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HomeMy WebLinkAbout57169A-ENG-SS2' - 0 " 5' - 6 " 6" 2'-0"Ø 5' - 0 " 4 STD. PIPE OD:4.5" WALL:0.237" 7' - 0 " 5'-0" 5'-6" FRONT ELEVATION1- 11545 W. BERNARDO COURT SUITE 201, SAN DIEGO, CA 92127 PROJECTMANAGER@SULLAWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: PROJECT #: CLIENT: DATE: ENGINEER: LAST REVISED: SIGNATURE AVIATION - MONUMENT SIGN C - 375 CO RD 352, RIFLE, CO 57169A BROOMFIELD SIGN COMPANY 6-1-2026 DGC GENERAL NOTES 1. DESIGN CODE: IBC 2015 2. DESIGN LOADS: ASCE 7-10 3. WIND VELOCITY: 120 MPH EXPOSURE C 4. CONCRETE 2500 PSI MIN. 5. PIPE STEEL ASTM A53, Fy= 35 KSI MIN. 6. LATERAL SOIL BEARING PER IBC CLASS 4 (150 PSF/FT) 7. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION. Page 1 of 4 6-1-2026 2' - 0 " 5' - 6 " 6" 2'-0"Ø 5' - 0 " 4 STD. PIPE OD:4.5" WALL:0.237" 2' - 6 " 9' - 7 " 1" 5'-0" 5'-6" OPTIONAL THIRD CABINET FRONT ELEVATION - OPTIONAL THIRD CABINET1- 3 STD. PIPE OD:3.5" WALL:0.216" 11545 W. BERNARDO COURT SUITE 201, SAN DIEGO, CA 92127 PROJECTMANAGER@SULLAWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: PROJECT #: CLIENT: DATE: ENGINEER: LAST REVISED: SIGNATURE AVIATION - MONUMENT SIGN C - 375 CO RD 352, RIFLE, CO 57169A BROOMFIELD SIGN COMPANY 6-1-2026 DGC Page 2 of 4 1/2" CAP D1 D2 1/2" L 3/16 3/16 5/16 RING PLATE "t"=THICKNESS BASE PLATE "t"=THICKNESS 5/16 PLUG WELD 4 AT 90°-45° FROM SIGN FACE SEE DETAIL #2 1/2"x2" SPLICE DETAIL1-NOTES: 1. THIS DETAIL MAY BE USED FOR PIPE AND SQUARE TUBE SECTIONS. 2. L = 1.5xD1 OR 12" , WHICHEVER IS LARGEST THICKNESS (t) FOR D1 THRU 16" DIA., USE t = 1/2" PL. FOR 16" DIA. < D1 < 30" DIA., USE t = 3/4" PL. FOR D1 > 30" DIA., USE t = 1" PL. PLUG WELD DETAIL2A- BEVEL EDGE 2B - SECTION2B- INNER PLATEROUND CORNERS 11545 W. BERNARDO COURT SUITE 201, SAN DIEGO, CA 92127 PROJECTMANAGER@SULLAWAYENG.COM PHONE: 1-858-312-5150 FAX: 1-858-777-3534 PROJECT: PROJECT #: CLIENT: DATE: ENGINEER: LAST REVISED: SIGNATURE AVIATION - MONUMENT SIGN C - 375 CO RD 352, RIFLE, CO 57169A BROOMFIELD SIGN COMPANY 6-1-2026 DGC Page 3 of 4 PROJECT: Signature Aviation - Monument Sign C DATE: PROJ. NO.: 57169A ENGINEER: CLIENT: Broomfield Sign Company 5.8.2 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-10 F=qz*G*Cf*Af with qz = 0.00256KzKztKdV2 (29.3.2 & 29.4) Cf=1.535 (Fig. 29.4-1) max. height= 9.58 1.0 Kzt=1.0 (26.8.2) (=1.0 unless unusual landscape) Kz=from table 28.3-1 Exposure= c 2 Kd=0.85 for signs (table 26.6-1) Lz= V= 120 mph G= 0.85 (26.9) weight= 0.489 kips s/h=1.000 MDL=0.00 k-ft B/s=0.57 Pole structure height at Wind Loads component section c.g. Kz qz Af shear Moment MW 1 1.0 0.85 26.6 11.0 382 382 2 4.500 0.85 26.6 25.0 869 3910 3 8.3 0.85 26.6 12.9 449 3722 sums: 49 1700 8.01 (Mw)k-ft arm= 4.7 for s/h=1, add 10% (asce fig. 29.4-1):x 1.10 8.82 Pu=0.59 kip M= 8.82 k-ft M=sqrt(MDL 2+Mw 2) Mu=sqrt(1.2MDL 2+1.0MW 2) =8.82 k-ft Pole Design section; pipe Mu < φMn with Mn = fyZfy=35 ksi ࢥ=0.9 H Mu(k-ft)t (in) Z USE at grade 8.82 0.237 4 4 Std. Pipe, ˠMn = 10.6 k-ft splice at 7 ft 0.58 0.154 0 0.45 3 Std. Pipe, ˠMn = 5.75 k-ft Footing Design footprint: round ω=1.3 IBC 1605.3.2 IBC Table 1806.2, sections 1806.3.4, 1807.3.2 S=(2x) P= 1.33 kip S1 = S x d / 3 A = 2.34 x P / (S1 x b) S=300 S1= 548 d =0.5xA (1+ (1+4.36x h/A) ^.5) CBC 1807.3.2.1 A= 2.83 footing:2' - 0" dia. 5' - 6" deep 6/1/26 DGC pressure qz*G*Cf 34.8 34.8 34.8 Z req'd. (in) Size(in) 0.22 1 3.36 4 12396 World Trade Dr., SD, CA 92128 projectmanager@sullawayeng.com Phone: 858-312-5150 Page 4 of 4