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HomeMy WebLinkAbout31400 CASINO DR_ 97-1150lr 0 o, a Nr J r' PARTS ar•e36T12teoRSweomAaan O 547E MAWIVG ?d40035 FAA!aWMV4447BlackAnodizedAluminumIStainlessSteelCladding1•r4m3naxswwLum Face Retainers Part p2642201 (Shlp loo" Mark GM Pert No. Quanl. GM Part /411110 Clkjamb= 0046 ©p3ta atrC. 3sltiae roll WWNO NACIIAAQ (/LL a0'G, raMap a0R WIRQN3 j I j taAUAM:1.:AM EACK FOR "* 11LAWS ., sAUAM013 AWS AC IM * WLAaS aALLAM I.AWSBACHFGR44Ir LAWS 3LULA8e2.0Ahn ]RACKPM64MLAWS - Division Insignia and Copy t - S . lee t Panel Hinged for Service . .e. A40A10CW4W 27.I.e AWS -ISAWS .I.30ASRCRC RIa: 3%3.OAMPSP4.OAMPS 2142080 1 Ippor Product 81 box t40 A00.3 ape CIRCtU PORIWATCR: I4eAso. 3WWI! CIRCRf PORaorA7CR: 1 IE I 1 f ° ioP L1 . °atort°w!tUpperProductSignbox Assembly 2140097 . ..a e r Hd,tSol MM: 1ooWVTHuaAdo+GS: 4 3140012 :0 l4'H$,}kx'NLIi I Stalnleas Steel Cladding zslw • anAUATM SBLIWa 8 °a a el Ship loose tMN - COI AANCIAWM ASMALY nETAU 3soMAEMPOMATn0EMOS 2840054 Bolts 1 36410 .LMECOVERASURA r Escutcheon Left Face 3n su-EL CTPJMDWAt3Art0 WrAU 1 Nyf i 3st wabgotAMM- VALMOWrmPCntICOoPQUDLIW 2840550 1 0l, i Col. Clad' AtIAsaY -4ct aelrALLATatrlsW3ftorANDSAfe AsIPlasticFaceSpliceI -w o mAmarmumeTucco.owns rEscutcheonCenterFace _ --- _ - _- _._ _ .- -.- . ---- - - - --- --- -. - .. 3 30 1 LIr Assy. -- - -.. - ® 28401% 4 Ip Hex.Nut I I - Mounting Plate #2840805 Ref.for INSTALLATION SEQUENCE 28400M ail S Lock Mashers . non - rotating Logo as req'd. (SEE INSTALLATION MANUAL FOR DETAILED LNSTRWTIONS) 1 1. Install foundation and anchor boats for columns and base ewer In' 2840815 It IQAWPXkig6 accordance with Dog. 42/40380 incorporating electrical stub-up. 0045 2142201 1 tainisss Stl. SI bes2. Connect cladding support brackets (Part #2148855) to columns using0045 (2 *3 /M Molts (Part 02040881, #2840214,1. i #2840083). See Dag. 2842202 2 taialast 8t1. SI nbox g n -#28405111 ter leostisn of brackets. _..._ ..._. .._-- - -.- - -.. ©// - slue fRef. line B 0 3. Erect one colon Moidnnt #2640571 onlower nuts.4ttach a cress mntbsrs Midst. #2840575) to Column in temperary J Altentale Z34po _!. ]icil.Lrh 1 position as eMma is fiat. 3/086 4 40551 On ilwg. '0260851. Attach Loge Support (bay. #2140574) to Colon. 2, ealer Naee Panel Hinged IlalaS wets senioritaidte and Lop1upp9rtAsay..as guides, erect second Column (Aesy. #2840571) at Correct for Service c.c. spacin j. See Kay. #2840580. t I 004 J ao46 Lower Product Signbox Assembly 4 (mwa4"and plumb aoluans end {rwt under base platen a6 per Sect•ien 1/1845. 2842333 2 Escutcheon Center Fat 1 / i 1 ® 5. Beach ap oltb Nash picot 00im flapps, fleep edges,'. E 2143 2 0 x ap+ross members and signbax as necessary. O 18f. line A B. Install roper cress mn*sr aver (Assy. 02141{23) and Upper cress 2840400 1 Bast Cover Assy. member clm*4S (Part 02148597). in temporary peal tiny. Mater toawg. u4m hr Col= Sad Claddfa{ Beta41s. 2140 4 r N Axes. Zf =- Escutcheon Right Face Assy. 7 lostall lower cress member toyer (Assy. 0284M21) and lower trees .'. 30 #IQ Rex NUL. Part ® 284"S1 / . w IldNeeh.BoreaV 0045 mnber clodiling (Mays #2140804) -in Tens. Position. Refer to Dog. id I i 11126408150 for Dotal Is. 2840462 12 Square Nuts I 066 i O I. Erect Loner ttodoct lignbox (Assy. #2642230) on columns. Connect 2846417 2 - Std. aide F,41& II Rotator Asst #2840051 for rotating parts with 8-# M.S. dolts (Parts 02840026, #2840102 i #2640103). - I erIrI, Logo as req d• Torque to specified proof IoM. Lego Signbox (Dealer's option- Rotating or E Non-Rotating) Assy. ® I. Erect Upper trodoet Signbox (Msey. #2142060) on Loser Product Signbox Assy.