODELS. 4 2 (PROVIDED FOR ANCHOR BOLTS) x __-__-__-__-__ __-__-__-__-__------- 6. MINIMUM RECOMMENDED PIT SIZE IS n' X 23'. 7. ALL DIMENSIONS ARE IN INCHES. 8. FILTER(S) TO BE INCLUDED (PER SPEC NO. MO-1000X2). A MINIMUM OF 10 INCHES A MINIMUM OF10 INCHES ' CLEARANCE IS RECOMMENDED CLEARANCE IS RECOMMENDED 9. DIMENSION FOR SINGLE SIDED DISPENSERS ARE IDENTICAL TO TWO-SIDED, BETWEEN THE TOP OF DISPENSER BETWEEN THE TOP OF DISPENSER WITH THE JUNCTION BOX BEING ON THE NOZZLE SIDE. a AND ANY OTHER STRUCTURE TO 1 AND ANY OTHER STRUCTURE TO - i; ALLOW REMOVAL OF THE VALANCE A MIN IUM OF 31 ALLOW REMOVAL OF THE VALANCE NOTE: I. �.� AND TOP COVER FOR SERVICE, CLEARANCE IS AND TOP COVER FOR SERVICE. " `'" REQUIRED BETWEEN 7-1-89 CHECK OPERATING LEVER FUNCTION AND CASH/ CREDIT BUTTON OUTSIDE DISPENSER SURFACE COLUMNS CONFIGURATION ON WAYNE 390/490 DISPENSERS TO AVOID AND ANY STRUCTURE DIFFERENT MARKETING CONDITIONS. CONSULT CHEVRON REPRESENTATIVETO ALLOW 2. WAYNE WAYNE - OF SERVICE PANELS, WAYNE MIXED CONFIGURATION AT SITE. A MINIMUM OF 3 d CLEARANCE IS - NOTE: REQUIRED BETWEEN o MODEL 95 MODEL Cam' MODEL 95 ON OUTSIDE DISPENSER wi 13 SURFACE COLUMNS 390-1L/19 i 390-IL/G 1 490-IL 19 Frederic R. Harris, Inc. + AND ANY STRUCTURE] A MINIMUM OF 3� ■ e3oo N.E. First Avenue REFER TO SITE SPECIFIC PRINT OF PRODUCT PIPING AND TO ALLOW REMOAL FEB. 2, CLEARANCE IS w nc Fort Lauderdale, FL 33334 ELECTRICAL TO ASCERTAIN THE TYPE OF DISPENSER BEING , 1987 JULY 29, 1988 JULY 20 198$ OF SERVICE PANELS i REQUIRED BETWEEN � � CHEVRON SITE NO. CP8902-27 INSTALLED AT PROJECT SITE. z v x OUTSIDE DISPENSERMIDWAY y r z PROJECT NO. 01884 59 STREET z-^r ELECTRICAL JT AND ACE COLUMNS z ' x ST. LUCIE COUNTY, FLORIDA JUNCTION BOX AND ANY STRUCTURE ANDARO DWG. SPEAKER JUNCTION 8OX TO ALLOW REMOAL JUNCTION BOX JUNCTION BOXES (2) (OPTIONAL) OF SERVICE PANELS, I _ _ _ _ Chevron DISPENSER CONFIGURATION 1" N.P.T. VAPOR LINE(S) f/'+ U.S.A. 1" N.P.T. VAPOR LINE(S) VAPOR RECOVERY r 1O B r r 70 8 5 ( (490/QV REQUIRES 2) Chevron UInc. GENERIC INSTALLATION 3 r (390/Q REQUIRES 2) MANIFOLD Marketing Operations 5 8-- 1 3 9 5 I (390/QR REQUIRES 1) (OPTIONAL) rt_r'cc===c===� _ ______= 1 3 ( - -- 1 3 _ _ _ (490/ROV REQUIRES 1 4 - - - 3 4 4 - - INSTALLATION INSTRUCTIONS 'r EMERGENCY VALVES 3 DL1,2,3/390-IL/G (SERIES) a4 O h # rh 9-27-89 ADDED CLARIFICATION SCALE: NTS DATE:3-?'j- _ i EMERGENCY r,ItLVES (3) () 1 CENTER RISERS =___== EMERGENCY VALVES p N 7r DATED 7-1-89. 