Laserfiche WebLink
Nov 20 2009 2:13PM Rogers' Sign Corp 352 - 799 -6994 p.2 <br /> Architectural Services and 24710 State Road 54 (813) 948 -2812 <br /> Engineering, Inc Lutz, Fl 33559 Fax: (813) 949 -2016 <br /> Name: Roger's Signs Project Florida Traditions Bank <br /> Wind Speed 10 mph All Wind Loads meet 2009 Supplement with 2007 <br /> Mean Height 0 ft Florida Building Code <br /> Wind Code ASICE 7 -05 Exposure C Importance Factor 1 <br /> Wind Pressure (WP) 45.60 psf <br /> Shape Factor (SF) 1.40 Total Pressure = WP *SF 63.84 psf <br /> __.--_-.._.__._..-....--- ..__..._..- ..__.__._._.. - - - -.. 281.84 in <br /> F' RIDA TRUITIONSI3ANK <br /> Letter Height (in) 1 1 ft 6 in Connection Notes: <br /> Letter Width (in) 23 ft 6 in Use a minimum of (10) - 3/8" dia. Lag screws with <br /> Area 35.25 sq ft a minimum 2" embedment depth into structural <br /> blocking. Or use (10) - 3/8" dia. Simpson Sleeve - <br /> Number of Bolts 10 All anchor bolts with a minimum 1 1/2" emb. Depth <br /> into structural CMU blocking. <br /> Shear Value 270 fbs <br /> Tension Value 352 Ibs <br /> Shear per bolt = Area * 10 psf 35.25 Ibs <br /> Tension per bolt = Pressure * Area 225.04 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> 'Bolt Value 0.77 < 1.00 O.K. <br /> General Notes: Connection design only. All wind load calculations u, ", _ <br /> based on code reference sect on 1609, which references ASCE 7. <br /> G z� <br /> u r <br /> Shape factor are determined per ASCE 7. If site conditons differ y <br /> from stated reference contact Architecutural Services and <br /> Engineering, Inc. <br /> • Robert V 1/. WaU, ' E <br /> Fl Reg #46021 <br />