14-31-004izOOF PLAN
NU -vUE NVTH -24 ( STRAPS TRUSS ANC+IOR)
R3atatance: Upliftnl,3212r, I-Valong wall)=-1839
L2 Nomal)=1350
ACCEPTANCE: NOA 04- 0510 .03
EXPIRES: 12/23/14
Provide: (8) 10dx15' Haile in straps, and (8) 10dx15'
nails in Beat.
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PLAN FOR F0R'= CAaT
IN PLACE TIE OK
strap detail A
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VALLEY SET OF TRUSSES
(MTD. OVER
ROOF STRLICTUR£
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LOAD8(188)
BEAT FLAIE
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DETAIL A
APPR. GALV. M. STRAPS
(BOTH SIDES) Vo'xl'x24' SEC.
TO EXIST ROOF FULLY NAILED
WITH GALVANIZED sl0dXIt'2' NAILS.
6' WEDGE NAILED TO TRUSS
OR BEVEL CUT TRUSSES
AT VALLEY
tie in details
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PI66Y BACK TRU55E5
HURRICANE 5TRAP 5r Nu -Vue
MANUF. MODEL NVRT -24 ® 2' - O" CIO
W 4-I6d NAIL5 EACH CONNECTION
MAIN ROOF SHEATHING
Piggy Back Truss Anchorage Detail
n,�• N.T.S.
2x4
2 -16
ROOD FRAMING PLAN
DESING CRITERIA.
WIND
115 mph WIND VELOCITY �
CATEGORY II
�e
EXPOSURE "C"
FLORIDA 5UILD INCA CODE
ASCE 1 -10 EXPOSURE "C"
WHICH THE DESIGN WAS 5ASED ON,
SUPERIMPOSED LOADS
DL = 1-1 PSF
LL= 30 PSF
NET WIND UPLIFT TOTAL 41 PSF
ZONE -1 - 60.0 (UPLIFT)
DL = 10.0
NET UPLIFT = -50.0 PSF
ZONE -2 - 90.0 (UPLIFT)
DL - 10.0
NET UPL IFT = -80.0 PSF
f
SCALE 1/4' =1' -0'
k2 t = 10
k2 d = 0.85
kh = 0.85
V = 115 mph
NT FACTOR + 0.18
A
ROOF FRAMING NOTES
1- ROOF S I STEM CONSIST OF 5/8" CDX. PLYWOOD
SHEETING OVER WOOD TRUSS AT 24" O.C. 5Y
TRUSSES MANUFACTURER
TRUSS MANUFACTURER TO SU5MIT SIGNED AND
SEALED SHOP DRAWING 4 CALCULATIONS FOR
APROVAL.
2- INDICATING ALL REACTIONS (GRAVITY AND -
UPLIFT) AND RECOMMENDED TRUSS ANCHORING
S I STEM TO THE SUPPORTING STRUCTURE.
ALL TRUSSES MUST SE SECURED TO SEARING
PARTITIONS 4 TIE SEAMS W /HURRI CANE STRAPS
OR AS INDICATED 5Y THE TRUSS MANUFACTURER.
3- COORDINATE ALL ROOF SLOPES AND LOCATION
OF ALL CHABES W /ARCH. AND MECH. DRAWING
4- PROVIDE STRUCTURAL WOOD FASCIA FOR THIS -
LENGHT AT ALL CORNERS W131-O" OVERHANG, DO
NOT ATTACH FASCIA W/NA I LS PENETRATING EN-
GRAIN OF TRUSS SEE CONNECTION DETAILS FOR
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