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Home My WebLink About3785 Orlando Dr #24996 (from 1990) (sign) McDonaldsIt I 1,31/ „ ri 2,4„ 61411 Colors ELECTRICAL White Letters with Black Stripe Arch Lamps: 7 ea. F24T12CWHO Red Background Arch Ballasts: 1 ea. France 448D Yellow Arches 1 ea. France 348D Yellow Arch Cabinet Dark Umber Emblem Cabinet Emblem Lamps: 1 ea. F72T12CWHO 1 ea. F64T12CWHO Approximate Area 25 sq. ft. Emblem Ballasts: 1 ea. France 268D Approximate Weight Service: 1 ea. 15 Amp Circuit, 275lbs. 120V, 60 HZ Load: 5.8 Amps NOTE: Sign is U.L. approved. Installation NOTE: Refer to target survey for placement and angle. 1. Install upright (see upright design) 2. Lift sign by eye bolts in ends of McDonald's section and hold above upright mounting plate. 3. Connect wiring to electrical service provided in upright. 4. Set sign onto upright and secure with provided hardware. Be sure wires are not pinched) 5. Install and secure decorative member 6. Check sign for proper operation 7. Clean and touch-up sign. NOTE: Side with hinge should face direction from which sign is serviced. 8. Remove crating from job site immediately. 11 /87 VE Mn V 6'4" -- 5,8„ 3'11" lLin) 2 4 L C O 11" 7 CQaURR 5,4„ Varies Colors ELECTRICAL White Letters with Black Stripe Arch Lamps: 7 ea. F24T12CWHO Red Background Arch Ballasts: 1 ea. France 448D Yellow Arches 1 ea. France 348D Yellow Arch Cabinet Dark Umber Emblem Cabinet Emblem Lamps: 1 ea. F72T12CWHO 1 ea. F64T12CWHO Approximate Area 25 sq. ft. Emblem Ballasts: 1 ea. France 268D Approximate Weight Service: 1 ea. 15 Amp Circuit, 275lbs. 120V, 60 HZ Load: 5.8 Amps NOTE: Sign is U.L. approved. Installation NOTE: Refer to target survey for placement and angle. 1. Install upright (see upright design) 2. Lift sign by eye bolts in ends of McDonald's section and hold above upright mounting plate. 3. Connect wiring to electrical service provided in upright. 4. Set sign onto upright and secure with provided hardware. Be sure wires are not pinched) 5. Install and secure decorative member 6. Check sign for proper operation 7. Clean and touch-up sign. NOTE: Side with hinge should face direction from which sign is serviced. 8. Remove crating from job site immediately. 000 hR 11/87 VE 100111 4'0" ptallat. on TE: SEE BUILDING ELEVATIONS FOR 4. Install all thread studs as shown on drawing 6. Clean logo and letters with mild ce!ergent PROPER PLACEMENT! • . in logo arch making sure that after studs are and water using soft cloth or char--ois. To Mark building wall approximately 18" from t installed in arch, each hole is drilled deep remove any scratches or scup --v;,s on logc soffit line. Hold template up to wall so that top enough in wall to receive.the full length -of caused during installation, use c-r-mercial mounting holes are on 18" mark. Then raise each stud. IF THIS IS NOT DONE, THE paste, wax and buff with soft'bvr- mr, lower template so the five mounting holes LOGO WILL NOT FIT TIGHT UP TO THE 7. Remove crating from job site ,rw,--- —: tely. or the brown logo panel line up on the WALL. Cover studs with mastic and set into losest mortar joint. Mark the mortar joint. wall. Apply sufficient force to set arch firmly ine template up on wall with the five mount- against wall. Do not use hammers, boards, ng holes for the brown logo panel on mortar or other instruments to force arch to wall. If Dint. Drill holes for mounting logo to wall necessary, cover arch with cloth and hit with . ising -%" masonry bit for stud holes. palm of hand, lemove template. NOTE: This template is 5. Next, follow the same procedure as above . idt reusable. and install the separate panel. Colors Yellow Arch White Letters on Dark Umber Panel Approximate Area 9 sq. ft. Approximate Weight 70 lbs. 5, 2„ 6' 1„ _1 TYPICAL VIEW 11 / 87 , . "i Pdczc3 V 1'6" 4'0" stallation DTE: SEE BUILDING ELEVATIONS FOR 4. Install all thread studs as shown on drawing 6. Clean logo and letters with milo ce!ergent PROPER PLACEMENT. in logo arch making sure that after studs are and water using soft cloth or char^ots. To Mark building wall approximately 18"from installed in arch, each hole is drilled deep remove any scratches or scuff r- -v;,s on logo soffit line. Hold template up to wall so that top enough in wall to receive the full length of caused during installation, use c::r-rnercial mounting holes are on 18" mark. Then raise each stud. IF THIS IS NOT DONE, THE paste wax and buff with soft acir or lower template so the five mounting holes LOGO WILL NOT FIT TIGHT