#2142230. Connect /arts with I-W 41 -S. Belts (Parts 2840x4 4 13 Skt. Hill. Scree, C 4'- 1Ciquaro Ref. N2640o97,#214MB2 i #264003). Torque to specified proof load. - E x r' IF. Jaw amd.16I CC` lbomoet appr No Inner siplass'eetq: a /ng splice plates 2042205I Initb %" belts. Bee Vim 1/808 ad Section 6/0045. 10. alnstpll stainless steel cladding (Part #2142201) on Signbox -- li COIUM and Cladding Assy. ® (ASy; 0214200)' O -- i' ? -- - - - - - -- - (See above dwg. for Assesbly Details) O Touch -4I paint, black11. 4t4ta14 Center Eswtcllboe CIat1Wp{ (het 0284 M1 to Part #z M7fs;See See. 4/0045. Installt --- _ - - - -- - - MOW- Morlar nim clsddise (Pert 02146W-- Touch-up paint, arer 12 In•hll Up 8igebsx (May. #2143@50)miid arttntleK plate (het 126405719) - r^ A + ^ x FIex.eonnaettr uoiumn Face Marked '1111" 'for a•n- rotatl La Inst!'1 Loo SI Y + r ACCO gColonFaceMarkedA - h p. { gebox Keay. #2143/80 to Rotator p r THI''r ,Inl[tE •.,T. Neel. #244MI) ft :ntatiat Lop. Use 4 S.S. 001 ti farts Itas e Ii li V2148MI. #28441961 0214003 for cteectlen. A 4' wire food is provided j'L E 'Alter 'LBXBOKConnecton, II mist-of Logo for eateseion b jueetlee boa. !bread tilre.Sappar" r. sue ; , 4. uJ WFO't /•OSt Ipards..9ee'3ect- 4/bo/s $. Det.A / ©035. 4 f:. 133 3 10 W&9F%er nstalI 1 "EMS oo uch up Column Flange Faces with 6 X. V t I gqp M poly y shied Claodisg for 5 TTO eeiel black paint. Refer to 13. IRaist upper erees memMr (het #21/075) to floral pesltlen. oehindiCl service to stallation Spacs. t. Ref rMppsd Adjust f•It of cress m dar cover and sledding joints and appr ns aE'is -D th sign) srops,eembor.•cuser.'i06it i9 M1aee..Sne Sec. 2/050 1 3/050. CJY OF LA!'` [.SI,'ORE 300•oo?d 38 E.M.T. Ilusinatod sign boxes Install upper Cress Member Cladding thnv.#2 '09021 t,- M8LN26 1'.q r' Rol Cup l A325 . . Gark_- A525 81. '. G t M. C e304$S Nstura • yps 3043S black Bee 1wn- #214050 r • r t 1 laic ' 804• !Nek" lane Sec 42"aw tI. S ec2 -5&4 2I. Spec 1 -Sa¢ m173MV IIV kcalroaea I 14. Instal l later Interior column cladding (Assy. 0264014) and raise a, l3 264001121 -'b j ix3yli SNmnHd.Bolt A325 "':'- GBiv: " j Isar cress aMor (Port 0214075) to final position. Adjust fit ' 2Q40102.._ a 7js H- S.Hex.Nut A -325 GsW. rot cover Be column flanges and cladding jobets. Gooleto cladding corner attachment per detail A/0W. 7 (hm A•325 Gtiv. ' I 2$/0103 8 D :PIaIn Was M_ 15. Extend electrical service Yp the talon In ENT eegatulit. loo Meal! A/MBB , li hnf ospmtiaa et •nrh mmi, context piwtr cirsa lb 690O 04pb•tns at O; _ 290851 ,4 1N5X I'1e He+I h{d. Bolt A 307 - GAIN -_.. Malbt.pneNw140 ow aI'rane • 1 .. s «y , j NOte io•O flaw Corer A" 02610400 Qua7ttitie8 Shown Imbrwket.SC )are for ref. only. Qslgw4ftwowtsY•C • of r..,..'- P4 i have beer specifiedonnrathe3•dwa. See Remarks mlvm+l. 141- 11- ouch up Bray Textured Finish ep tinsity slid ground. COPY I916. Test ell electrical airoafts for tiA oQO <s I © © (Patel shipped with sign) Caulk top joints 17. Install two Esceteboon Faces(hrts 6'2442331 S 02142332) Then install m• E OG two Escutcheon Canter feooa(Part 262333). US Sections 4/0046 aid S/ -- --•-- c i os i - -- --- - - - - -- I PLA I ft "'ARTI lFO AP VALN-NEMA iR Pull Box 11. Apply Eswtoluea 6atslN Claddin {(Atxay. #24411M)ewd follow CINIFORATE with 'Product Sign max ljiN C1 4ing #2642202. s,cm L PB _ bot. of _ - - -- 1- ' See Dog. 02645650 OR 2DfsLfo , _ --- I A Add d Rv3bfor 6c/ 4: 2840036 © '11 Instal l Exter•lor csfomn Cladding (4931. #264 M1). See l.big l twee ow °.cn°so.ara'a"°r tgas °`' cn Ao. nd4)leddingMxl.4214M55M. 1 2i M I , aw.we•.aa snrw.r•eMae RI id • ectrical conduit ;i ' I I I 20. Cum. teaslflamps Parts #2140Mus-in;(W /400I3OWBe Its (Parti I... JGIA C` xp° ISEeldentHyDept' GtreralMelonCap" 3014tNed3lorld &vd.,D•brol4Mkh,41 g I II 11 d,ll{1 II t9 TO other sips as required 0!