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Vt,J- IIN C <br />25379 Wayne ZV[ills Pl # 272 <br />Valencia, CA 91355 <br />I Sign Design Based on 2010 CBC <br />Job #1029_21313 <br />Project Mci:adden Plaza-Monument 2 <br />Job Location 1400Vmage Way <br />Santa Ana, CA <br />INPUT DATA <br />Exposure category (3, C or D) =C <br />Importanco factor. po n, (0.87,1.0 or 1.15) I ,1.00 Category Il <br />Basic wind speed (3 sec. gust wind)V - 90 mph <br />Topographkfactor (Sec.6.5.7.2, pg 26 & 45) Ka =1 Flat <br />Height to Top h =11 n <br />Vertlcal dimension (for wall, s = h)s = 9.052 It <br />Horizontal dimension.B = 6.17 ft <br />Dimension of return corner L • 1.17 R <br />11 <br />OATE 9/4/2013 <br />TEL: (661) 259-0700 <br />FAX: (661) 259-0900 <br />- SIGN COMP#1676 ALUM. <br />PANELS <br />- 1" ALUM. CHANNEL <br /> WELDED TO EXTRUSION <br />19. <br />STL SQ. HSS <br />HSS 3x3xl/4 <br />SIGN COMP EXTRUSION <br />#1671 EXTERIOR POLE <br />COVER <br />L__J. <br />sup€rior <br />electrical advErtisingi <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 />Moment Arm A = 6.05 U <br />DESIGN SUMMARY <br />Max hortzontal wind pressure p = 21 w <br />Max total horizontal force at centrold of base F - li37311.ps <br />Max bending moment at centrold of base M = |iliLlklp-ft CONNECTION <br />(2 PLACES) <br />- 11/2"STL ANGLE <br />CLIPS WELDED TO <br />HSS 3x3xl/4 <br />NTS <br />Address: <br />1400 Village Way <br />Santa Ana, CA 92705 <br />ANALYSIS <br />ME&Elilneagm <br />qi - 0.00256 K.K.KIV' I =14.98 psf <br />where:0.-r <br />4 = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) <br />3-10'·Itc velocity pressure exposure coefficient .0.85 I <br />evaluated at height, h,(Tab. 6-3, Case 1, pg 79) i i <br />Kal = wind directionality factor. (Tab. 6-4, for building, page 80)0.85 <br />h = height of top =11.00 8 11 <br />Account Manager <br />Cynthia Lima <br />Designer: <br />M. Miller 3.50 <br />Scale:AS NOTED <br />1·-0 <br />Wind Force CAM A: resultant force though the aeometrle center (Sec. 6.5.14 & Ag. 6-20) <br />PIGC,=21 psf <br />F=p A. =1.17 kips <br />M = F {h - 0.5,) for *Ign, F (0.5511) for wall 7.10 klp·n <br />where: G . gust effect factor. (Sec. 0.5.8, page 26).0.85 <br />C, 8 net force coemdent. (Flg. 6-20, page 73)1.62 <br />A,=Bs .55.85 n>' / <br />1 1 <br />Footina Design (Nonconstrainedl <br />DIameter =1.50 FT <br />Soil Pressure =100.00 PSF/FT <br />St=366.00 PSF <br />11'-0" <br />7.-2 <br />A=2.50 FT <br />EMBED.=5.50 FT //N,/607 A *11 <br />Pole Design <br />Sec. Mod. Req'd. <br />S= 1.54 | <br />114= 47 <br />*X <br />SIGN <br />CABINET <br />On SQ. HSS <br />HSS 3x3*1/4 <br />Design No. 13-09-6775-03 <br />Date:09.03.13 <br />Reg. No.:220186 <br />Revisions: <br />Rl 09-06-13 mdm (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 />I 18 In. Dia.Depth = 5'- 6" 1 <br />Stl. Square HSS <br />USE A500 Grade B V \/ <br />HSS 3x311/4 iS=2.01/V> 7CIVIL·/ / <br />- 1" ALUM. CHANNEL-L-__*6/ WELDED TO EXTRUSION <br />TYP.TYP. <br />' i615$#§6ii**32j* <br />\ - SIGN COMP#1676 ALUM. <br />f- PANELS <br />• APPROVALS • <br />FOR JOB CHECK DATE <br />Acct. Mgr. <br />FOR CONSTRUCTION DATE <br />Acct Mgr. <br />Design <br />ProductionF---91 • <br />. FOR INSTALL ONLY DATE <br />J-L <br />/ -ST'L SQ. HSS 9-5*-CONSOLIDATED <br />HSS 3x3xl/4 'C *IC. rc=2500 psI <br />/ -1" ALUM. CHANNEL '. <br />Acct. Mgr. <br />Page: 06.1 Of: 08 <br />WELDED TO EXTRUSION <br />TYP. <br />rnCONNECTION (2 PLACES) NTS <br />NOTE: PROVIDE ISOLATION BETWEEN DISSIMILAR MATERIALS. <br />This is an original utpubished drawing created <br />by Super or Bed,icalAdverlising, Inc. Itis& L. submiNed for your *proval. It is not to be shmto anyone outside of your organization, n, b it <br />4 •to be reproduced, copied or exNbited in any <br />fashion. The chandng of colors, shs, materials <br />or munination method does not alter the design. <br />' DIA. 'Onners4 Of this desip is held by Superior <br />ELEVATION Eledrical Advertising, Inc Authorization to use <br />N.T.S.#lis ddgi b any fashion must be obtained in <br />wriing from Superor Beciical Advertising, Inc. <br />© SEA 2013 <br />Note: The Colors depided here are a gaptic <br />representation. Acttal colcols may vary. <br />See color specifications