UP TO THE 7. Remove crating from job site ir,,-- :-ately. for the brown logo panel line up on the WALL. Cover studs with mastic and set into closest mortar joint. Mark the mortar joint. wall. Apply sufficient force to set arch firmly Line template up on wall with the five mount- against wall. Do not use hammers, boards, ing holes for the brown logo panel on mortar or other instruments to force arch to wall. If joint. Drill holes for mounting logo to wall necessary, cover arch with cloth and hit with _ using 3/a" masonry bit for stud holes. palm of hand. Remove template. NOTE: This template is 5. Next, follow the same procedure as above not reusable. and install the separate panel. Colors Yellow Arch White Letters on Dark Umber Panel Approximate Area 9 sq. ft. Approximate Weight 70 lbs. 5' 2" 61111 I TYPICAL VIEW 11/87 7 NIC20" 9 3- 5 3/4" L 4' 0 1 /2" 19'2" TYPICAL VIEW Colors Installation White Letters 1. Following roof beam installation, set Dark Umber Cans and Raceway raceway onto mounting tube provided. 5 3/4" 7" Arch Yellow DO NOT LIFT BY INDIVIDUAL Yellow Arch Cabinet LETTERS. Approximate Area 2. Secure sign to mounting tubes with U- 34.4 sq. It. bolts provided. Approximate Weight 3. Connect wiring to electrical service 550 lbs. provided. ELECTRICAL 4. Check for proper operation. Lamps: 2 ea. F96T12/CW HO 5. Clean and touch up sign. 2 ea. F64T12/CW HO 6. Remove crating from job site immedi- 2 ea. F60T12/CW HO ately. NOTE: Do not uncrate or set signs Ballast: 1 ea. Jefferson onto roof. 256-696 Service: 1 ea. 15 Amp Circuit, 120V, 60 HZ NOTE: Sign is U.L. approved. Load: 5.3 Amps 2/90 . lr N==M 3' 5 3/4" L 4' 0 1 /2" 19'2" c I • in z Il C" TYPICAL VIEW Colors Installation White Letters 1. Following roof beam installation, set Dark Umber Cans and Raceway raceway onto mounting tube provided. 5 3/4" 71/ Arch Yellow DO NOT LIFT BY INDIVIDUAL Yellow Arch Cabinet LETTERS. Approximate Area 2. Secure sign to mounting tubes with U- 34.4 sq. ft. bolts provided. Approximate Weight 3. Connect wiring to electrical service 550lbs. provided. ELECTRICAL 4. Check for proper operation. Lamps: 2 ea. F96T12/CWH0 5. Clean and touch up sign. 2 ea. F64T12/CW HO 6. Remove crating from job site immedi- 2 ea. F60T12/CW HO ately. NOTE: Do not uncrate or set signs Ballast: 1 ea. Jefferson onto roof. 256-696 Service: 1 ea. 15 Amp Circuit, 120V, 60 HZ NOTE: Sign is U.L. approved. Load: 5.3 Amps 2/90 TENCON J4 16., 4 Colors Black Letters Yellow Arrow with Black and White Stripe Red Background Yellow Arches Oark Umber Cabinet and Upright ELECTRICAL Ards Neon: 1 ea. 15 nun While, 818" Arch Tlanetbrmer: 1 es. Jefferson 721.191 Emblem Lamps 1 es. F30T12C.'WHO Emblem Sde t 1 es. Universal 514MX Services 1 es. 15 Amp CinoA 120V. 60 HZ 3' 0" o1 ` ! 1 I entrance Si .,. 2' 0" NOTE: Other Copies also available. 1'8" AMOximaa Anfa 5.0 sq. It. n 65 Ibs. Installation 1. Connect wiring to primary service provided. 2. Mount and segue sign onto base (Use leveling nuts d provided). 3. Check sign for proper operation. 4. Clean and touchup sign. paint anchor bolts. S. Remove crating ftern job site immediately. NOTE: See budding plans for cad: 1.66 Amps correct placement _ UL aDOM"d 1 9llMal amKe, 41,4" 6.4 Colors Black Letters Yellow Arrow with Black and White Stripe Red Background Yellow Arches Dark Umber Cabinet and Upright ELECTRICAL. Arch Now: 1 ea. 15 mm While. 816" Arch Tren* nw. 1 ea. Jeife m 721.191 Emblem Lamp: 1 ea. F307`12CWHO Emblem Sather 1 ea. Universal 514MX Servbec 1 ea. 15 Amp Circt A, 120V. 60 HZ 3'0" i 3 " E= etrance I2' 0" NOTE: Other copies also available. L VAL Approximate Area 5.0 sq. R. Approximate Weigftt 85 Ibs. Insta W* m 1. Connect wiring to primary service provided. 2. Mount and secure sign onto base ( Use leveling nub if provided). 3. Check sign for proper operation. 4. Clean and tokcM-up sign. paint anchor both. S. Remove crating from job site immediately. NOTE: See budding plans for 08d: 1. 65 Amps correct placement T UL aDora" d 97 TYPICAL VIEW 30' or 5 11 /97 Finish TYPICAL VIEW Brushed Aluminum Approximate Flag Size 5' x 8' Approximate Might 120 lbs. 141 yam - Installation 1. Erect flag pole onto base provided and secure. Plumb pole with leveling nuts and segue with top and lam nuts. 2. Thread %" dia. nylon rope over one Pulley of revolving duck. Tie one swivel eye bolt snap to each end of rope. Secure eagle/bad into top of revolving truck with mounting bolt cocknutilo"s which have been provided. 