HomeMy WebLinkAboutDESIGN LOAD CRITERIA3GANNED
BY
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DfEGIGN LOAD CR17ERIIA
US16N LOADS PER THE FLORIDA EXI511%13UILDIN6 CODE, 2010 EDITION
DESIGN CRITERIA PER A5GE'I
ULTIMATE WIND SPEED Pr-eION
NOMINAL WIND SPEED RE610N, V(mcU._.__.._._.132 MPH
WitD BORNE DEBRIS REGION
ENCL05ED STRUCTURE
BUILDING HEIGHT t 40 FT
ROOF PITCH FLAT 111
RISK CATEGORY III
INTERNAL PRESSURE COEFF. 3 0.18
EXPOSURE B
HEIGHT 4 EXPOSURE GOEFF. 1.09
END ZONE 15 WITHIN A DISTANCE OF
(0) = 4 FT FROM BUILDING CORNERS.
FASTENER SCHEDULE PER 10 LINEAR FT
ZONE
DC-516N
PRESSURES
NO. OF
FASTENERS
ALLOWABLE
PRESSURES
FASTENER SPAO"
LAP
FIELD
I
WA
WA
WA
WA
WA
2
3
WA
-86
WA
68
WA
43
WA
6' O.C.
WA
(2) STA66E W ROHS 0 5' O.G.
CALCULATIONS FOR OAF RUBEROID MODIFED BITUMN ROOF STSTEN FOR WOOD DECKS
GAFGLAS 075 SASE GREET ATTACHMENTS AT FLAT ROOF AREAS INCA Na 14.0/11.01 EXPIRES 11/6/111
CALCULATIONS BASED ON THE ROOFING APPLICATION STANDARD (RAS 1171 GENERAL LFINITATION 07
A) KNOWN a OF FASTEMIi 5 = Ift*OIv*! A OF FASTERS
MAX. DESIGN PRE55M ELEVATED DESIGN PRESSURE
B) PA51B BASE SHEET WITH APPROVED ANNULAR RING SHANK NAILS AND TIN GAPS
G) KNOWN 0 OF FA5TEM1ER5 PER 10 LIN. FT: 35 (9' O.C. a THE LAP 4 (2) 5TA66ERED ROWS 0 12' O.C. IN FIELD)
MAX. DESIGN PRE951 RE = -45 P5F AS PER NOA
ZONE 9
15E 68 PASTENER5 PER 10 LINEAR FEET
_33 X
X - 63.1 FASTENERS ALLOWABLE UPLIFT -43 P5F > REOT) -bb %F
ANCHOR SHEET SHALL. BE FASTENED a 6' O.G. IN THE LAP 4 TWO 5TA66ERED R006 o 5' O.G.
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