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<br />Ben Mills & Associates - Consulting Engineers <br />120 Uranus Court, Indialantic, FL 32903 Tel & Fax (407) 779-4816 <br /> <br />------------------------------------------------------------------------ <br /> <br />CLIENT: <br />SIGN: <br />LOCAL: <br /> <br />Gul f C,:,ast Si gns <br />7-Eleven (Model 50) <br />Varies <br /> <br />JOB NO.: <br />DATE: <br />DES BY: <br /> <br />'32016001 <br />4-27-'32 <br />BM <br /> <br />-----------------------------------.-------------------------------------- <br /> <br />GOVERNING CODE: Source-Standard 81dg Code, 1991 Edition, Chap 1205.4 <br />Wi~dSpd = 110 mph WindPrs = 42 psf <br />UseFac = 1 8aseSup: unrestrained <br />MeanHgt = 17.58 ft. Soil: Sand (SW:), medj.um/dense <br />Exposure: Coastal No.Col. = 2 <br />GustVel = 35 psf WndLciad = 4704 Ibs <br />M/N = 2 Moment = 82696 ft-lbs at base <br />Cf = 1.2 Torque = 0 ft-lbs at base <br /> <br />11--7~~-~t~----------~~~S~?~::t~------------~:------------ <br /> <br /> <br />'" <br />.... <br /> <br />. <br />r /. ...... <br />vt!'crlon /l-/I -....; <br /> <br />/~ /I f/II'cl< lxue Rfj~ wi 1- ;J"r;5 <br />19 -~o7 x 3(; II /0"7 "'/. -5. <br />w/!:/cI $ "k.3" x ," 'l1l,S,u1 ;t~,f <br />;fD ~/, Cor/1q- ~CI IN~/d Cd/. <br />~ II araurt d <?_ .6c..1tt. <br /> <br />S"xB "J<~I/ -Slee/ 7v6e Colv"'l'J <br />wi /3eose /l'ale a.& ~o~n <br /> <br />R-ov,'c/t!. I" 90'p /..r 4;- <br />...s1r~711, 'jrovl" Lue/''i Alvis <br /> <br /> <br />/1.13. (rel2 0 .5Qvt!.) <br /> <br /> <br />~ <br />~ <br />..., <br /> <br />~ <br /> <br />.. <br /> <br />\5 <br /> <br />~ <br />" ~ <br />~ ...., <br />..., ~ <br /> <br />fJLA1/i ,." ~ <br />l)/t Ft; '. flo EV,'iA:;fiJ <br />t:. -: ....._. rr fill ''';''' <br /> <br />IJUILtNN' h ;;~'-:'-''\ .....s::7:->/" Q~:~ <br />.. "..Pt ~ hi{, i~~ <br /> <br /> <br /> <br />'. <br />C'- <br /> <br /> <br /> <br />~ <br />...)) <br />"" <br /> <br />/. <br />E70 't()( <br /> <br />. . .1 ;. I; , <br />. I. I . <br />I 'f . <br />. I' . <br />I ' <br />--- . + -- <br />. .. . , ~. <br /> <br />, j <br />r I. <br />. I 'I <br />-..4' ..- <br />e...... . . '. <br /> <br />.J I II <br />"1.0 ~,r. <br />C oncr(!/~ <br /> <br />SIGN ELEVATION <br />scale: 1~" <br /> <br />Sheet 1 clf 1 <br /> <br />-------------------------------------------------------------- <br /> <br />GENERAL NOTES AND SPECIFICATIONS <br />VERIFICATION: Contractor verify all dimensions and Boil conditions and <br />notify Engineer in writing of descrepancies before installation of sign. <br />MINIMUM MATERIAL SPECIFICATIONS (REQUIRED IF SHOWN ON PLAN) <br />CONCF.:ETE: Cc,de-ACI 318-88: Type-ASTM C-94: Strength- ::30;)<) psi @ 28 dc:~ys <br />CONCRETE REINFORCING: ASTM A615, grade 40, deformed bars. <br />STEEL: Code-AISC/ASD Manual (89), Grade-(Pipe)A53-S/8, (Tube)A500-B/46 <br />(WF)A36/36 ksi. Welding by certified welder per AWS. Shop primed. <br />WOOD POLES: Code-AITC: Fabricate as per ASTM D25 from SYP @ fb=1700 psi <br />per ASTM D2899 and treated as per AWPA C-3. <br />