3. Remove crating from job site immediately. NOTE: Eagle should face away from store. Foundation InW'Iladon The attached detailed drawing must be fol- lowed specifically. As a subcontractor. you will be held totally responsible for any devi- ation from the required specifications. Fail- ure to follow these instructions will require correction by modification/replacement at your expense. The method will be deter- mined by TENCON. Items requiring spe- j; cial attention include: 1. 6" bolt projection (above pedestal). On r. oSL lag poles over 30' tall. Check to conf:rrn r that the 6" projection will be sufficient 2. Use of all 3 nuts/washer (leveling. top. J t ter and lam nuts). Anchor bolts must exteno beyond top jam nut. 3. Use of non -shrink grout under base C.e.. OVAI „ M WOM plate. a. Pedestal 6"above finished grade with chamfered edges. V__W""ev" S. No base plate covers will be supplied: none are to be modified and/or installed 6. All bolts. nuts. and washers must be galvanized. T Pd.CNCM r 30' or 25' Finish Brushed Aluminum Approximate Flag Size 5' x 8' Approximate Might 120 lbs. vdLw M J'16r v+ r +rR• r••av ti M.A TYPICAL VIEW Installatbn 1. Erect flag pole onto base provided and secure. Plumb pole with leveling nuts and secure with top and lam nuts. 2. Thread %9" dia. nylon rope over one pulley of revolving truck Tie one swivel eye bait snap to each end of rope. Secure eagle/bal into top of revolving truck with mounting bolt oocknut/locktite which have been provided. 3. Remove crating from job site immediatW NOTE: Eagle should face away from store. Foul KW0n Intsrts'iabon The attached detected drawing must be fol- lowed specifically. As a subcontractor. you will be held totally responsible for any devi- ation from the required specifications. Fail- ure to follow these instructions will require correction by modification/replacement at your expense. The method will be peter• mined by TENCON. Items requiring spe- cial attention include: 1. 6"bolt projection (above pedesta ). On lag poles over 30' tall. check to confirm that the 6" projection will be sufficient 2. Use of all 3 nuts/washer (leveling. top. and lam nuts). Anchor bolts must extena beyond top lam nut. 3. Use of non -shrink grout under base plate. 4. Pedestal 6" above finished grade with chamfered edges. 5. No base plate covers will be supplied: none are to be modified and/or nstallea 6. All bolts• nuts, and washers must be galvanized. T PdCDC W/ colas L.gnt uge, Cabinet and We 0aric Be+ge Face Carle Grown Ounine Tnrn ELECTI CAS l.arnpW 4 ft F72Tt2C H0 Ballast 1 ea GE 6G39WN Service: 1 ea 15 Amp Cheat 120V. 60 HZ Load: 2.9 Amos Appmxiimme Area 35 so. ft. AppromnW* VNeigftt 485 lbs. Instapation t Remove crate and set on level suftm 2. Remove from A.B.S. fan at bottom to pet accent to mou long wucture. Ban feces Can be rernpved A dMired. Use can and do not lay fate on Ib r W surf m I Lift up and remora 04 . W9 wqft 4. P4m We on a cft bold and lerr4 S. When spn is in correct POW - audio lftt0 be on ngr t ano 120 volt Onfmanes should be on Wt 6.00en +.!raged face by turning lou0°co fasteners counter clockw"s to d4 engage (00 NOT REMOVE). Open face and install hold out rods. 7- Conr+ecoons for 120V pr:rmar es can be made in oox marxed 120V A.C.- only.. 8. audio connecoons to be mace oy audio contraaa Only 9. Close face and replace A B.S. Canel 10. Chwk for proper ooeratrorl. t i Clean and tcuch uo go. 12. Remove Crung km job, so unmemmy. NOTE: Sign is U L. approved. 11Ow BIT 4.8,,y.. 1#5' A. To wl" P.O.P. onyx. 1. OW hvrtt AA& fM and irlW hole *a) rO 2. GnM wipe of POW" and lAt am a` as Oda I Raw P.O.P. 4, ' is altl>• bean Ks sa:pflc errs frfp em" so dowm To rerrow speow pre and add P.O.P.: 1. OWN" A.B.S. few and war hale out roes 2. Rwmove (8) sraawa ham alto in frame and tafre akm u m frame and Ord 00 ImW gear cover in Owl- M o fame. Re01an frame ano screws 4. ImW P.O.P. as Woad above S. RwH "scisow w+doawe as noted 0.4 hdn used vMW t f11ry board w!t t T • new 64 eanea CURB E w 4) !' Otte Andror 9of and 5'x t 7' fW new r in al. 4. I Dr01ar.M above bar L " Mo 1f:1b .n rai. Garr C. l, mc.w owes is amglow farW40 aorenwrAeom h awwa eoae aro.awa. vna e w wwloe oeDw erwedarre): Eneaae e+r r) dw mwk. as+l. we Mo ask o. Moto ww mmma o an. "m amtee 9t1) GmwVww4ftw= eawearreea w4 Colas I..gnt Sege Cabinet and F-arre Oarx Sege Face Gant Brown Outline Tnrm ELECTIR CAS lampee 4 ee. F72T12(,'WMO adwa 1 a& GE 6Cr3969w Sewroe: 1 es. 15 Amp Cirf A 12OV. 60 MZ Loft 2.9 Amos Approximate Area 35 so. ft. Appro+omate weight 485 lbs. Installation 1. Remove crate and set on level surface 2. Remove front A.S.S. face at bottom to get access to mou VMg structure. Sam facm can ae removed R Owed. Use care and do not lay face on finer" suriaoe 3. salt sWw4 remove 00 4. Ptsoa an anc+o balm and level 5. when sign is in correct pofyoon. audio V or`i0 be on nght and 120 volt onmarros should be an k* 6. Open ranged taco by turning soutt"Co taste 0 counter Clockwise to d wengage ( 00 NOT REMOVE). Ooen face and install mold out rods. Convections for 120V pr; mar" can oe made wt oox marxec i20V A.C.