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. r JOB SAVE A LOT - ZYPHRHILLS <br /> IIII <br /> u <br /> III O t+I Q� Engineering, T T l'1• SHEET NO. 1 OF 8 <br /> �, III V <br /> X11 111 1 tax 1JLa� CALC. BY DATE 01/02/11 <br /> 607 S. Alexander St, Suite 214, Plant City, FL 33563 CHECKED BY DATE <br /> Paul D. Kidwell, P.E. Re$# 52683, COA# 28035 MEMORANDUM: VE # 10 - 01259 A <br /> CLIENT: CREATIVE SIGNS & LIGHTING LOCATION: ZYPHRHILLS. FL <br /> CHANNEL LETTERS SIGN "A" <br /> WIND = 49.2 PSF 130 MPH HEIGHT <= 30 N <br /> SIGN DIMENSIONS = 4.00 x 4.00 FT / MAX <br /> SIGN AREA(SF)* P ( = P (K) r <br /> MAX 16.0 0.049 0.79 <br /> T = PBOLTS = 0.197 KBOLT <br /> 4.00 FT 30 IN <br /> At = T /20 = 0.010 SQIN MINIMUM <br /> GRAVITY: est. 20 # /SQFT <br /> P = A *Wa = 0.320 KIPS I , ►LY W ITHA LL <br /> ALL WORK SHALL �RIDABUILDING <br /> T = 0.027 KBOLT PREVAILING CODE' , <br /> CODE, NATIONAL ELECTRIC CODE AND <br /> At = T /20 = 0.001 SQIN CITY OF ZEPHYRHIL ORDINANCES <br /> SHEAR: <br /> V = 0.080 KBOLT <br /> REVIEW DATE 1 (( <br /> Av = V /10 = 0.008 SQIN CITY OF ZEPHYRHILLS <br /> PLANS EXAMINER t <br /> BOLT OPTIONS TO SUIT WALLS: <br /> 3/8 " 0 ALL THREAD THRU BOLTS <br /> 3/8 " 0 TOGGLE BOLTS At =0.078 in ^2 <br /> 3/8 " 0 THUNDERBOLTS Av =0.110 in ^2 <br /> 3/8 " 0 LAG BOLTS W/ SHIELDS <br /> 3/8 " 0 EXPANSION ANCHORS <br /> 2 ROWS AT 2 BOLTS EACH <br /> TOTAL OF 4 BOLTS PER LETTER MIN <br /> CONTRACTOR TO FIELD VERIFY ALL EXISTING COMPONENTS AND REPORT ANY DISCREPANCIES <br /> TO ENGINEER PRIOR TO BEGINNING ANY WORK <br /> WIND = 130 MPH EXPOSURE = C <br /> COMPLIES W/ "2007 FBC W/ 2009 SUPP.- ASCE 7 FOR THE 3 -SEC. GUST VELOCITY INDICATED ABOVE" <br /> CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N.O. <br />