1- HEADERS k , ,I , 1 _ ^PROduCT ti,.x. ® -t DR. CoR CH. R APP. I 2 a • ,'r 1- HEADE*5 4 `. ' _ INSTALLATION INSTRUCTIONS 1 PRODUCT "Z" SEE NOTE 1 ) ;. " 4 1 PRODUCT "2' a 1 To cr "t - , 1 1 TO - p k, 9„ .,, 1 7 TO SEE NOIS #1 F"OTE? .., 1VOT k: DD1.DD2.D03/490-IL/19 SERIES REMOTE PRooucr Y` INSTALLATION INSTRUCTIONS I REMOTE PRODUCT 'Y PUPS CT "Y PUMPS :053 MPS i s , . PRODUCT "X' DL1,2,3/390-IL/19 (SERIES) Ai v ., (PRODUCT X" % E-1 %-000-000 OFFSET RISERS r .. ` j.'}ry" _ xT4N. �' JAI T Pt Vf, �.Illl Cttl LrM44 A��Ifj� a *-;,45 i P� -AU"40 0 Ek j NMI Z, ",7 400 iMU 40, �4, "y t It i ki , ;e"e, to tit 'T 7 9,77737MD " mr XCEPT XCEPT Pill 4", C, V�,'A y., I -Y -VkM '41 "1 V*141 "Al ONNECTS, WHERE REIN jg, LY m VIP M 1 11 li5&I 3 CEPT -M FOR J, -NT MENT. ` Ak� Ot,, W 66"ott, 4 Oo N rg al MAI!, AVI . ''I - R kA W, RN 11 NMIM 3-g j" -141X W. -�ft,7, G ll—�,, 1 11 . I , " z tl —1 117 V, 7,cll tll AM W, �n "A:" t R"U Z Al�,�-,t M P , �Vol "AW TqN tt 14 k 7 1/2 COND. TO PIT 1'W ( E ;7y �. # r .,.: ,''p. �w $�T(J9- El W/80X CW (3 / 4 )rtwN CW 7 �'�' } a:., s ` 1Ll P4-9 ) (P4-9) 14 20 \ (1.4-9) F� _ ❑ _ -- - -- 'P4' PANElBOARD �. _ � -- Q iP, 30A. - DISC. SW.1 / MENS 4 (P44(-111�) RM (P4-8) (P4-8) 1 (P4-12) u ® 4 W NEl UTILITY (P4-14) P4-18) {P4-8) (P -6) (P4-21) P4--16) (P4-12) I � 3P. 30A. DISC. SW.--- (PM2) A. M (P4-15) (P4-17) (P4-10) STORAGE 2) 3/4' 0 COND. W/ (14) #14. KILL SWITCH AIR SWITCH (OPTIONAL) PANEL NO. P4 MANUFACTURER: GE BREAKERS: PLUG —ON TYPE THQL. 10,000A RMS 175 AMP MAIN CIRCUIT BREAKER SUPPLIER: POINT 8 POWER UL LISTED INTERRUPTING RATING MINIMUM 30 7/16"H X 14"W X 3 3/4"D TYPE: TM CIRCUIT BREAKER LOAD CENTER & INTERIOR: CATALOG NO. TM30415C 120/240 VAC-3T-60 HZ ( A ) LOAD CENTER — 30 SPACE INDOOR COVER WITH DOOR: CATALOG NO. INCLUDED EQUIP, GROUND BAR KIT: CATALOG NO. (2) TGL2 AE3181117IOR UT. ARM - VOLT - A S CKi.ORKR. DESEBNATION 0. PAA�EE Be OL NAfI! SERVES SERVES. LOAD A 8 C LOAD NINE POLE aNP PANEL C[T DIY! SPACE NO. 1 1 30 3 #10 CAR WASH EQUIPMENT 2640 4672 2032 5 HP AIR COMPRESSOR #10 3 25 2 2 3 2640 4672 2032 RYKO R7B 4 51 2640 4672 2032 1 6 7 7120 1 #12 BLDG SOFFIT LIGHTS O 950 1630 680 RESTROOM LT.FIXTS.