- only. 8. Audio connecwns to be mace oy audio contractor only 9. Close face and replay A S.S. carrot 10. Check for proper operation. 11 Clean and Much uo "01. 12. Remove crating from pb so immedlatey. NOTE: Sign is U L aooroved. 11/ 87 4. 8'/s" 00 1' 5" L To no P.O.P. Ow- hd= creed V*W 1. Oven irons A.&& hoe ro0 U*Q t0 rrta W andinsWholdoutrofe3- sr*. Now bwo +M+ 2. GnM edge d ooetsr grip I Lt 7, new 84 sense and IiR doses 4 .our scot IPuce P O.P. it ' s am 4) %' OIL And+ar 9oAe be sure a's sa"'ltt and soared 5'x 170 for row Alp eam ads A MM inste low. To rerrrove s NOW We and ado P.O.P.: 1. OW trout A.B.S. hoe and w+ W hold out rode Z Ren+ove (8) strews horn al owun trams and taw jrtlnum trams and grdt Meemby off 3. Ir aW ow Dover in alumi mum irarr+e. Room frame and screws 4. IneM P.O.P. as noted above 5. Ren,ae scealfar wwwwre as noted hGR m Mewsrev a rw c. f+` as.w am sa wnv er K rot Mrs oar ai ae+o era rerw w>. f f re s e0en0 1 e/ 4 er new wee w ff4MV a *0 v M er eMy fdnmr e Mrq f++e A. ( 1) afal GPM flex wry We MPsett We ale eM wW OMAMN 40 f erM sett Id ' 6 l+l eueM AM Mare, aW v awe wry o a Teneo 0 ajeCID above bet Jr. 4' IL y u C y Ll 1 1 • I A t PERMIT #- cN57c D DATE 53AO RESIDENTIAL , COMMERCIAL ADDRESS 370'5 c 0 'a / ye QWNER CONTRACTOR F='. VALUATION 01861964PERMIT FEE S7 THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATE ANY APPLICABLE COVE, KEEP THIS PLAN ON JOB AT ALL TIMES. n FLORIDA'S PRIME STEEL DISTRIBUTOR Stel Eupwabmi FT. LAUDERDALE 1MPA SANFORD 305) 491-5121 621-9491 (407) 323.4820 1.800-432-5571 1-800-282-6649 1-800-432.6127 FAX (305) 771-6709 FAX (813) 621-5381 FAX (407) 330-2009 McDonald's Corp. 4830 W. Kennedy Blvd., Suite 395 Tampa, FL 33609 813)287-5559 Charles Alloway Signs wanted: 1) 6'4" x 6'3" @ 25' OAH - road sign 39.58 sq.ft.) /)0 4,palOcAl GE'S/G/li 1) set fascia letters: 19'2"x3'6" 67.08 sq.ft.) r ( 2) wall logo signs (unlighted) 4'x6'1") [24.33 sq.ft. each] 1) menu board (6'7"x6'12") 1) flag pole @ 30' OAH y) directionals 310.1 x 3'14") 9.31 sq.ft. each] Site loca:tion: U.S. 17/92 & Lake Mary Blvd. plans_do not show an "address") fir , » ... .; I i• "v. .. h.001W?i 5+t ° 'I '•t, ARD;;.':,. R, y t• r y, r': iIi .i.: 71 her. --` .%.Sj)'••mot` S,'i, ., r i'' _ '. p !'••'.,.i ; •,.. Yowtsi' i - '.•'IC Ni'No. r Y.''•i, .' ^•.:' rA CM.NO. M 1 QSL.2>;/8$ '. ,:.,:i, E•T';8r000080': ' T, . 29 ice,; a6IEf: azt iltSP.EC;I'/IiTY,i CONTRAb• '"• h' ' j''' 1` !C''J^. l•f . t i'v rw ,' i M :'-!fi)' f 1e. {;. •• PtL h l`•:}, y. ' 1•- ,' 1 `L! ''.:;:.;• 1:.! MED'' EIOW, 2141 TIiU1O[,i; zy,N(U 1'EtOii 7:990;:it_, " •, • Q>1J1Tj0iOJf SI'8N. S E;C fI'iT'.• , :kt Y. 1 •:^•Ir yJ • ' _ t' Jr t:,,i: •,i.;,; .,: f` ",•,'•. r ':, •y - j :,. .,, .S.tt'j)'• t_')°r''1 ''..tc•:-ri' .. , , j:.$ )'• "i:':''','` i ''1', . 'j• .i.e',:,,r; L'. , n' •i_ yi ` ,j!•1 .EI/ ., i ty `4 ai:i'.t, a (' ;•. LL.•t S ,+.1 ,1'; '^, ty.i, ••, .1.,.'Y p„• 1 T'E',dAl1. ,:,.',y ,` ;•s,: ¢r Ir•['j /Y ` 'Y ,FLY.V'1i--11't.•y;`. l': •.'7,,+;'i'r ,Sy.f, iT ; '_'t c` .'•. ,,.•tty S •i,sit t .. '>:1+',.. t ; `Li '•''. I•.,,,jl•.`:, t• p 1 yj f',ZVte'; •r'?i; 1,`'`, --, IId.-r ,• it4tJ I f {r.1, ':' 1 R< l.:=' f •71' wi { ' yjt i•Ir lf• 6' j `;'j,': I : '. i ' - ft , •. ., LVrt Lt/ tt lipiY+T ;f•rr t' s KOWAM.or rawnnoiva 1' :' • araa'ftA+"3 i i Y MICA: NSPI our, Ll10E', iJ r, •' t ' 1 ',•. 7 K 1• ram• v'i•' -.' '•-,t : .,'' .:;,... •'- i1. Jit'i• ell R(.' . •' .ORANGE: COUNTY;QCCIlPi4TIONAI LICENSE Ead?K. Wood "T' COLLECTOR' . , ' ' ; EXP I;RE$ ' p .t• . ,;: , ' L012733 ; 1E 17' UPDATED = j0 % 30 % 9.0 ORANGE COUNTY "STATE:OF, FLORIOi THIS LICENSE IS INADDmGN TO:AND NOT IN LIEU OF ANY OTHER UCENSE;7EQ iED BY LAW 6R MUNICIPAL' ORQW/JJl'.E'ATgfI'IS SUBJECTfO RE61R%110NS OF ZONIN6. HEALTH; 'Fr• AND ANY OTHER LAWFUL AUTHORRV: VALID FROM OCTOBER 1 THROUGH SEPTEMBER10 OF UCEN%-YEAR: DELINQUENT PENALTYADDED CkTOBER, I: < In• ,.° T : , SVC CODE i,NATURE.Oi BUSINESS : ' ;' FEE ,- 2600 MFG—SIGNS? c'4.