/4141, 021488* i #214@{13). Sot Owg. #2140550 fer dots IIt. uww..car.can.eta a re.rr.0 . oaa.K•.sww.e r lastsIle Ion Sptcsc Electrical! - -` ii _ij'` i' i_ 1 ;21. Into II Stan near (Any. 02f>304M1. In Dig. #264040 6011 Is /uh• 'r` { j' 1 °" i" °ri2t30if2d0e1a'Awrwr oW I... Y. Dog. 02145150 ; -- tAttsch f>aee cover CIO" flanges uai6g Part 02Npx+.i.M0679. L'_ -; •w.s,--- -- -For Foundation sad Anchor Bolt D•tslll D0v49. 28449000 ----- - - - - -- i3ee Section 4/050 for datalla., • I K ir"OGdCG J 14d9 °A' ' ' Fie EM ft OW* see dug. 0211010 22. .Cwlk'4op j }lots.bmtv"n Mw -°i or and colon as"mbIV I I n.pawatorawae ap,MeM aa -245c Cgu &4j27WLLAr10Af 23. 7- m1@ M 1300 muse inside trey aM9,10FO(eled:4006 ai R.'- ,::- _ , ` oRAw•as mu 1.rwwrwr • PAer Na .2840020_ _._. L ` i n` -`. D 3TALLATION. aE'I' JU a•• Soo /Q: •,•o __ w -r' 47'0 MCiuWMNG ,}' rrGs- r o -rp -70 anamsar 6aisma S{ I _ 55 Par DIIS1opf 284002, ti ,. -+ U. / . ,-` - .....w...... 1r+.u. _ _..J .Y.K._ . . .. tL 1W ki ..°ha. .a :. r rl. L3Lr • * '1+7Aic rl...:. 4cgG< `'- -^r'- ....... ._ .... .. 1O IM6'E AMI OOIN1,MyN 1'ZIwIM6/ AoAtll i /N' !OI! Tt0 Qtr 1t14 1 mkt iii black Aliodii" Aluminum fai; a ketaioe-s Stainless Steal C Iaild I 11it Part H_jff__fV_j_Q (:)hip 10000 Atta,h wif.h %—re.wz ii -0 4AV%Lj 1.4115.herJ5 UZ-0.4—c"M S I gnuo I Assembly 028434001 Shorn raised lioni li II Col. for Clifity Stainless Steel li Cladding b II II Part 02844401 Not. PARTS LIST Signbnx Assy. Mark GM Pelt No Quant GM Part Memo Romarlis 112643400 2844114 c) 0 1 Signibox Assy. Column foldment A I/" H.S. Bolts x 2kjioi%- Fie Nd• AJZSC-0 Ii aboi-MISS Ste; lei li qiim Mamie 56C7/ON d7zi44 Ar ASZ'Y 4q4r-Z&43*50 R'A AS A-5,30MOLOD SEE INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS) 1. Install foundation for column in accordarica with Dog. 2040380 Incorporating electrical stub bp. 2. Erect column (Asby. 0211444111). Level and plumb column using shims Part 02111441112 a 02844413 40 2844416) ArA groat as islio-" OA DMI&A140060. 3. Er4d Signirom(Ass'V, 2S43400) an Cotuxim using 4- le III N.S. holts(Fart 09640100, 040162 409414DIIIII). Set Installation Specs. 4, [stand W-ir eltttrirai ItizoL from Inside Signbox thru rigid conduit dowit 2-#12 We Sign box Issue to unilet box. inside Tube. 5• Install 5.&CIi&dAing(0%041;9I) gr di9"b0A:Aj&'V.0164J400). 6. Test ail electrical circuit& for r•,•tinuity and ground. 1I I 7. Erect tscutdhsovi. 4cladding aih&rn1;tj.(Phrt *2643450). o umn is dmsnt 2844401 a. Touch up black surfaces of Signbox and column Is necessary. M A5 0., 15000 Of V .. PCco CL,0,1 O 1&• R&TILNOI5141Dtd0ff MMAWWONUMPCRWMMMAGRAM n-vernsaimWIDLAWS I - IMALLAIT KIR 13 • W LAM $ 3.50 AM ZAGI DRAWDO dM4SM Post WMM DIAGRAM 1.30 AW CWW 91 %1.10 AWS - 10.50 AWS MJT: Use With Dog. No's. 2640360 Foundation Details 2945910 Electrical Feeder Installation 2848810 ri,a f Wiriny Diay,,wim - Valmonvi k0f.0-M Eleci, kVlrl;V DA"rdm - bt.ynctek Co, I x -i N! A5 s A.. 111 r Z114U11" 11AAi1i donsaw"W deseirp`44fta`W& r See Owl. 2644400 C0,11AL ECAI S<4 OnU4. PO2845850 r cox 1N.5rAA.LArA0N Golks Dow Daaareean a w,rwsn EM D, pti A06 aawasw Ne. &aiwn" W ft Corporate Mierittly, Dept, General Motor Corp.. 3WA Wed Grand Blvd., Cwrelt ills, ifij A. V. 41-jr gr_-Txespv u"Or"N& "a M" Be. a" YOU LOWN ft*ft qPU4-4 V,4,m,) 55. 44-41116. it A114 WWfAr IWit IUtPTALLAj10u5 PLACE OF u IN=- AWAY 1 =RRCTM Grout after Column is plumb. 92 Yll I 177". 