& FANS #12 1 20 8 8 9 9120 1 #12 TUNNEL HID LIGHTS 780 1860 1080 BUILDING RECEPTACLES O #12 1 2010 10 11 11120 1 #12 WATER HEATER 1650 2730 1080 UTILITY & STORAGE LT. FIXT. #12 1 2012 12 13 13120 1 #12 ICE STORAGE BOX RECEPT. 1800 33001500 UTILITY ROOM HEATER (OPT) 3U #12 1 2014 14 15 15 20 1 #12 MEN'S ROOM HEATER -(OPTIONAL) O3 1500 3000 >< 1500 STORAGE ROOM HEATER (OPT) 3U #12 1 2016 16 17 17120 1 #12 WOMEN'S ROOM HEATER -{OPT) 3O 1500 3800 2300 HAND DRYER MEN'S #10 1 2518 18 19 19 20 1 SPARE 1920 1920 SPACE 20 21 21 25 1 #10 HAND DRYER WOMEN'S 2300 2300 SPACE 22 23 23 15 3 #12 CAR WASH WATER RECLAIM 1020 3145 2125 CAR WASH SOFT WATER RINSE #10 3 2 24 25 1020 3145 2125 RYKO EV-11 (OPTIONAL) RYKO RAINMAKER (OPTIONAL) 26 26 27 1020 3145 2125 28 29 SPACE SPACE 30 TOTAL CONNECTED LOAD 17097 7817 907 CALCULATED LOADA, BUS A 17097 ---- BUS B 7817 BUS C MAX LINE AMPS 175 19� 4'J 39j TOTAL (HIGH �) I nro l ll AnTrn n 1r„r PANEL SCHEDULE NOTES: 1( 1�. PROVIDE HANDLE PADLOCK ATTACHMENT, GE# THP100 USE GROUND —FAULT —INTERRUPTING BREAKER, GE# THQL1120GF OWHEN 3000W HEATER IS REQUIRED, USE A 2—POLE, 20 AMP BREAKER. OBREAKER PANEL MUST BE GROUNDED WITH SEPARATE GROUND ELECTRODE PER LATEST REVISION OF NEC 250-24—A. LIGHT FIXTURE SCHEDULE SYM OTY DESCRIPTION MANUFACTURER CATALOG NO. LAMPS REMARKS 6 WALL MOUNTED METAL,HALIDE APPLETON G—WM 330 —MT ONE 100W SUITABLE0 LOCATIONS, CA ALU U IP RU GASKETING SEALS BAK D ON ENAMEL BRONZE FINISH. 6 RECESSED MOUNTED WHITEWAY SMER—I—HD FLUOR0SCAt8 WITH COLD WEATHER BALLAST. �z�_B' FLUORESCENT2 RECESS MOUNTED LITHONIA 2SPG 2U40 O 40 W: U EFSjiL ENERGY SAVING BALLAST 3 SURFACE MOUNTED LITHONIA EA 140 AW 1 1-430 MA-4 FLUORESCENT ALUMINUM HOUSING, ENERGY SAVING BALLAST C CONTROL SIGN JUNCTION BOX CUSTOMER CONTROL SIGN (BY OTHERS) PANEL "P4" CW 6 15A. FUSED; DISC. BY GEN. .P . CONTRACTOR. CARWASH RECLAIMER (OPTIONAL) (BY OTHERS) CW 