•'.:30, •00, q 10 PEOPLE _ f ' ' t :; .: ' : is •„ •rid, SERVICE C.00Et,'f,EE, ;I 0.00 AMES .W 'SPENCE'R. Lk TOTAL 'DUE,°:, ' .. 3glti00 { i . Lt 8,0009 j i,'. d" 31 Ur rOO'DL7 iJb`'5T"` "-'s._.a.:y . _-4i'•• ;r 2 {{W//" - - - ' ' - '•` :• l i ORLANDO FL 32807 ' PENALTY ADDED- AFTER OCT 1 J. h R. SIGNS OCT 10X- NOV .1SX 'DEC 20X JAN 25%', ' -652 :'.ROSEGATE LN 33 Y 00 ' 34-. 50 . ;46 ; 00 37 .50 - ORLANDO-FL 32811 PAID 007 00001274 30.00 09/12/B9 THIS FORM BECOMES A RE6E0f WHEN VALIDATED BY THE.TAX COLLECTOR, ORANGE COUNTTO,CCUPATIONAL •LICENSE 7Lr ** i.989*** EXPIRES 'Earl K. WOod;TAX . OLLECTOR •L070206-151.0 t. UPDATED 09/30/90 .• ORANGE COUNTY, STATE Of. FLORIDA THIS LICENSE IS IN ADDITION TO AND NOT IN LIEU OF ANY'OTNER LICENSE REQUIRED BY LAW OR MUNICIPAL ORDINANCE AND IS SUBJECT TO REGULATIONS OF Z . HEA TH r sANDANYOTHERLAWFULAUTHORITY. VAUD FROM OCTOBER'] THROUGH SEPTEMBER 30OF LICENSE YEAR. DEUNQUENT PENAUTY ADDED OCTOBER 1. SVC CODE NATURE OF BUSINESS ' ` ''t: FEE - 1817 ELECT SPEC-CONTR-SIGNS 18.00 10 PEOPLE SERVICE= CODE',FEE I =•,.i.u,,i:,.,,,' wj9ye+.,. r:;. 3<i53.0 DAMES' W ,SPENCER`QUAL"IFIER' '= TOTAL,,)DUE»7:,.4,: :I-r.,:t''.I• :° i:$'Q%1 .. RX0060164. 316 GOODLAND ST . ORLANDO FL 32811 PENALTY ADDED AFTER OCT 1 J A R GIGNS OCT 1OX "NOV 15X -DEC 20% JAN 25% 652 ROSEGATE'LN a 19 , 80 20.70 21.60 22.5(i ORLANDO FL 32811 D91 fl AAn AAAAL L'iL in AA AA I ,nn " __ _. _ +1„• Plast -Line, Inc. Project/Quotation Request I For best response, fill out completely Page _ of General Information Customer: - Dcz, hl A t D `,5 Customer #: S 1- 5 p p Q C-) Address: US / LZAf;C- MAk FCC P_ o FC: Contact: t C:-! l), )" IK Li - Phone- (8 h 3 - z 6 - J PM L R xt.: SAU163U Type of Quote O C New Product Estimate O E Art Project Fascia Layout -GM onlyrOlInstallSpecs. O K Re -Cost (must be 'R' or'Y' status) O C Re -Quote (BOM not established) Optional: O Tooling Cost Comments: ?KOJ 1 17E FOUMQATIOhI DETAIL FOr— A :ZO - KS C'. ZS'OAf-1 , A cc o r-oLureN P/1J A\"D A14CHO 2 a c, l-T S PP_ OBI I ICE- 4 CC-, P1 E S OF-' SE AL 60 CN G, fi N d A L C__ 1-%L A T / rN N S . Project Reference# Project #: Date: !I / i/ 0 Customer Demand Date: /_L(L/9O Information Reauired O Art (type: a1Shalch should beanachednoting downsions and placement d graphics Quotation (product) Ouotation (installation) . 00-410OFreightcost: Destination & Zone -- O Maint. Sid. O Spec. Installation Specifications: eview Soil Report O Structural Design Af Sealed Prints O Sealed Prints O Design Revision O Field Problem O Review Existing Structure O Other: (explain) Total Est. Order Production My. Qty. Qtys. Time Current Current of per for Period Part Standard Selling Program Year Each Needed Number Description Print # Cost Price 1'TS'l0; Cla. WW r%l --7is • . • INSTALLATION INSTRUCTIONS ISEE 'INSTALLATION FIELD MANUAL• DA15552 FOR FOUNDATION AND INSTALLATION STDS. I. TEST LIGHT ALL SIGNS UPON DELIVERY A NOTIFY TENCON OF ANY PROBLEMS. 2. IF CONTRACTED: A.DIG FOUNDATION AND IMMEDIATELY REMOVE SPOIL FROM SITE. B.SET ANCHOR BOLTS A EMBEDDED ELECTRICAL CONDUIT C.POUR CONCRETE. 3.GEM.CONTRAC7OR TO PROVIDE ELECTRICAL CIRCUITS AND CONDUIT TO SIGN STRUCTURE BASE. 4.ALLOW CONCRETE TO CURE TO A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI PRIOR TO SIGN INSTALLATION. YOUR CONCRETE SUPPLIER SHOULD BE ABLE TO HELP YOU DETERMINE THE CURE TIME REOUIRED BASED ON LOCAL CONDITIONS. (MINIMUM T DAYS ) 5. LIFT COLUMN ONTO ANCHOR BOLTS A ATTACH FLAT WASHER S HEX NUTS.(SUPPLIED W/ ANCHORS)DO NOT TIGHTEN AT THIS TIME. 6. LEVEL COLUMN Wi LEVELING NUTS UNDER BASEPLATE.(MINIMIZE SPACE BETWEEN PEDESTAL AND BASE PLATE.) TIGHTEN TOP HEX NUTS AND JAM NUTS AFTER LEVELING. ISEE DETAIL SHT 3 ) T. UNCRATE SIGN (ARCHES AND 'TM' PREASSEMBLED ) B.USING EYEBOLTS LOCATED ON TOP OF 'TM'SECTION. SIGN AND o RTOP EPLACE OF COLUMN. (SEE SHi 5.) 9. REMOVEYEBOLSAND HOLS WIHBOLT• THIS DESIGN IS APPROVED FOR A IO. INSTALL ESCUTCHEON PER DETAILS ON SHT 6. STRUCTURE TO BE PLACED AT 11. INSTALL APPENDAGE SIGN PER DETAILS ON SHT 4. • 12. TEST LIGHT SIGN. GROUT UNDER BASEPLA7E WITH NON SHRINK GROUT. / • 13. PAINT COLUMN & ANCHOR BOLTS WITH (2)COATS OF ( PAINT PROVIDED AND TOUCH UP SIGN CABINET.CLEAN FACES ^ r 14.CLEAN JOB SITE OF ALL DEBRIS. l f DROP ELECTRICAL THRU COLUMN.CAUTION SHOULD BE TAKEN TO AVOID DAMAGING THE WIRES. SPECIFICATIONS USE OR REUSE OF THIS DOCUMENT FOR OTHER LOCATIONS IS STRICTLY PROHIBITED WITHOUT APPROVAL OF THE ENGINEER. I. INSTALLING CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS. 2. CDNCRETE SHALL BE READY MIXED AND DESIGNED 10 DEVELOPE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSIIN 28 DAYS. 3. REINFDRCING BARS SHALL CONFORM TO ASTM-615 GRADE 60 WITH DEFORMATIONS IN CONFORMANCE WITH ASTM A-305. 