3715 S Orlnado Dr - 08-000560 - REVISION ON SIGNREVISION
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PROJECT ADDRESS S `715—
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DESCRIPTION OF REVISION
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SGALE 4" = 19
WIND DESIGN CRITERIA WILSON DRAFTING AND DESIGN
WIND VELOCITY 120 MPH ORLANDO, FL.
PH. 321-303-6699
IMPORTANCE FACTOR 1.0
ExPosuRECATEGORvcMMRF) g
ENRIQUE A. TORRENS, P.E. # 33379
Q, REVISED 4-22-08 624 BUCKINGHAM DR.
INTERNAL PRESSURE COEFFICIENT +0 -0 OVEIDO, FL 32765
PH/FAX 407-977-3689
NOTE: COMPONENT & CLADDING PRESSURES 22.4 psf NOT VALID FOR CONSTRUCTION
1. DESIGN WIND PRESSURE IN
CONFORMANCE W/ SEC 6 OF ASCE 7-02 FORCE COEFFICIENT Df 2 UNLESS SIGNED AND SEALED
120 MPH REGION, 22.4 PSF. 4. STRUCTURAL STEEL ASTM A36 STEEL PIPE: PROJECT
PER F.B.C. 2004 ED. & 2006 SUPP) ASTM A53 GR. B SQUARE TUBE: Fy= 46KSI
SEMINOLE CENTRE (12'X 13'-8" MONUMENT)
2. SOIL SHALL BE CLEAN SAND WITH 5. ALL WELDING SHALL BE IN CONFORMANCE W/ AWS
SEMINOLE CO, FL
A MINIMUM ALLOWABLE BRNG PRESSURE D1.1 LATEST EDITION USING E70XX ELECTRODES. JORM
OF 2000 PSF AND A MINIMUM ALLOWABLE ( ) 70638 (80242)
LATERAL PASSIVE PRESSURE (FOR ISOLATED ALL WELDS SHALL BE FULL PENETRATION WELDS AT :
POLE) OF 600 PSF/FT. AT ALL POINTS OF CONTACT UNLESS NOTED OTHERWISE. FORJAYCO 3.
CONCRETE: SHALL BE 3000 P.S.I. ® 28 DAYS. 6. PRE—ENG'RED SIGN FACE BY OTHERS. DATE: sREET: 4-
22-08 1 OF 1 sl
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