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'IJ. INF-CD . <br />25379 Wayne ]Mills Pl # 272 <br />Valencia, CA 91355 <br />Sign Design Based on 2010 CBC I <br />Job #1029_21313_R <br />Project McFadden Plaza-Monument 1 <br />Job locallon 1400 VI0age Way <br />Sanla Ana, CA. <br />INPUT DATA <br />Exposure category (8, C or 0)C <br />Importance lactor. pg 77, (0.87.1.0 or 1.15)1 = 1.00 Category 11 <br />Basic wind speed (3 sec. gust wind)V =00 mph <br />Topographic factor (Sec,8.5.7,2, pg 28845) lit •1 Fmt <br />Height to Top h = 5.5 n <br />Vertical dimension (for wal. 6 = h>G = 5.5 fi <br />Horizontal dimension B • 8.045 n <br />Dimension or fettln comer 4 •1 ft <br />Moment Arm A = 3.025 n <br />DATE 12/18/2013 <br />TEL: (661) 259-0700 <br />FAX: (661) 259-0900 <br />superior <br />Electrical advertisingf <br />1700 West Anaheim Street <br />Long Beach, California <br />90813-1195 <br />Phone: 562.495.3808 <br />Facsimile: 562.435.1867 <br />www.superiorsigns.com <br />Project <br />McFadden Place <br />DESIGN SUMMARY ,EX. SrL SQ. HSS <br /> HSS 4x4xl/4Max horizontal wind pressure p = 18 psY <br />Max total horizontal force at centrold 01 base F = [63Elkups 222Max bencing moment al centroid ol base M = |409kip-fl <br />Address: <br />1400 Village Way <br />Santa Ana, CA 92705 <br />1/2"DIA. <br />ANALYSIS I · THRU BOLTVelocity pressure r <br />%. = 0.00256 K, Kn K.V' 1 =14.98 ps1 -CABINET4 61 <br />where L FRAME <br />44 = volocity pressure at mean roof helght, h. (Eq. 6-15, page 27)TYP. <br />Ke, = velocity pressure exposure coefficient .0.85 =h-evatuated m height, h,(Tab. 6-3, Case 1. pg 79) <br />1<d a wind directionality factor. (Tab. 6-4, for building, page 80) .0.85 <br />h = height of top 5.50 n <br />Account Manager: <br />Cynthia Lima <br />Designer: <br />M. Miller 3.50 <br />Scale:AS NOTED <br />Wind F6rce Case A: re,ultant force though the geometric center (Sec. 6.5.14 & Flg. 6-20) <br />P =q.GC,=18 psf <br />F•p A. -0.80 kips <br />M = F (h - 0.88} for sign, F (0.5Sh) forwall 2 2.41 klpt <br />where: G = gust effect factor. (Sec. 6.5.8, page 26). -0.85 <br />C, = net force coamdent. (Fig. 6-20. page 73)1.43 <br />A..Bs -44.25 ft' <br />CONNECTION Design No.: 13-09-6775-03 <br />(2 PLACES)NTS <br />Date:09.03.13 <br />Reg. No.:220186 <br />Revisions: <br />EX. Footina Desian (Nonconstrainedl 1 <br />Diameter =1.50 FT <br />Soil Pressure =100.00 PSF/FT <br />S,=364.00 PSF <br />SIGN <br />A=3.41 FT CABINET <br />EMBED.=5.47 FT <br />24' <br />E-4- <br />9 0. <br />1 1 <br />41- <br />1 1 <br />Rl 0946-13 mdrn (1.0) add engineering <br />R2 09-11 -13 mdm (.5) change sign C <br />to 18 panels. <br />R311-11-13 mdm (.5) 008 <br />R4 Jn (.25) 12/20/13 update engineering <br />sheet <br />18 In. Dia.Depth =5 -6.1 (OK) <br />1 1 1EX. Pole Desian Check St'I. Square HSS 5'-6- <br />Sec. Mod. Reg'd <br />S= 1.05 1 <br />USE A500 GradeD-n <br />HSS 4*4*1/4 140/(019 <br />.I.F. <br />OFESS/ <br />4GO GO *49)0 <br />.C72319 <br />CIVIL <br />4 E OF C AL\F* 41; <br />-7 <br />Z.- <br /><44>0. <br />i <br />E<. 1 <br />5'-6- <br />CONC. <br />FOOTING | <br />1 <br />1 -EX. SrL SO. HSS <br />HSS 4x4xl/4 <br />V. I.F. <br />11 <br />1 I r-EX. 1'-2", 8'-4' <br /> CONC. PAD11 <br />44---------------- -, <br />1 1 111 <br />1 1. 1 <br />1 1- i <br />:11 1 <br />11 1 <br />1 1 . f--EX. CONC. FOOTING <br />il I <br />1 1 -J <br />• APPROVALS • <br />FOR JOB CHECK DATE <br />AccLMgr. <br />FOR CONSTRUCTION DATE <br />Acct. Mgr. <br />Design <br />Production <br />FOR INSTALL ONLY DATE <br />Acct. Mgr. <br />Page: 04.1 Of: 08 <br />NOTE. SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. <br />lili 1 <br />1. 11 1 <br />1 11 1 <br />1. - 1 <br />1 - 2 -9 <br />1--=-1 <br />ELEVATION <br />This is an original imkished *swing created <br />by Superior 8ectrical Advertising, Inc. It is <br />submitted for your apploval. It is not to be shvn <br />b Iyone outside of your organizan, nor is it <br />to be reproduced, copied or exhibited in any <br />fashion. the chan®gof colors, sizes, materials <br />or mumination method does not alter the design. <br />Ownership of this design is held by Sl,erior <br />Electrical Adveris4, Inc. Adlwzization to use <br />this design in any fashion must be obtained in <br />%,riting from Superior Elecoical Advertbing, Inc. <br />N.T.S.© SEA 2013 <br />Note: The Colors depicted hele ate a gmphic <br />fepresentaion. Acttal mlorsmay vary. <br />See color specificaOons.