4. SOIL CAPACITY: A. A MINIMUM SOIL CAPACITY OF 2000 PSF (VERTICAL)HAS BEEN USED IN THE FOUNDATION DESIGN. BAN THE EVENT THE ABOVE MINIMUM CONDITIONS DO NOT EXIST, TENCON MUST BE CONTACTED FOR FURTHER ANALYSIS BEFORE PROCEEDING. S. ANCHOR BOLTS.WHEN USED.SHALL CONFORM TO THE SPECIFICATIONS SET FORTH ON THE BOLT DETAIL. BOLTS SHALL BE SET TO MATCH THE PLACEMENT SHOWN AND SHALL BE SECURED TO PREVENT 'FLOATING' DURING FOUNDATION INSTALLATION. BOLTS SHALL PROJECT FROM THE FOUNDATION AS SHOWN AND THE THREADS SHALL BE CLEAN. ARCHES TM' SIGN ESCUTCHEON SEE SHI 6. FOR MTG DETAILS. APPENDAGE SIGN SEE SHT 4. FOR MTG DETAILS. ANCHOR BOLT AND BASE PL. SEE SHT 3. FOUNDATION FINISHED SEESHT3. GRADE INSTALLATION 6 FOUNDATION ENGINEERING Y 000027036 THIS DRAWING MUST BE FOLLOWED SPECIFICALLY. AS A SUBCONTRACTOR. YOU WILL BE HELD TOTALLY RESPONSIBLE FOR ANY DEVIATION FROM THE REOUIRED SPECIFICATION. FAILURE TO DO SO WILL REQUIRE CORRECTION BY MODIFICATION/REPLACEMENT AT YOUR EXPENSE. THE METHOD OF CORRECTION WILL BE DETERMINED BY TENCON (WHICH COULD INCLUDE REMOVAL OF THE ORIGINAL FOUNDATION/FIXTURE(S)AND INSTALLATION OF A NEW FOUNDATION/FIXTURE.) DO NOT RELY ON ANY CONFLICTING DIMENSIONS FROM BROCHURES. ARTWORK, OR OTHER INSTALLATION INSTRUCTIONS. CRITICAL ITEMS INCLUDE: I)MINIMUM CURE TO 2.500 PSI COMPRESSIVE STRENGTH PRIOR TO SIGN INSTALLATION. 2)THREADED BOLT PROJECTION AS SHOWN ON STRUCTURAL DETAIL. MUSE OF LEVELING NUT.BOTTOM WASHER.TOP WASHER.TOP NUT AND JAM NUT (GALVANIZED). 14)MINIMUM i4 PROJECTION OF ANCHOR BOLT BEYOND TOP NUT. 5)GROUTING UNDER BASEPLATE WITH NON -SHRINK GROUT. 6)CORRECT FOUNDATION DIMENSIONS/CONFIGURATION. 7)CORRECT ANCHOR BOLT LAYOUT/CONFIGURATION. 8)PEDESTAL 6'ABOVE FINISHED GRADE WITH CHAMFERED EDGE. IF FINISHED GRADE HAS NOT BEEN ESTABLLISHED WHEN THE FOUNDATION IS INSTALLED. IT IS THE INSTALLERS RESPONSIBILITY TO DETERMINE THE ELEVATION OF FINISHED GRADE FROM THE CONTRACTOR OR OWNER. SHOULD ANY OUESTIONS OR PROBLEMS ARISE.YOU SHOULD STOP WORK IMMEDIATELY AND CALL TENCON. FAILURE TO FOLLOW THESE PROCEDURES WILL RESULT IN EXPENSIVE REPAIRS BY YOUR COMPANY. ONLY TENCON MAY AUTHORIZE FIELD MODIFICATIONS. IN SUCH CASES.YOU SHOULD DOCUMENT THE DATE OF SUCH CHANCES AND THE NAME(S) OF THE INDIVIDUAL(S)WITH WHOM YOU TALKED. SIGN SPECIFICATIONS 70-25 SIGN ( ARCHES AND *TM') I.LAMPSo17)F24T12 HO.C.W. (ARCHES) LAMPS:O)F72T12 HO.C.W. (TM) LAMPS:0)F64T12 HO.C.W. (TM) 2. BALLAST:(()FRANCE 4480 (ARCHES) BALL AST:II)FRANCE 3480 (ARCHES) BALL ASTI(I)FRANCE 268D (TM) 3. CONN. LOAD: 5.8 AMPS 4.CIRCUITSd1)120 VOLT.20 AMP S. SERVICE: ARCHES -SERVICE DOOR OR REMOVE FACES TM'SIGN-HINGED FACE APPENDAGE SIGN I. LAMPSs (I )F64T12 H0. C.W. 2.BALLAST (I)FRANCE 268D (PER SIGN) 3. CONN. LOAD: 1.7 AMPS PER SIGN. TOTAL 3.40 AMPS. 4. CIRCUITS: (1) 120 VOL T. 20 AMP. 5. SERVICE SIGN BY: SLIDING FACE GENERAL NOTES I. TOTAL AMPS: (9.2) 2. TOTAL CIRCUITS: tl )120 VOL T. 20 AMP. 3.ERECTOR TO PAINT COLUMN DARK UMBER 4. SIGN WEIGHT: 70-25 (ARCHES AND 'TM') 275 LBS APPENDAGE SIGN.50 LBS (EACH) FINISHED GRADE FRONT VIEW BASE DETAIL SEE DETAIL ON SHT 3 DETAIL 'A' -- SHT 6 COLUMN HEIGHT ELECTRICAL CONDUIT PEDESTAL BY INSTALLER) IB' I Li2• C A I O.A.H SIGN ORIENTATION Flj ELEC.CONDUIT 1 I 4-1 - - -T L FOUR BOLT I I I M PATTERN SECTION CC J SIGN ORIENTATION K i ELEC. CONDUIT I I SIX BOLT4-4 M L PATTERN FR8NT OF SIGN) SECTION CC BOLT SPACING OAH J K L M siE oOY. NCT7 8' 4' 8' 4• I' 4 42' 19'-0' 8' 4' 8' 4' 1' 4 47' 0'-0' 8' 4' 8' 4' 1• 4 42' 21'-0' 12' 6' 12' 6' I 4 42' 22'-0' 12' 6' 12' 6' 1' 4 42' 23'-0' 12' 6' 12' 6' 1' 4 42' 24'-0' 12' 6' 12' 6' 1' 4 42' 25'-0' 12' 6' 12' 6' 1' 4 42' 27'-6' 12' 6' 12' 6' 1' 4 42' GENERAL SPECIFICATIONS O.A. H72'- A B C P PEDESTAL PR R M COLUMN wT EXCAV CU YDS CDNC CU YDS 181-0' 2'-9' 5'-6' 3'-6' 6W 2'-6'X2'-6' 2000 IS 230 2.2 2.3 19'-0' 2'-9' 5'-9' 3'-6' 6W 2'-6'X 2'-6' 1900 16 270 2.3 2.4 20'-0' 3'-0' 5'-9' 3'-6' 631e 2'-6'X 2-6' 1800 17 1 290 2.6 2.6 21'-0' 14'-9' 3'-0' 5'-9' 3'-6' 631 2'-6'X 2-6' 2000 18 320 2.6 2.6 22'-0' 15'-9' 3'-0' 6'-0' 3'-6' 631e 2'-6'X 2'4' 1900 19 330 2.7 2.7 23'-0' 16'-9' 3'-0' 6'-0' 3'-6' 6W 2'-6'X 2'-6' 2000 20 350 2.7 2.7 24-0' 17'-9' 3'-0' 6'-3' 3'-6' 6W 2'-6'X 2'-6' 1900 21 360 2.8 2.8 25'-0' I8,9' 3'-0' 6k6' 3'-6 WY-j ' 2'=6•'X42-1767 180001110 22•1 380 W9"-Ill 2491 27'-6' 21'-3' 3'-3' 6'-6' 3'4' 63/s 2'-6'X 2'-6' 1900 24 500 3.1 3.1 X X X UK tUUAL. TENCON 623 EAST EMORT ROAD P.O. BOX 5066 KNOXVILLE.IN 37928-0066 DSGNR: DAR JDWG. BY: OAR CH'K BY: SCALE: DATE: DATE: DLsc. 70-25 INSTALLATION (30 PSF) 2000PSF) SOIL PRESSURE CMIMP. MCDONALDS SHEET 3 OF 7-.""