HomeMy WebLinkAboutDrawing ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PERSECTION-1609 OF THE 2017 FLORIDA BUILDING CODE--
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
-(
PROJECT NAME: VAS I e- NOA or FL#
ADDRESS NOA or FL#.
CITYISTATE NOA or FL#
ICLADDING TYPE: NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Volt} 160
NOMINAL DESIGN WIND SPEED(Vasd) 124 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE B HEADERSSTORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 25
WIND DIRECTIONALITY FACTOR 0.85' EFFECTIVE WIND AREAS
vult Vasd-- Vult Vasd vult Vasd
ENCLOSED BUILDING GCpi= +0.18 <--10SF 10SF><=26SF 20SF><=50$F
POSITIVE PRESSURE (ZONE 4+5) 43.7 26.2 ' 41.8 25.1 39.2 23.5
- NEGATIVE--PRESSURE-(INTERIOR-ZONE-4)-------- -------50.0-- -----30.0----
-37.0 57.
NEGATIVE PRESSURE (END ZONE 6) --61.7 5 .34.5 -152.0 31.2
6 20SF>
PAkTIACLLY-ENCLOSED-BUILDING--G—Cp' i6--E'+0'.6 l0S0kzi20SF" -6-:508F
POSITIVE PRESSURE-(ZONE-4+5)- ------ --
--67.4- 34.5- -66.5 -33.3---- 52.9- ---31.7,-
NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -38.6 -62.3 -37.4 -69.6 -35.8
INEGATIVE PRESSURE (END ZONES) .76.1 .45.7 -72.0 -43.2 -66.5 1 -39.9
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
1/17/2018
,. UA 6 S
UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCIlOR PANRI,S
TYPE W X N W{ TN HEIGHT SPAN # R Q SPACNG BOLTED
7 ,g CG -37.0 ? 3 3 3 J-0 0 : . rr
37 -v z 7
3 37 y lot cl6 7q S Z''
27 3e 33 s0
66 V Gt i
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66 S'
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Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie
(772):461-2116 Fort Pierce
License # SCC131151508
C cry CUSTOMER'S NAME PRODUCT
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During installation we must have access in and I ACKNOWLEDGE AND'UNDERSTAND THE ABOVE
out of property for good installation.
Owner, or someone with authority, must be
present during installation to inspect and pay
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balance due. WSTOMER'SSIGNATURE