HomeMy WebLinkAboutdrawing ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2017 FLORIDA BUILDING-CODE .
ROOF PITCH IS GREATER THAN 21,/12„ OR >= 10 DEGREES
PROJECT NAME: NOA or FL# -1
ADDRESS C1 ctg1J x73Ve-- eel NOA or FL#
CITYISTATE �� lr FC. NOA or FL#
CLADDING.-TYPE: Usls,� m �� c �, NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED Vult 160
NOMINAL DESIGN WIND SPEED Vasd 124 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 25 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
Vult Vasd Vult Vasd Vult Vasd
ENCLOSED BUILDIp1= - SF><---20SF- 0SF><=60SF
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 -47.9 -28.7 1 -45.2 -271
NEGATIVE PRESSURE (END ZONE 5) -61.7r, 37.0 7.5 -34.5 -52.0 -31.2
PARTIALLY ENCLOSED BUILDING GCpi= ±0.55 <=10SF 10SF><=208F 20SF><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 57.4 34.5 55.5 33.3 - 52.9 31.7
NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -38.6 -62.3 -37.4 -59.6 -35.8
NEGATIVE PRESSURE (END ZONE 5) -76.1 -45.7 -72.0 -43.2 -66.5 -39.9
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
1/17/2018
Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie
License # SM 31151508 (772) 461-2116 Fort Pierce
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During installation we must have access in and I A KNOWLED UNDERSTAND THE ABOVE
out of property for good installation.
Owner, or someone with authority, must be
present during installation to inspect and pay
balance due. Z CUSTOME SIGN RE
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE-2017 FLORIDA BUILDING CODE.
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
IPROJECT NAME: w Y C4✓ NOA or FL# t7i7 -,Q -
ADDRESS (f otr1lJ� �r DVS C�; NOA or FL# .
CITY/STATE �• Crl� `. NOA or FL#
CLADDINGTYPE: V�zi�p o �� c �i NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
NOMINAL DESIGN WIND SPEED Vasd 124 ROLL DOWNS, WINDOWS, MULLIONS,
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 25 EFFECTIVE WIND AREAS
WIND DIRECTIONALITY FACTOR 0.85
Vult Vasd Vult Vasd Vult Vasd
CLOSED BUILDING pi=±
<!=109F l0SF><=20.SF ><_
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 -47.9 -28.7 -45.2 -271
NEGATIVE PRESSURE (END ZONE 5) -61.7 -37.0 7.5 -34.5 -52.0 -31.2
PARTIALLY ENCLOSED BUILDING GCpI=±0.55 <=10SF l0SF><=20SF 20S.F><=50SF
POSITIVE PRESSURE ( ZONE 4+5) 57.4 34.5 55.5 33.3 52.9 31.7
NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -38.6 -62.3 -37.4 -59.6 -35.8
NEGATIVE PRESSURE (END ZONE 5) -76.1 . -45.7 -72.0 -43.2 -66.5 -39.9
LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
1/17/2018