`"' B06044 INSTALLATION INSTRUCTIONS FOR APPENDAGE SIGN I.UNCRATE APPENDAGE SIGNS. 2.SIGN IS FURNISHED WITH THREE SETS OF MOUNTING HOLES.ERECTOR TO SELECT APPROPRIATE HOLES FOR COLUMN SIZE. 3.ATTACH SIGNS TO ANGLE BRACKETS WELDED TO COLUMN. CONDUIT COUPLING i BY INSTALLER JCL. I lull I- I- PREWELDED NUTS IN SIGN. F R FACE L- I'-0'X 5'-5% APPENDAGE SIGN BOX. SF. APPENDAGE SIGN MOUNTING TENCON 623 EAST EMORY ROAD P.O. BOX 5066 KNOXVILLE. TN 37928-0066 DSGNR: DAR DWG. BY: DAR CH'K BY: I SCALE: DATE: DATE: onu- 70-25 INSTALLATION (0 PSF) 2000PSF) SOIL PRESSURE CAiOAR. MCDONALDS SHEET 4 OF 7 B06044 ARCH CAN r ccrnnu INSTALLATION NOTES I. UNCRATE SIGN ( ARCHES AND 'TM' PREASSEMBLED ) 2.USE SPREADER BAR BETWEEN CABLES TO LIFT SIGN. 3.USING EYEBOLTS LOCATED ON TOP OF EACH ARCH. LIFT SIGN AND BOLT TO TOP PLATE OF COLUMN. 4.ORI£NT HINGE SIDE OF SIGN TO BE ACCESSABLE FOR SERVICE. 5.ORIENT END OF SIGN WITH FLAGPOLE LIGHT RECEPTACLE CLOSEST TO FLAGPOLE. REMOVE EYEBOLTS.AND REPLACE HOLES WITH BOLTS. 1 TENCON 623 EAST EMORY ROAD P.O. BOX 5066 KNOXVILLE. IN 3792E-0066 DSGNR: OAR JOWG. BY: OAR CH'K BY: SCALE: DATE: DATE: ocx. 70-25 INSTALLATION ( 0 PSF) 2000PSF) SOIL PRESSURE CA1°N`"' MCDONALDS SHEET 5 OF 7 1 °""I"` NO. B06044 j , 7, r, " 10 r A—, A- lint, rrn TM' SECTION ESCUTCHEON La TENCON SECTION A - A 623 EAST EMORY ROAD P.O. BOX 5066 KNOXVILLE. TN 31928-0066 DSGNR: DAR JOWG. BY: DAR CH'K BY: M I/2 X 2' BOLTS A325 SCALE: DATE: DATE: SG 0FLAESO PSF) NOTE: (200PS)SOIPRSUREDETAIL 'A' ESCUTCHEON IS SHIPPED WITH SIGN. CUSTOWR, MCDONALDS ERECTOR IS TO INSTALL ESCUTCHEON ON SIGN CABINET. 00491w, wd SHEET 6 OF 7 B06044 REBAR SCHEDULE O.A.H W-0' 20'-0. 21'-0' 22'-0' 23'-0' 24'-0' 25'-0' 27'-6' LONG BOTTOM STEEL 2) # 4 REBAR X S'-o' 2) u 4 REBAR X 5'-3' 2) u 4 REBAR X 5'-3' 2) u 4 REBAR X 5'-3' 2 > # 4 REBAR X 5-6' 2) IS 4 REBAR X 5-6' 2 > # 4 REBAR X 51-9' 2 1 a 4 REBAR X 6-0' 3 1 u 4 REBAR X 6'-0' IS REBAR X REBAR X REBAR X LONG TOP STEEL LG.. 18' O.C. 2) u 4 REBAR X 5--o' LG.. 18' O.C. 2) u 4 REBAR X 5'-3' LG., 18' O.C. 2 ) u 4 REBAR X 5'-3' LG..1e' O.C. 2 ) u 4 REBAR X 5'-3- LG., is, O.C. 2 ) # 4 REBAR X 5'-6' LG..1e' O.C. 2 ) # 4 REBAR X 5'-6' LG..1e' O.C. 2 ) a 4 REBAR X 5-9' LG..1e' O.C. 2 ) a 4 REBAR X 6-o' LG..15' O.C. 3 ) 0 4 REBAR X 6-o' LG.. O.C. a REBAR X LG.. O.C. 1 u REBAR X LG.. O.C. u REBAR X 3' CLEAR CLEAR CROSS STEEL LG., 1b' O.C. 4) U 4 REBAR X 2'-3' LG., 1e' O.C. 4) » 4) 13 4 REBAR T REBAR X X 2-3' 2'-6' LG., 18' O.C. LG., 18' O.C. 4) u 5 ) tt 4 REBAR 4 REBAR X X 2-6- 2-6- LG., is, O.C. LG., is- O.C. 5) a 4 REBAR X 2--6' LG.,1e' O.C. 5) 0 4 REBAR X 2'-6- LG., is- O.C. 5) u 4 REBAR X 21-6' LG., is, O.C. 5 > n 4 REBAR X 2-9' LG.. O.C. a REBAR X LG.. O.C. REBAR X LG.. O.C. a REBAR X LONG TOP STEEL TYPICALBLOCK FOUNDATION REBAR 11 - 4 - LONG BOTTOM STEEL LG., 1e' O.C. LG., le- O.C. LG., Is-O.C. LG., le' O.C. LG.,16- O.C. LG., 16- O.C. LG., 17 -0.C. LG., 17-O.C. LG.,17, O.C. LG.. O.C. LG.. O.C. LC.. QC. TOTAL WCT. ILOSI 25 26 27 27 31 31 32 33 42 TENCON 623 EAST EMORY ROAD P.O.80X 5066 KNOXVILLE.TN 37928-0066 DSGNR: DAR DWG. BY: MWS CH'K BY: SCALE: DATE: DATE: ocsc. 70-25 INSTALLATION ( 30 PSF) 2000PSF) SOIL PRESSURE 03TCW0. MCDONALDS SHEET 7 OF 7 B06044 McDonalds 70-25 Sign 17-OCT-88 11:16:19 Pg 1 COLUMN DRAWING NUMBER C04089 3000PSF FTG DRAWING NUMBER B06043 3000PSF FTG DRAWING P/N 000027035 2000PSF FTG DRAWING NUMBER B06044 2000PSF FTG DRAWING P/N 000027e36 150OPSF FTG DRAWING NUMBER B06045 150OPSF FTG DRAWING P/N 000027037 COLUMN P/N 254514285 O.A.H. 25.000FT. MAXIMUM WIND LOAD 30.000PSF NO. COL. 1.000 WEIGHT OF SIGN 150.000LBS ARCHES HEIGHT 3.917FT WIDTH 5.330FT SHAPE FACTOR 0.489 CENTROID HEIGHT 1.970FT AREA 10.209SQ. FT. WIND PRESSURE 30.000PSF FORCE 0.306KIPS TOTAL FORCE 0.306KIPS MOMENT 0.603KIP-FT GRADE TO TOP OF SECTIO 25.000FT TRADEMARK SIGN HEIGHT 2.333FT WIDTH 6.333FT SHAPE YACTOR 0.952 CENTROID HEIGHT 1.188FT AREA 14.066SQ.FT. WIND PRESSURE 30.000PSF FORCE 0.422KIPS TOTAL FORCE 0.728KIPS MOMENT 1.819KIP=FT. GRADE TO TOP OF SECTIO 21.083FT ESCUTCHEON HEIGHT 0.500FT WIDTH 4.387FT SHAPE FACTOR 0.328 CENTROID HEIGHT 0.333FT AREA 0.719SQ.FT. WIND PRESSURE 30.000PSF FORCE 0.022KIPS TOTAL FORCE 0.750KIPS MOMENT 2.191KIP-FT. GRADE TO TOP OF SECTIO 18.75OFT APPENDAGE r HEIGHT 0.000FT WIDTH 0.000FT SHAPE FACTOR 1.000 CENTROID HEIGHT 0.000FT