14=1 PAP "MawArn 501111 /A01Il1III111 r To other signs 88 required R12id electrical s6iii, conjull Ste flectf ya I installation SpG5 Fcr foundation Detail!, M A5 0., 15000 Of V .. PCco CL,0,1 O 1&• R&TILNOI5141Dtd0ff MMAWWONUMPCRWMMMAGRAM n-vernsaimWIDLAWS I - IMALLAIT KIR 13 • W LAM $ 3.50 AM ZAGI DRAWDO dM4SM Post WMM DIAGRAM 1.30 AW CWW 91 %1.10 AWS - 10.50 AWS MJT: Use With Dog. No's. 2640360 Foundation Details 2945910 Electrical Feeder Installation 2848810 ri,a f Wiriny Diay,,wim - Valmonvi k0f.0-M Eleci, kVlrl;V DA"rdm - bt.ynctek Co, I x -i N! A5 s A.. 111 r 10 16.7•144 1114 1.)W4• REV, I I I I l_ I Z114U11" 11AAi1i donsaw"W deseirp`44fta`W& r Soo 115CAJ P s C0,11AL ECAI Golks Dow Daaareean a w,rwsn EM D, pti A06 aawasw Ne. &aiwn" W ft Corporate Mierittly, Dept, General Motor Corp.. 3WA Wed Grand Blvd., Cwrelt ills, ifij A. V. 41-jr gr_-Txespv u"Or"N& "a M" Be. a" YOU LOWN ft*ft qPU4-4 V,4,m,) 55. 44-41116. it A114 WWfAr 65 Icisio OS /ON 92 AV-9Wj1*' J1UJVayW 90,01f AdtAt 14=1 PAP "MawArn 501111 /A01Il1III111 10 16.7•144 1114 1.)W4• REV, I I I I l_ I Soo 115CAJ P s ECAI Golks Dow Daaareean aw,rwsn EM D, pti A06 aawasw Ne. &aiwn" W ft Corporate Mierittly, Dept, General Motor Corp.. 3WAWed Grand Blvd., Cwrelt ills, ifij u"Or"N& "a M" Be. a" YOU LOWN ft*ft it A114 WWfAr 65 Icisio OS /ON Ad I Chilmn CkoWy t 1 4'V. : I orout" 1. 10-991r M 6 117/ 1 TM' ;7-1W*fliVW0S w. A= T- 160-P-.3-5 . I— [ . . 11111011 j... 4-11411OM401 1OW-35,30,Z5 't -7-04010 AK405 ca rme 16O¢AA40,' Wor 45_5o -6 Tib 4•04-Wli IW 4/3 ASDF• 50 7- Weft AR40,5 cc. f" 4#;1'-"25 4_0#5 M406 100'r- 45 Q. H1,744011i'A0401 50OF35, 3o Z5 M41 401* 6 SWF- 30 thi vv. 15--4911 M414 &,Dr 25 N r4W,A07 Co. hcr 64" y'.15 : L8. V*11W*401 ro4DF- 55,50, Z5 'A 1 • ;,'04?19 44,407wfac Z -04 A*50? IWF- j,5 6 44' 19 AK41 7 04ac 35 Le - 14 &IIJA IWO 7 e 0 fare 154 ;.r 2..; ro-04 A941l 1641r• 30 L J LZ 6-W /Z M406GIta- 30 4 6.04 M408 /W - 25 W4`9 M422 &WF 26 6.05 M504 390E-.vLciicythca. rdice IWF--" 410'/e5 e6 4-04&1? MW6 ea Ace /Car.io -645 IA 50 5 30ee -Cit 4-04NIZ A422 Co. Ace ANY M QVA 6015 01*42/ 30W. 25 L E5 VA Ti UN 1 I in b-#7 AM 601 640P. M LaoK'* all _59n r?c•-! 40004400 ay. 6ce Mlv'." 4 40". 5-#*-orww at?. A,-- -A&Y 847 031/2 C04iV-" LE VA 7_10A.' 5•04xft*409 W. 6--a 560A 05 LO- 07 A4506 64W- 25 , nee See sch G-,tW A0W10 d2. &-c 6ofr-35 k' < 'W118 9b face 64IT-10 sort -jfl-eA.4or one Qw,,qii-qk- Iwo, w. o6ce a4rvr,, W5,177*56131 A0501 e?5vAr1o" Z7 Iclo 50? f 5111ft'socef Face Z r- 3.'5. / 61 L'5 Ir o n 0 Aff W 5gncc L V4 r/ OA/ 14Lt+ Dvamckar 11---. ' \' IJ /rn out 4 AI _T 54!e rube 1 11J 50cAet A *IW304 3•#3A41305 2e4441 7 284441 a IAR304 4. 11iJ AA-VIIR too a* 5.013 A4(!l N& 7Rp- 411.eb j 11 % "P0. 5.05 * W61 A- i I. orout" 1. 10-991r M 6 117/ 1 TM' ;7-1W*fliVW0S w. A= T- 160-P-.3-5 . I— [ . . 11111011 j... 4-11411OM401 1OW-35,30,Z5 't -7-04010 AK405 ca rme 16O¢AA40,' Wor 45_5o -6 Tib 4•04-Wli IW 4/3 ASDF• 50 7- Weft AR40,5 cc. f" 4#;1'-"25 4_0#5 M406 100'r- 45 Q. H1,744011i'A0401 50OF35, 3o Z5 M41 401* 6 SWF- 30 thi vv. 15--4911 M414 &,Dr 25 N r4W,A07 Co. hcr 64" y'.15 : L8. V*11W*401 ro4DF- 55,50, Z5 'A 1 • ;,'04?19 44,407wfac Z -04 A*50? IWF- j,5 6 44' 19 AK41 7 04ac 35 Le - 14 &IIJA IWO 7 e 0 fare 154 ;.r 2..; ro-04 A941l 1641r• 30 L J LZ 6-W /Z M406GIta- 30 4 6.04 M408 /W - 25 W4`9 M422 &WF 26 6.05 M504 390E-.vLciicythca. rdice IWF--" 410'/e5 e6 4-04&1? MW6 ea Ace /Car.io -645 IA 50 5 30ee -Cit 4-04NIZ A422 Co. Ace ANY M QVA 6015 01*42/ 30W. 25 L E5 VA Ti UN 1 I in b-#7 AM 601 640P. M LaoK'* all _59n r?c•-! 40004400 ay. 6ce Mlv'." 4 40". 