15 WIREWAY CW 19 BAY SWITCH I 3/4" C. FOR CODE —A —WASH It TO CASHIER AREA; MULTICONDUC_TOR CABLE 6 PR., 22 GA., WITH 22 GA. DRAIN WIRE AND OVERALL FOIL SHIELD, BELDEN #9306 OR APPROVED EQUAL OR 6A 3/4" C. W/ 2 #14 FOR CAR WASH EMERGENCY STOP ONLY. 3/4 C. W/ 4 #12 rTC CONTROL CONTACTOR. TERMINAL BOX (BY OTHERS) INSTALLED BY GEN. CONTR. CW "I 4 / KILL SWITCH — 1 /2" C. W/ 3 #14 TH WN TO PIT t)l urs UP FOR COIN — wpa,y��"�, BOX. 6" ABOVE PAVING R i...� Ji., . rtr k ELECTRICAL EQUIPMENT INTERCONNECTION DIAGRAM�ri �+ N NOTE: REFER TO RYKO EQUIPMENT SCHEMATIC DWG FOR 777§ ENERAL NOTES+ ELECTRICAL EQUIPMENT SCHEDULE,`',' SYM OTY DESCRIPTION MANUFACTURER CATALOG NO. MANUFACTURER CATALOG NO, REMARKS 1 SUB —PANEL P4 SEE PANEL P4 SCHEDULE C 3 FUSED DISCONNECT SQUARE—D 35 AMP 3P+ N N MA IR NCL P OV & INSMERR C 1 AIR COMPR S50R W MOTOR STARTER SAYLOR— SOC-751 T VERTICAL TANK MOUN ED, 120 AL ESS LON HUR FOR 1/4 U C V— _.... _ _ r — H 7 H P R C 2 BATHROOM BROAN 505 VERTICAL DISCHARGE, 60 CFM 4.0 SONES tt 2 WALL HEATER SURF.MTD.HOUSING DAYTON FAN FORCED, CHROME FINISH, 1.5KW, 120 VAC.194 60HZ, 1.65KW GUVI INSTALLED & WIRED BY GENERAL CONTRACTOR PTIONAL 1 WATER HEATER DAYTON MIDGET, ENERGY EFFICIENT, 6 GAL., 120 VAC. 2 TOU CH BUT ON HAND DRYER BOBRICK B-709 115V _.-- 115V, 20 AMP, 50/60 Hz, 2.3 KW, COLOR: WHITE 1 WASH BAY TERMINAL RYKO 1a BOX INSTALLED AND WIRED BY G.C. i 1 EV—II RECLAIM PANEL RYKO INSTALLED AND WIRED BY G.C. (OPTIONAL) t w RAINMAKER RINSE 1 •(ST M RYKO INSTALLED AND WIRED BY G.C. (OPTIONAL) \21211 FROST PROTECTION TERM. BOX. W/THERMOSTAT RYKO INSTALLED AND WIRED BY C.C. &OPTIONAL) a c� 0) DO 0) ' N O 6 O O rn w F— w w JUNCTION BOXCn (PROVIDED BY GEN. CONTRACTOR). AIR SWITCH 00 N COIN BOX M S o Minna, INTERCOM CONDUIT rrvl\r\ JrlF1LL or- II\JZI1ALLtU IN AUUORDANCE WITH -N.E.C. AND '7 , ALL APPLICABLE CODES. "P4" PANELBOARD, WIREWAY, CONDUIT, JUNCTION BOXES & WIRING SHALL BE FURNISHED & INSTALLED BY GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. ALL ELECTRICAL EQUIPMENT IN WASHBAY SHALL BE WATERPROOF, CAR WASH EQUIPMENT TERMINAL BOX, MOUNTED 10'-0" A.F.F., 'URNISHED BY CAR WASH MANUFACTURER & INSTALLED BY GENERAL