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Plans . . • uounc 91 eLecTRic 0 sien comPanu McDonald's' 11 uesco. 1-800-444-3847 10-1 114" , .._ _ 4 A , , . .r.,., \ ./ r.--. ,,i' ''., , .:,- -5,-,i 5.. ------ , . . . . , . , . . , , \ , , . , •, . , f ' , . , . . , ', • : , • ' k . , . . , „ , \ , . \ i \ c‘-'. , , . , , 1 . , -- ---,..--,. ..--------fr----------- ,..... . 00 ' rNpOn- iri, I 0 frAlik V I' 1 I 9'-1 718" • -4 -.- 70-50 ROAD SIGN Square Footage: 54.5 sq.ft. Illumination:2-F18 T12 OW/HO 4-F36 T12 CW/HO 6-F42 T12 CW/HO 4-F64 T12 CW/HO Electrical: 13.5 Amps @ 120V 60Hz Other: Double Face Internally Illuminated Prismatic Copy and Arches Engineered for 90 MPH Wind Load Recommended Max. Height 30 OM Optional Prismatic Restaurant Copy 6/20/97 FRI 09:51 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 4-+4 BOISE 615197 1:10 PM Structural Engineering Calculations for: McDONALDS TIGARD, OREGON. 0/F POLE SIGN Index Title 1 Specifications 2 3ind Loads 3 Steel Column 4 • Footing 5 Drawing (p PEU PRQFF r, O (Q( 181yE ORE \/\ OTC \ a;•FN✓ NHS I n Young Electric Sign Company / Boise Division Roger Huber (208) 345-2982 • Sign Engineering 3.0 (C)1994 Young Electric Sign Company 0',3/20/97_ FRI 09:51 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 44-* BOISE _218e3-' 6/5/97 1:10 PM SPECIFICATIONS Project: McDONALDS Descript: DIF POLE SIGN Steel... Design and fabrication according to AISC-ASD, 9th edition. Plate, angle, channel, tee and wide flange: ASTM A36. Round pipe: ASTM A53 Grade B or equivalent. -Square-and--recta High strength bolts: ASTM A325, bearing type connections (snug tight). -11A Welding... Design and fabrication according to AWS D1.1. AWS certification required for all structural welders. E7OXX electrodes for SMAW processes. F7X-EXXX electrodes for SAW processes. Concrete... Design and construction according to ACI 318-89, revised 1992_ Compressive strength at 28 days, fc= 2,500 psi minimum. Concrete poured into constrained earth excavations must cure under proper conditions for 4 days prior to sign box installation. For pier and caisson footings, concrete must be poured against undisturbed earth. Maintain a minimum 3"concrete cover over all embeded steel. Sign Englneering 3,0 (C)1994 Young Electric Sign Company 06/20/97 FRI 09:52 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 4-4-* BOISE 3 6/5/97 1:10 PM WIND LOADS Project: McDONALDS Descript: D/F POLE SIGN Ref: Uniform Building Code 1994 Basic Wind Speed= 80 mph, UBC figure 16-1 Exposure= C flat terrain, generally open for 1/2 mile. Cq= 1.4 signs, flagpoles and lightpoles, UBC table 16-H Calculation of Design Wind Pressures Height (ft): (qs) (Ce) (Co) = Wind Pressure 0-15: 16.4 1.06 1.4 24.3 psf 20: 16.4 ' 1.13 1.4 25.9 psf 25: 16.4 1.19 1.4 27.3 psf 30: 16.4 1.23 1.4 28.2 psf 40: 16.4 1.31 1.4 30.0 psf 60: 16.4 1.43 1.4 32.8 psf 80: 16.4 1.53 1.4 35.1 psf 100: 16.4 1.61 1.4 36.9 psf 120: 16.4 1.67 1.4 38.3 psf 160: 16.4 1.79 1.4 41.1 psf 200: 16.4 1.87 1.4 42.9 psf 300: 16.4 2.05 1.4 47.0 psf 400: 16.4 2.19 1.4 50.2 psf Seismic Load Comparison Seismic Zone= 2 UBC figure 16-2 Z= 0.2 I= 1.0 standard structures Cp= 2.0 UBC table 16-P, signs Wp= 15.0 psf, typical sign box with structure Fp= (Z)(I)(Cp)(Wp)= 6.0 psf Sign Engineering 3.0 (C)1954 Young Electric Sign Company 46/20/97 FRI 09:52 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 444 BOISE J-eea5"' 6/5/97 1:10 PM STEEL COLUMN DESIGN Project: MCDONALDS Descript: 0/F POLE SIGN . Ref: Manual of Steel Construction, AISC 9th Edition Areas Subject to Wind Forces Height Width Area Centroid Wind Description (ft) (ft) (sqf() (If) (psf) 1) McDonalds Arches 24.0 ' 17.0 / 25.9 2) McDonalds Keystone 34.6 12.0 24.3 3) Escutcheon 0.67 6.00 4.5 10.5 24.3 4) McDonalds Readerboard 2.00 10.00 20.0% 9.0- 24.3 5) Support Pipe 4.4' 4.O- 24.3 6) 7) 8) Calculation of Design Forces at Critical Heights y (ft) M (#) V (#) y (ft) M (#') V (#) © grade 26,627 V 2,167 10.00 6,092 1,573 14.00 1,866 622 Column Support Design Table #of Column Column Length Start End Sleeve S act Ib Cols Type Size Elev Elev Depth (P,TS) (ft) (tt) (ft) (in) (inA3) (ksi) 1 P 81-322) 15.2 -5.2 10.0 N/A 16.80 19.0 1 P 4"(.237) 4.0 10.0 14.0 N/A 3.21 22.8 / Allowable Bending Stresses Column Column Criteria Stress increase factor 01.00 Type Size P 8"(.322) dlt <3300/Fy so... Fb- 0.66Fy= 23.1 ksi - P 4"(.237) d/t <3300/Fy so... Fb= 0.66Fy= 23.1 ksi / Sign Engineering 3,0 (C) 1994 Young Electric Sign Company OR/20/97 FRI 09:52 FAX 503 274 2769 YOUNG ELECTRIC SIGN CO 444 BOISE 615197 1:10 PM LATERAL BEARING PIE R AND CAISSON FOOTINGS Project: McDONALDS Descript: D/F POLE SIGN • Ref: Uniform Building Code 1994 (Sec. 1806.7) # Footings= 1 Moment/Footing, M= 26,627 lb-ft Pass lat soil res, q= 200 psf Composite Centroid, h= 12.20 ft Equiv Concentrated Load, P= M/h= 2,182 lb Rectangular Pier Width, W- 4.0 ft, parallel to sign face Length, L= 3.0 ft, perpendicular to sign face Depth, D= (A/2)(1+ SQR(1 + (4.36h)/A))= 5.2/ ft S1= (2)(q)(Dt3)= 701 psf b= Sgrt(WA2 + L^2)= 5.0 ft A= (2.34)(P) / (S1)(b)= 1.5 Foundation Bearing Check Allowable Bearing Pressure= 1,330 psf, 1994 UBC table 18-1-A, at grade Square Sign Wt= 1,117 lb Base Wt= 9,341 lb Area= 12.0 sq ft q max= 872 psf, soil OK, with depth increase Concrete Volume Outside Width of Column= 8.625 in Depth of Column in Footing= 5,2 ft Volume of Concrete per Footing= 2.2 cubic yards (+-) Total Order Volume of Concrete= 2.2 cubic yards (+-) Sign Engineering 3.0 (C)1994 Young Electric Sign Company V 06/24/97 ,15:18 $208 345 3064 YESCO 4.4-. 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