5-#*-orww at?. A,-- -A&Y 847 031/2 C04iV-" LE VA 7_10A.' 5•04xft*409 W. 6--a 560A 05 LO- 07 A4506 64W- 25 , nee See sch G-,tW A0W10 d2. &-c 6ofr-35 k' < 'W118 9b face 64IT-10 sort -jfl-eA.4or one Qw,,qii-qk- Iwo, w. o6ce a4rvr,, W5,177*56131 A0501 e?5vAr1o" Z7 Iclo 50? f 5111ft'socef Face Z r- 3.'5. / 61 L'5 Ir o n 0 Aff W 5gncc L V4 r/ OA/ 14Lt+ Dvamckar 11---. ' \' IJ /rn out 519,`7 6CC 6.e Autc 01W tiDck 5elfirr D/t 1/ See Tube Q'W %'C&A ELL - _ _VA no_, V ek-lYin5p Cle&ll I I See rut, and 50r*elW'2-54 //,7e Sw,,t/'V as-&// QJ Wbeh lineId11) 1, Candijit / ) LAN VIEW F/ - 0 Ire DF a // 19?fq r,. TUPSE ,ilvv '_iocAerWDFW/f,7119s. all nAgs see 9C*. 00* Of/ Anty-5 fia, P, e ae Ll-ry v.4DF a,/ frrAp. L3Err/&/G DE r,1, t, i042 /Wr • W A - jr. 7IiI - / ite4: 14.0 64OF 20 ofi:,c" -=,Icye -0017dud 4' FOUNDATION NOTES: i'LIAN VIOW L'-O 6WF• ?5: . 50'"o '25L-; 761 ech, 2,"2 _41101:- - ?5 4917 ACe lee I. All concrete shall he 2SOO PSI conpressive strength it 28 dI. 0,2 L4 0" 3.5 I - ..' 1_4_- FquAni4 7-1oly !-Z-9 640F 30 w,j'h A At 2. Reinforcing steel 311011 lie Intermediate fralle ASTU A15. 4.4" View 7'2 d4i2r Z5 bbrar, see sch. CA 1,7,som FoulycArI01V 3. Foundations desigoau for maxinum soil pressure of 2500 PSF If. /1./3 Increase forPLANVl-=WbuNoArlov 7 wind loading. Factor of safety against overturning, Is 1.5 for 35 PSF. 5/-46 1C0UV4A7-10A1 4 Concrete inundation depth on hniizontal slih must 'limply with local codes. Adjustcoveroverfontingtocornetdepthandlengthensillreinforcingasrequired. 5. ""' ormatinn required for Installation release is;miriflef no. and foundation type ViiaMly# QJ:J l lix.mPle:"64-16-31). Horizontal Inundation:"'641 Soppof t ing Sign Model No.: 1161, cni. mounting height: " 30" T Orsion wi-I pressure ierpiiired by local cods(in 5 PSF14' !9. 4 IBIS N'JM8E"'CC0MQPUAEt4SyTS increments) " Nor izontal Foundation"= the type of foundation selected on survey. 7. Allowable lateral soil pressure must not he less th EC110NAL RE 6. CONSTRUCTION SOUENCE: a 4.LL INSP 300 PSF per foot of depth. A. Excavate footing to dinensinns shnwn an sclipilule for type and model number8. All construction for Inundations must conform to General Hotors, Corp. Dealer Identify Program Specifications. selected on survey. RE-415E 8: Tie, place and support reinforcing m,,it% is shown (in drawings. 0;: LKE EV- ORE C For: w1ifli inating. Full size metal av: ackat in dimensions shown for castin;, to insure correct size socket V-4 7i-:z FDjA1_-_;r1oA1 1'6-)DF, 300IF (04DF- 05 P 5F rc> .35 - ,0 5 F CITY" T- DE P - s to be furnished try sign minufni.intri It 3 0 s 0 SLAB 0L11v0A r/o/v 1-Lacx. FoUNDA r/ON V&,c riCAL SLA5 Foumo,4 7-1 otv CA155o" FoumoA rtovI1 0. Install electrical conduit at corract (leulb and stub up rb !v i ZE F 7 0-_WF 00 C. 7 T, I el' "'4"-x- I Z Z:'JH-Ir CIJ4 VL 5 fA L`% ,CU .V05. 41/Ir Drg D--,-rH RE /NF - )TH DEPTH eAC/ Viz- E. Cast concrete against.cut bank, consolidating iota lilacsI _-L C41550M DF- 3!5 4-0 3_0 4_2 1.9 :3.9 14-4 IS' .,,- 704-'.'/ 9M T: W4_ by Willing. r" I z. 0 5-('a !Z-G G-0 7G.'? 0 G 572 10 7-04,'16 /kot' 4 FF. Concrete sill and socket shall lie grouted after column 0 55.3 -1r7 4-c 3 2. ra 5 - ro /8 0 IrDF- -30 5-0 3 9 3.2 17 1 5-9 .9 e,.Yl 160E- 4-0 5-0 4 Co 5 co r. 5.32 .915alrIZ, ?_G G. In lieu nt metal sleeve direct cost he 5- 4`,,.1 ), 2-0 i hiidfk , " t - -4 12 -lert. ,.15r5 C/o depth shown. 5e, Elviaf,011. user! AN' AcIt"PRONT54z,or-55 G-0 40 152 9 3.0 4-c;p 4,9 4-9 ft P I (.9' 411 1 4-0 -r 6-04-t? WWI& I.W., - - 15 ia /0 17 2.0J3els , . . -.- __ - 61"ATURE DATE3&DF- 30 6.0 4-0 3.1 4 - r 4•(0 4 - ro 4 1. 4.0 2-G -7-5 9.1;3 2.7 1 Z-G 10-0 7 _05r5# AS 506544c"Ot 1c'; , . I I - 1q r. rue2cl4- 5 4-5 4-3 79 4-0 Z-& r,-9 9 CO 401.35 tlmviv;:.411 L11i"llf LCD F" •-0 0 5 G 5 - 5- C/ _'-9 7.0 1 243. 0 5.Ss73.1 So 3 13 Is308-0 d 0 4-0 u, 4-11 1 _ . i .15 19 CORPORATE e 7 t5-6 -15 - C, 1--.2 9-A"110hbr.. d; S. AI _T 54!e rube 1 11J 50cAet 5e ffnq L'Wall Z CQ 4 7s Coen DM* INIK"PUNGIRWA110W RX No. 4.1 5-5 V" FII t. M.5 5.4 6-C, 6-0 6'0361,,,,4 160•7_ 4(d I fl-0 11-6 13. 