ONTRACTOR. GENERAL CONTRACTOR TO MAKE ALL CONNECTIONS VITHIN BOX PER CAR WASH MANUFACTURER'S DRAWINGS, 115 VOLTS RUST BE AVAILABLE IN TERMINAL BOX; IF SUPPLIED SEPARATELY kLLOW 15 AMPS CAPACITY. CAR WASH RECLAIMER (OPTIONAL) FURNISHED BY CAR WASH 1ANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL ;EQUIREMENTS: 30, 230 VAC, 15 AMPS. 3EE ELECTRICAL SCHEDULE, PLAN, AND EXTERIOR PIPING & ELECTRICAL LAN FOR ONE LINE DIAGRAM FOR CAR WASH CONDUITS, CIRCUIT UMBERS, DISCONNECT, ETC. %LL CONDUIT INSIDE CAR WASH TO BE PVC UNLESS OTHERWISE EQUIRED BY LOCAL COPES 7. CAR WASH TUNNEL AND EXTERIOR FASCIA LIGHTS SHALL BE r CONNECTED TO LIGHTING CONTACTOR LOCATED IN ELECTRIC CLOSET AT C—STORE. 8. GENERAL CONTRACTOR TO VERIFY WITH CHEVRON ENGINEER FOR THE INSTALLATION OF THE AUTOMATIC' ATTENDANT OR THE AIR SWITCH. 9. GENERAL CONTRACTOR TO VERIFY WITH CHEVRON ENGINEER FOR THE INSTALLATION OF THE FOLLOWING OPTIONAL EQUIPMENT (SEE EQUIPMENT' SCHEDULE BELOW): CW CW 19 & 10. PROVIDE FOR OPTIONAL SPACE HEATERS IN MID —ATLANTIC AREAS. IF ELECTRIC SPACE HEATERS ARE USED, SEPARATE FUSED DISCONNECT `c SWITCHES OF PROPER SIZE SHALL BE.INSTALLED. CY ELECTRICAL STANDARD DRAMMm Chevron CAR WASH Chevron U.S.A. Inc. ��- Marketing Operations ELECTRICAL DETAILS AND PANEL SCHEDULES REVISIONS 120 240 V, 3 A SERVICE OREVISED DRAgRfdEQUG TO SHOW 'RYKO" CAR WASH IPMENT W/ AVAILABLE t SCALE: AS SHOWN DATE: OPTIONS. 1/15f88 DR. G.R. CH. (,N APP. RIJ COMPLETELY REVISED FOR Z �1987 810 PACKAGE `/ �--- � � � � � � � �: � 2 � ' I '0" ConlrAlnlMEnVTWA[LS d;Kl FLAN 3/ 16`-1'«►0'� r SYM. ABovr WrIvIll tu tu CiRoUreD ,,0„ �9b CELLS �l6"O.C. 2 Q 47, iM \� a em is 310/1 3�o„ 7'NOf'oSEAL PLASTE.e l /NS IDE FACE OF W44 K 1,6 w,/wwA-6X6 /ox10 M�- n r i1 n zii • I • I N1 � 1 � � � I I F �� � Ofw`bl I � � • I � � ,U. V(OLUNIEL OF CONTAINMENT STF�uGTUI�E".,: r IeEQUIACED VOLUME = l.Z�✓OLUME of 14R6F57' 7'ANk> 1 42(16,000 V/) _ /9,700�0%• TOTAL ,AREA of CoNTA/nIMENT .5TRucrc1RLr = 1495 s .,.; ' AYPER OF OTHER' TANKS _ GO3 5 A1AIIA&C CoAl' rAli✓MA,5 892 sf AVA/LA3LE DievrN 3_0 „ e w it ti ConlrA/AJMENr VOU)Mg 26776 cf = 20 0/8 gal f k ._ ✓: a .'- -» «a � :... - .. ei it k't "'`�i.c��. ` x