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23' COMPONENT&CLADDING DESIGN PRESSURES:
ROOF LOCATION ACTUAL ALLOWABLE
T— ZONE 1 FIELD -27 PSF -90.0 PSF
12' FLAT ROOF ZONE 2 PERIMETER -41 PSF -90.0 PSF
AREA ZONE 3 CORNERS -56 PSF -90.0 PSF v
WOOD DECKING: u o M
19/32"(MIN.)PLYWOOD OR WOOD PLANKING @ 24"O.C.SPANS ATTACHED WITH 8d NAILS a CU
@ 6"O.C.MAX. IN THE FIELD&6"O.C.MAX.AT THE PERIMETER.
o.
28' CALCULATIONS BASED ON THE ROOFING APP.STANDARD(RAS117) a 4N ^w
BONDED ROOF COVER:
COVER PLYWOOD WITH SAV BASE&CAP SHEET(BASED ON FLORIDA PRODUCT
APPROVAL#FL1654-R16).
FI—
ZONE 1: � ® ®
43' .- N B s 9
ALLOW.UPLIFT=-90.0 PSF>ACTUAL=-27 PSF i0 ���V d
AR 7 a m
Mo
191 N u <
0 �
ZONE 2: PL�IITfING N y
N
ERI
BUILDING ROOF LAYOUT St. Lucie County FL o o
SCALE:N.T.S. ALLOW.UPLIFT=-90.0 PSF>ACTUAL=-41 PSF
y N C e
W �.moo z
ZONE 3: N_
ALLOW.UPLIFT=-90.0 PSF>ACTUAL=-56 PSF W
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USE SYSTEM NO.W-45 FROM THE"POLYGLASS USA, INC."PRODUCT APPROVAL V o a
JAJ— j I Al— #FL1654-R16 1�J lot
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NOTES:
DESIGN CRITERIA: _ O
1. ROOFING OVER EXISTING WOOD DECK. 2014 FBC z so
Co
O Q O O O 2. INSTALL FASTENERS PER REQUIRED , ASCE 7-10 — 1 v
FREQUENCY LISTED ABOVE FOR WOOD WIND LOAD: 160 MPH Nut :3 6
DECKING&ROOF COVER. 124 MPH(Vas.1
0•• c�
3. FOLLOW ALL LOCAL®IONAL WIND BORNE DEBRIS REGIPlj�l��.'• DRAWN N—qb, ,
ORDINANCES. MEAN ROOF HEIGHT:<15' �i� Byy J� oss�.sH0 �
4. USE BONDING/FASTENERS AS PER FLAT ROOF CONDITION
O O O 3 O O REQUIRED MANUFACTURERS ENCLOSED BLDG. J I J f f Ups
SPECIFICATIONS&FL#1654-R16. BLDG CATEGORY: II
SCALE
5. ALL DIMENSIONS ARE TO BE VERIFIED BY EXPOSURE:"B" ASSHOWN
q— CONTRACTOR. ADJUSTMENT FACTOR: 1.00 SHEET
GCPI:+/-0.18
ROOF ZONES
END ZONE(A):4.0'
S-1
SCALE:N.T.S.