1745 SUPMW" "a. S.P. by No. j7 12--0 I&D.-- _50 3r!;4i18! 8 4 4 4 0. 7-0 A•9408 qu Ixey 519,`7 6CC 6.e Autc 01W tiDck 5elfirr D/t 1/ See Tube Q'W %'C&A ELL - _ _VA no_, V ek-lYin5p Cle&ll I I See rut, and 50r*elW'2-54 //,7e Sw,,t/'V as-&// QJ Wbeh lineId11) 1, Candijit / ) LAN VIEW F/ - 0 Ire DF a // 19?fq r,. TUPSE ,ilvv '_iocAerWDFW/f,7119s. all nAgs see 9C*. 00* Of/ Anty-5 fia, P, e ae Ll-ry v.4DF a,/ frrAp. L3Err/&/G DE r,1, t, i042 /Wr • W A - jr. 7IiI - / ite4: 14.0 64OF 20 ofi:,c" -=,Icye -0017dud 4' FOUNDATION NOTES: i'LIAN VIOW L'-O 6WF• ?5: . 50'"o '25L-; 761 ech, 2,"2 _41101:- - ?5 4917 ACe lee I. All concrete shall he 2SOO PSI conpressive strength it 28 dI. 0,2 L4 0" 3.5 I - ..' 1_4_- FquAni4 7-1oly !-Z-9 640F 30 w,j'h A At 2. Reinforcing steel 311011 lie Intermediate fralle ASTU A15. 4.4" View 7'2 d4i2r Z5 bbrar, see sch. CA 1,7,som FoulycArI01V 3. Foundations desigoau for maxinum soil pressure of 2500 PSF If. /1./3 Increase forPLANVl-=WbuNoArlov 7 wind loading. Factor of safety against overturning, Is 1.5 for 35 PSF. 5/-46 1C0UV4A7-10A1 4 Concrete inundation depth on hniizontal slih must 'limply with local codes. Adjustcoveroverfontingtocornetdepthandlengthensillreinforcingasrequired. 5. ""' ormatinn required for Installation release is;miriflef no. and foundation type ViiaMly# QJ:J l lix.mPle:"64-16-31). Horizontal Inundation:"'641 Soppof t ing Sign Model No.: 1161, cni. mounting height: " 30" T Orsion wi-I pressure ierpiiired by local cods(in 5 PSF14' !9. 4 IBIS N'JM8E"'CC0MQPUAEt4SyTS increments) " Nor izontal Foundation"= the type of foundation selected on survey. 7. Allowable lateral soil pressure must not he less th EC110NAL RE 6. CONSTRUCTION SOUENCE: a 4.LL INSP 300 PSF per foot of depth. A. Excavate footing to dinensinns shnwn an sclipilule for type and model number8. All construction for Inundations must conform to General Hotors, Corp. Dealer Identify Program Specifications. selected on survey. RE-415E 8: Tie, place and support reinforcing m,,it% is shown (in drawings. 0;: LKE EV- ORE C For: w1ifli inating. Full size metal av: ackat in dimensions shown for castin;, to insure correct size socket V-4 7i-:z FDjA1_-_;r1oA1 1'6-)DF, 300IF (04DF- 05 P 5F rc> .35 - ,0 5 F CITY" T- DEP - s to be furnished try sign minufni.intri It 3 0 s 0 SLAB 0L11v0A r/o/v 1-Lacx. FoUNDA r/ON V&,c riCAL SLA5 Foumo,4 7-1 otv CA155o" FoumoA rtovI1 0. Install electrical conduit at corract (leulb and stub up rb !v i ZE F 7 0-_WF 00 C. 7 T, I el' "'4"-x- I Z Z:'JH-Ir CIJ4 VL 5 fA L`% ,CU .V05. 41/Ir Drg D--,-rH RE /NF - )TH DEPTH eAC/ Viz- E. Cast concrete against.cut bank, consolidating iota lilacsI _-L C41550M DF- 3!5 4-0 3_0 4_2 1.9 :3.9 14-4 IS' .,,- 704-'.'/ 9M T: W4_ by Willing. r" I z. 0 5-('a !Z-G G-0 7G.'? 0 G 572 10 7-04,'16 /kot' 4 FF. Concrete sill and socket shall lie grouted after column 0 55.3 -1r7 4-c 3 2. ra 5 - ro /8 0 IrDF- -30 5-0 3 9 3.2 17 1 5-9 .9 e,.Yl 160E- 4-0 5-0 4 Co 5 co r. 5.32 .915alrIZ, ?_G G. In lieu nt metal sleeve direct cost he 5- 4`,,.1 ), 2-0 i hiidfk , " t - -4 12 -lert. ,.15r5 C/o depth shown. 5e, Elviaf,011. user! AN' AcIt"PRONT54z,or-55 G-0 40 152 9 3.0 4-c;p 4,9 4-9 ft P I (.9' 411 1 4-0 -r 6-04-t? WWI& I.W., - - 15 ia /0 17 2.0J3els , . . -.- __ - 61"ATURE DATE3&DF- 30 6.0 4-0 3.1 4 - r 4•(0 4 - ro 4 1. 4.0 2-G -7-5 9.1;3 2.7 1 Z-G 10-0 7 _05r5# AS 506544c"Ot 1c'; , . I I - 1q r. rue2cl4- 5 4-5 4-3 79 4-0 Z-& r,-9 9 CO 401.35 tlmviv;:.411 L11i"llf LCD F" •-0 0 5 G 5 - 5- C/ _'-9 7.0 1 243. 0 5.Ss73.1 So 3 13 Is308-0 d 0 4-0 u, 4-11 1 _ . i .15 19 CORPORATE e 7 t5-6 -15 - C, 1--.2 9-A"110hbr.. d; S. 7u. / IDENTITY CQ 4 7s Coen DM* INIK"PUNGIRWA110W RX No. 4.1 5-5 V" FII t. M.5 5.4 6-C, 6-0 6'0361,,,,4 160•7_ 4(d I fl-0 11-6 13. 