AREA 0.000SQ.FT. WIND PRESSURE 30.000PSF FORCE 0.000KIPS TOTAL FORCE 0.750KIPS MOMENT 2.191KIP-FT GRADE TO TOP OF SECTIO 18.25OFT. COLUMN McDonalds 70-25 Sign HEIGHT 17.750FT WIDTH 0.333FT SHAPE FACTOR 1.000 CENTROID HEIGHT 8.875FT AREA 5.911SQ.FT. WIND PRESSURE 30.000PSF FORCE 0.177KIPS TOTAL FORCE 0.927KIPS MOMENT 17.074KIP-FT GRADE TO TOP OF SECTIO 18.250FT COLUMN WITH PLATES HEIGHT O.000FT WIDTH 0.333FT SHAPE FACTOR 1.000 CENTROID HEIGHT 0.000FT AREA 0.000SQ.FT. WIND PRESSURE 30.000PSF FORCE O.00OKIPS TOTAL FORCE 0.927KIPS MOMENT 17.074KIP-FT GRADE TO TOP OF SECTIO 0.500FT TOP PLATE WIDTH 12.000IN. DEPTH 8.0001N. THICKNESS 0.750IN. OAH SIGN *#*++*+*+* 6.250FT. MOMENT @ TOP OF REIN PLATE 17.074KIP-FT. MOMENT AT GRADE 17.074KIP-FT. FORCE AT GRADE 0.927KIPS HEIGHT OF PEDESTAL ABOVE GRADE 6.000IN. COLUMN LENGTH 18.125FT. TUBE SIZE X 6.000IN. TUBE SIZE Y 6.000IN. TUBE WALL 0.188IN. WEIGHT PER FT 14.530LBS/FT. Ixx Tube 23.800IN"4 PLATE WIDTH 0.000IN. PLATE THICKNESS 0.000IN. PLATE LENGTH 0.000FT. Ixx (tube w/PL) 23.800IN"4 Stress at grade Mc/I 19.370KSI Stress above PL Mc/I 19.370KSI COLUMN TYPE I ANCHOR BOLT CALCULATIONS ara##a#*########a####a# NUMBER OF BOLTS 4.000 BOLT SPACING 12.000IN. E' / l 6.000IN. Lam- 17-OCT-88 11:16:19 Pg Lm McDonalds 70-25 Sign 17-OCT-88 11:16:19 Pg MOMENT 17.074KIP-FT TENSION PER BOLT 6.403KIPS BOLT SIZE 1.090IN. F* 1.313IN. ALLOW. STRESS 20.000KSI ALLOW. TENSION 15.708KIPS WELD CALCULATIONS GUSSET SIZE 3.000IN. GUSSET HEIGHT 3.000IN. GUSSET THICKNESS 0.500IN. NUMBER OF GUSSETS 4.000 I weld tube 144.000IN"3 I weld gussets 504.000IN"3 I weld total 648.000IN43 S weld 108.000IN42 Weld req'd 0.0961N. Actual weld 0.375IN. PLATE CALCULATIONS PLATE M.A. 2.000IN. PLATE WIDTH 18.000IN. PLATE DEPTH 18.000IN. PLATE MOMENT 25.611KIP-IN. MIN THICKNESS 0.562IN. ACTUAL PLATE 1.000IN. P 6.500IN. 6.390IN. IS COLUMN SAME •AS HIGHER WIND LO NO MOMENT AT GRADE 17.074 17.074 17.074KIP-FT. TOTAL FORCE 0.927 0.927 0.927KIPS BLOCK FOUNDATION WEIGHT OF SIGN 0.526 0.526 0.526KIPS PEDESTAL WIDTH 2.500 2.500 2.500FT. PEDESTAL LENGTH 2.500 2.500 2.500FT. PEDESTAL THICKNESS 1.500 1.500 1.500FT. PEDESTAL WEIGHT 1.406 1.406 1.406KIPS SLAB WIDTH 3.000 3.000 3.250 SLAB LENGTH 6.000 6.500 7.000 SLAB DEPTH 3.500 3.500 3.500FT. SLAB WEIGHT 9.450 10.238 11.944KIPS TOTAL WEIGHT 11.382 12.170 13.876KIPS OVERTURNING MOMENT 21.710 21.710 21.710KIP-FT FACTOR OF SAFETY 1.573 1.822 2.237 e = OTM/WT 1.907 1.784 1.565FT. L/2 -e 1.093 1.466 1.935FT. SOIL PRESSURE 2*WT/(3*(L/2-e)*WI 2.315 1.845 1.471KSF CONCRETE 2.681 2.875 3.296YDS EXCAVATION 2.667 2.889 3.370YDS MIN. THICKNESS w/o REBAR 15.640 15.640 15.026IN. SQRT(M*12*6*1.7*.75/(.178*12*WIDTH) 3 F McDonalds 70-25 Sign 17-OCT-88 11:16:19 ACTUAL THICKNESS 42.000 42.000 42.000IN. BOT. STEEL REQ'D PER FT OF WIDTH 0.098 0.098 0.091SQ.IN. TOP STEEL REQ'D PER FT OF WIDTH 0.032 0.038 0.044SQ.IN. LONG BOTTOM STEEL REBAR SIZE 4 4 4 WEIGHT PER FT 0.668 0.668 0.668LBS/FT SPACING 18.000 18.000 16.000IN. AREA PER BAR 0.200 0.200 0.200SQ.IN. BUT. STEEL REQ'D PER FT OF WIDTH 0.098 0.098 0.091SQ.IN. AREA PER FT 0.133 0.133 0.185SQ.IN. EST NO. REQ'D 2.000 2.000 2.438 NUMBER REQ'D 2.000 2.000 3.000 LENGTH 5.500 6.000 6.500FT. WEIGHT 7.348 8.016 13.026LBS EDGE 9.000 9.000 3.500IN. LONG TOP STEEL REBAR 4 4 4 WEIGHT PER FT 0.668 0.668 0.668LBS/FT SPACING 18.000 18.000 16.000IN. AREA PER BAR 0.200 0.200 0.200SQ.IN. TOP STEEL REQ'D PER FT OF WIDTH 0.032 0.038 0.044SQ.IN. AREA PER FT 0.133 0.133 0.185SQ.IN. EST NO. REQ'D 2.000 2.000 2.438 NUMBER REQ'D 2.000 2.000 3.000 LENGTH 5.500 6.000 6.500FT. WEIGHT 7.348 8.016 13.026LBS EDGE 9.000 9.000 3.500IN. CROSS STEEL REBAR 4 4 4 WEIGHT PER FT 0.668 0.668 0.668LBS/FT SPACING 18.000 17.000 17.000IN. LENGTH 2.500 2.500 2.750FT. EST NO. REQ'D 4.000 4.588 4.941 NUMBER REQ'D 4.000 5.000 5.000 EDGE 9.000 5.000 8.000IN. WEIGHT 13.360 16.700 18.370LBS TOTAL WEIGHT 28 33 44LBS FOUNDATION WIDTH 3.000 3.000 3.250FT. FOUNDATION LENGTH 6.000 6.500 7.000FT. r Pg 0 4 C v i ., 3 ` lltiN•. fit,: i>n-'{fT PP•"9 ,ir • fr/.t' li n ,. .e r• t(y f' •. F .•' •A ~• 1 • 61 • ."+''.f :''1 ;1.i,.•kd '•l, rs I;.t • •)f, t'q •e" Ia _ •r .. 1 , ' ..•d a, •;1 ef %x ' 1tf•'a y3e •I ;la. 7 v:.i e'er!, .`• 1 of .it" •t ^i,•, -'1t :i) •;. ' .1•r •~' Al t, .. • t "t .. ' ` '• :1 _' ' ("fj •i S•.,•,,i.:1•A_ • i t%+, `"•(•• ,• ' 11 ? t :'S... `:1^;° : a •` el"' '}:,'', • •.a,. ma's:,• rf' d, ' 4j1. f. .. t^"t .. 1•'a '' k,s•.1'P , fAt ' ' 'r'r .' t• ) c / 1• t• .. • Rt }' h`•a „ 1 p:}+ }-._.7 • J'Lv '2•; • 1: . 3 • - +. Wit,, 'i.A a