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COMPONENTS& 'LADDING FOR A BUILDING WITH PAGE DESCRIP11ON NOTES:
A MEAN ROOF HE GHT OF 30 FT. 1 1 ST FLOOR PLAN -DESIGN PER FLORIDA BUILDING CODE 2014 EXISTING BUILDING
EXPOSURE C (ps ASCE7-METHOD1 2 2ND FLOOR PLAN -BUILDING IS ENCLOSED. INTERNAL PRESSURE COEF. =0.18
BASIC WIND SPE�D 130(MPH) -EXPOSURE B IMPORTANCE FACTOR= 1.00
3 NEW FRAMING PLAN -WIND SPEED 130 MPH
ZONE AREA PRESSURES -DESIGN ROOF LL 20 PSF
4 10 36.8 -39.9 -ALL LUMBER IS#2 SYP OR SPF _j
INTERIOR 4 20 35.1 -38.2 Lu
4 50 32.9 _w.1 -CONCRETE DESIGN STRENGTH REQ'D 3000 PSI @ 28 DAYS in
4 100 31.3 -34.4
4 500 27.5 -30.5 -HURRICANE CLIPS ARE SIMPSON STRONG TIE C)
5 10 36.8 -492 -USE ALL FASTENERS REQUIRED BY MANUFACTURER
END 5 20 35.1 -46.0 Lu
5 50 32.9 -41.5 -FASTENERS USED WITH ACQ PT WOOD MUST CONFORM
5 100 31.3 -38.2
5 500 27.5 -30.5 W/ASTM STANDARD Al 53 AND HOT DIPPED GALVANIZED
GARAGE DOOR W ND LOADS FOR A CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653
BUILDING WITH A MEAN ROOF HEIGHT OF 30 FT. (CLASS G-1 85). OTHER FASTENERS RECOMENDED ARE
EXPOSURE C (psi) TABLE 1609.2.1(5) STAINLESS STEEL AND THOSE RECOMMENDED BY THE
BASIC WIND SPEED 130(MPH-3 SECOND GUST) HARDWARE MANUFACTURER.
WIDTH HEIGHT PRESSURES SOIL BEARING CAPACITY REQUIRED 2000 PSF.
ROOF ANGLE 0-13 DEGREES
8 8 35.5 -40.2
1 0 10 34.4 -38.6
14 14 326 -36.4
ROOF ANGLE 13 DEGREES
9 7 38.7 -43.8
16 7 37.1 -41.3
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C.R. Caudel, P.E. 9 DRAWN BY: B CAUDEL--- DATE S'CALE SHEET
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Phone (904) 272-5005 JOB#: 16-009 -7/27/-1-6
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151-17 CoUgge Brive Orange Park, F&w*la 32065 7/27/16 3
Phone (904) 272-5005 JOB#: 16-009--