1745 SUPMW" "a. S.P. by No. 3r!;4i18! 8 4 4 4 0. 7-0 A•9408 qu I xey Corporate lifelfity, Dept., Gendral Motors Corp.. 3D44 West Grand Blvd,. Detroit Mich. an 1. i%,N,41 k lCorlf'. -0 KI•ad,,3-6 *401 -300'r r". A 7f9. 1 4-7-ro 1141 411 *DF-30 Unim .1ho-W SPKW*dl o"Onwokim -0W a -W. al anon -V IW C) A* dot', J)r ,1!5 18-4 4-6 11,9407 C*4rF ao fijiq AA403 I 7-01.X411 I 6-04- 7-ew 6#408 16DF-Z-3 0111111, D"Ir by $f Af AppwM CA( 4:P5 5,Z)r - A-5 W, 6-15-10-3 AK W-4 VOF- 35 CI,Kh*dby0 X. J. 0. App-1 fi?4W r30-4-4-6 M414, 34ECF 30 50 ; P-V4fiwL, ro 9- ro A1950B.3"_5066-#44 1? A4027 4 4 -'1 loc)F- Z5 10-w4e 7-0 M006 5000-!;6 r 0'415,q-0 Wv 36CF-eS ERN No. oar3AA41764DF- 35 84-7- IZ-e. W _W1 -24OF- M ftlect WON Ordor hii. SionmomNo. o,,K 4eX, 30 X-04IIG-9 *K420 500,r-.40 A5i- 5 1-K504o4DFde,, t;, i,? 404, . .. 8-7-//-.9 M 41? a4ff• CoI '_ 7-*C' AAd09 56,09-Z6 K606 647,0.0 I5 6"16 DRAIMNIG MILE Ld9d ft. 10 r. ;:.; -, l - - a ,' oh/ arn. ;., . Seehr G' G A X%, Y.'D S _ IZ-05-6-6 A41/0 04DC-55 o ... 9 A*- 4/t IAA.W, G,# .5 - S -60 50i 16Dir m k q 000 Cc& FbuAIDArloAl DEmIL 8p:. 9;0rr5 Aib' acc (/ r; lfrS•e zaa - IZ-05-6-0 AA416 44DA • _-.0 1Z.A50-6 AA404 6401 - Z-5 L1 7-03%7-0AKV4 a60W 70 4 W.464) rach roatfi.'$ MCC 4 0-1 L 44W 12001WJV1 26,05,F m, .35 P5F z2m - 1 t/ aM I i 1 i I 6000! LOVQr -` r/ XW 3•wSyl Mt: y00 I - - 8••7116 At 700 1 Tjt• enQth lag_.... F L E VAT /0N CkeAnc o/' Ocfir.a 6"t' i%q oa/ .S-iii SeatA Li; r Batt i 71.4 ONy A9001 p•• 3Q/ /1 AK OOt 14-•"N1ft AK -W8 At OD/ dlt7 ot /n9 L-r- t s -t 4 - -` ---- (,..... ___ n T k dow Cover_ yrbd!?3K 001 9••3 ACSt76 e J 86it AtC308 PL?•17• ?5 PUS- 67.60 9•r5#fljAR?A1 PlIAS-47 60 10-M01? AA' We AW5 -47.66 AAi &*,246 -47• ?t3 9.059, W507 P246.4 2•60 PZ41- 67 -'J"J a •,arAfAK?o9' PZ45-42-85 3c% •TyP - _atnyth wags see sch. '- - LPL E w ime of dt/h/r/e of gar Araellalr Go/t ON ; r• Qaae. Cbver a _ _ _ _ - w CL t51+'2iAC900 / /-•S.A71ACSh 8-•91 AC w 3a1M)7. - PLAN VIEW NOAt/ZONrsI 5 F t ••SIi1 At lot dtfrh A7ee F745 -47- ffs NO-67•'90} PZ4S-07.934'P -4t -;1 14••tIr 14At902 a b face PAl7.4l -90 P •It• t/8 1'L!s -q•S! SC // AC90Z dt7!ChJ satti 4Y -164'PtY6• i 7•?8 6B1/SAtSM 4110M JGW P11• 47- td4PJaf3•l7.90 7b //iAlt 70/ dlw Awe P296.47- 6W P&'l -49.95 6- •7k9iAC7t73 dt3chJr3C6 AZ44 -17 -N dFf / /SiRtiOt 001* 0•a P246.4? -18 104 7& 13 MC 709 each &00 Pdk!•K -?oi P1Y6- b7.61i M- •661•7 •erns atirJ Awa 97•tt8 . E L E VAT /ON t Caring At Acbee sol j -fte Anchar cart BC tirp Dtstall 1 ELEVAT /Don I 3as Mclbr rde/I e fff'v DeAoil --49ALy 1410 J 1 yV, I w 9 L-r- t s -t 4 - -` ---- (,..... ___ n T k dow Cover_ yrbd!?3K 001 9••3 ACSt76 e J 86it AtC308 PL?•17• ?5 PUS- 67.60 9•r5#fljAR?A1 PlIAS-47 60 10-M01? AA' We AW5 -47.66 AAi &*,246 -47• ?t3 9.059, W507 P246.4 2•60 PZ41- 67 -'J"J a •,arAfAK?o9' PZ45-42-85 3c% •TyP - _atnyth wags see sch. '- - LPL E w ime of dt/h/r/e of gar Araellalr Go/t ON ; r• Qaae. Cbver a _ _ _ _ - w CL t51+'2iAC900 / /-•S.A71ACSh 8-•91 AC w 3a1M)7. - PLAN VIEW NOAt/ZONrsI 5 F t ••SIi1 At lot dtfrh A7ee F745 -47- ffs NO-67•'90} PZ4S-07.934'P -4t -;1 14••tIr 14At902 a b face PAl7.4l -90 P •It• t/8 1'L!s -q•S! SC // AC90Z dt7!ChJ satti 4Y -164'PtY6• i 7•?8 6B1/SAtSM 4110M JGW P11• 47- td4PJaf3•l7.90 7b //iAlt 70/ dlw Awe P296.47- 6W P&'l -49.95 6- •7k9iAC7t73 dt3chJr3C6 AZ44 -17 -N dFf / /SiRtiOt 001* 0•a P246.4? -18 104 7& 13 MC 709 each &00 Pdk!•K -?oi P1Y6- b7.61i M- •661•7 •erns atirJ Awa 97•tt8 . E L E VAT /ON t Caring At Acbee sol j -fte Anchar cart BC tirp Dtstall 1 G ACd101 -Q so" f j® ./A111kIR, ii jo 8••7 w7w pw -4y -fe Ail• ) a -*a7aa Pt4s -37.30 0-98 AtCOt Pus -6-1.0 ' 6 ft i4 Pt4S - 37 -3S AC 710f P740-4-16 III. O&M& t Pus -, z- bo IfVAT /ON 6•9fAf:•!Ot PZp•4!•d6 , orae Gb 3 / Mt9p/Otlrj- OF- raP745 -92.25 IO•MAe/QAC'JO /•PYR'3.Of•10} PZIS•41ts;PZI/a•.7•SSIPiV • i!•/O lL •alTben)AIC30%liAfs•47•S+d; P2 5.47_'J P24s -f?•SS J'. i ELEVAT /Don I 3as Mclbr rde/I e fff'v DeAoil --49ALy 1410 J 1 yV, rI 1 T I 1. All Swot• Gull u N/ •sopmelve atfearb at QrW/M1C Of I Son/. g I I G ACd101 -Q so" f j® ./A111kIR, ii jo 8••7 w7w pw -4y -fe Ail• ) a -*a7aa Pt4s -37.30 0-98 AtCOt Pus -6-1.0 ' 6 ft i4 Pt4S - 37 -3S AC 710f P740-4-16 III. O&M& t Pus -, z- bo IfVAT /ON 6•9fAf:•!Ot PZp•4!•d6 , orae Gb 3 / Mt9p/Otlrj- OF- raP745 -92.25 IO•MAe/QAC'JO /•PYR'3.Of•10} PZIS•41ts;PZI/a•.7•SSIPiV • i!•/O lL •alTben)AIC30%liAfs•47•S+d; P2 5.47_'J P24s -f?•SS J'. i L him I& OLINOAT /ON -- _ ,t / S. MtaaGtlas "Wed 910 MGt•IbtIN nINN IG now M. a"' - Li/f /igC ` G' Y.'J tSroarlr. 1`2Ghu -3o. Aerlwnbt toundntN: •n4f• - 111000 now l5co/e: 'i; • /-O l3- s7-ts(A31S-n7 l%oti e P / T •/lIYJ•e7 30 en Nth 6JI JA p •4Y - oNuas nartlag AGIgAt; •30• - design wind grNaw wdaagd 4 MMIFOt/MOAT /Con /Y -,tits f o,v7 calm as o/yia!r • • Dods in s oat larram b: •Aor+aM•1 foundation- - so in* of hoodeUN N- 7..41/owahle /olar.r/ t:i/ p/Ilasllr4 must Not bt she - h' r -u • - _ S Q o • batdN:u.wa. ass than 100p4f per fooW ef'dtpeh. P&AA4 2` 4 -PfY -4 ?'00 %P -97-M L16A -N V1Ew P" • • •aaa lab aaaat } 231•P la•42.55 -- 1 a. amv6tb IGOting w dimmism Morn on aGbedala fw tats Sad Me" 80 construction for foundations must conform LOCAf- FOUND.gT /ON j- /94637.25 VERT/CAL \ WAstur oetatas annov. ToGaneio /MOAvrS Corporation Bigler identity r ?• %O 5CC710. le - /-O A. ton,/ bNDNDanareRwwelgnrtaaaaAwwNdwwlGjG. ro ram s oc/ficotions.- V f••• : 4.O G. hm bill to dimselans Maws for coating mool thle wo be". kore¢ ftwvDATiION SCNEOL/LG' P 045 MDoeL -- 25 P5F ry 5 F CITY UI II :.- E DEPT. MII ala alit toaobte to be I meshed by ayn a wAkat mso basesBUIICt:; DEPT: i - -- - -4ti fll N uu eerw. A4b0EL 140e ;toArAL 5L46 couNDAn0A1 BLOC A: FOUNDAT /ON _ VQQ7• /CAL, 61-Ad FOuNoArtON CA1050N FOUNDATION PLAAd VEW d• Goanda belatobtw+nsn Aownand tRE/Ni. CONC. ¢G /N F. CIONC. GINa Re /NR COAA: RE/NF. ie/NAK OONC. -_ hlntshed by Gyn aaauh p 1N insLENCiTNW/OTN DAPTM QE/NF LOO CLt ypy LEN67ll W/OTM DEP1N QE/Ni Las C!A V03. L/NOTN WDTI/ Depm CA DIAMI! DEPM 'Al bill is kanad bn0 anchor bol fG OO4u tc a innbyyyGG. ba G. LOJ C// YoS. LIO Ct/. vo0 t Aml P245-47-75 /5-0 10-4 !. O 7/7.3 /'3 8 8'6 d•6 bdb '.rah./ 654.6 l4.0 •j•O A7w! / / -Br / 791.3 : i ? 1 -O /Q J 6 •. rabbit alacerioal o•dGa atsero7ez.0 A 3 Founra9 riav amh and ujP>9 -47 io - -- -- - - - - -- - - - - - rS 9 AS 9 -0 9.0 9-0 l'r ai 1.. G ?B.l ads aatIacotlNarawa. Hole u taaro ate oe aG • 12Ae!60- / ? -a ,,, 991.v /se !v o ,08C tla.9 16/ soo,Asr t•/•oP2I•.Y 17•S5 4•G r) --- - - - 9eR t.M - 7M 4- t. Got adrmatG aNb•t out baN:,eonaotld•tlng too iosa IV tWlag. 0 ?.ii 9•ri 9.6 9-b ; 469.9 1127 /3.O , /V 716 /i.4 IG•9 /-03PJlfBIZZ63-U ,R.., 3 -- /Sa 8 • 8 b B-O l. t 566.4 Y2.2 /I-O , 707.2 l4.0 /Q 3 a•,d 72Atd /d,1 lx/ B•9 05•' b9 PjYe 4Z 55 6 3 ; IK . d __ .. Y31 COI•? ?4.0 /2-O 'Alwx 334.6 /S 2 /53 !23.0 /%9 8 !• NM4 f9WtEi. RfV. i S-9 ; _ /45 9.5 9.O 9.9_ G,.er! 459.5 30.3 M 6 944.9 15.6 /G9 11i9.4 AGd jry •4 4 4"A •" O/A • w ... r•"'• t FPldrJ•S7 -ZS Z•9 AO.G 6Q 6O drat i3iY/eK 6'lreo 2R9 - ' _. ... - e -. ar awlraMttnw taltl. w. a Ag ttatl. Jr o.tAi AJ•Qa I 059.2 /9S 13- la, 5072 /d7PJIM -17• so Z- 13 - - k•G Y YT.. - Mwutoft panwGdMta8•G 6.40 O-d P Tyr G 994.6 2t.0 _ l /• 6 t 744.9 14.97 14.0 n 74S d ARG OgtMt NNMIb 41909.6atwd Melerg Cap . sOM MMt 6trttl Qrd. 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