HomeMy WebLinkAboutBuilding Permit Application (2) RECEIVED
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 JAN 0 8 2019
PER SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE { ST. Lucie County, Permitting
ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES
PROJECT NAME: sq ,'t �D l`) NOA or FL# ,Zr
ADDRESS 4100f "eve L NOA or FL#
CITY/STATE C/Cc NOA or FL#
CLADDING TYPE: �j�M VAi Ca ^ -er^ NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
NOMINAL DESIGN WIND SPEED Vasd 124 ROLL DOWNS, W/NDOS,
19fis: COPY
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 I Vasd Vult I Vasd Vult I Vasd
ENCLOSED BUILDING GCpi=±0.18 <=1oSF 10SF><=20SF 20SF><=50SF
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 -27.1
NEGATIVE PRESSURE (END ZONE 5) -61 -37.0 - 7.5 -34.5 -52.0 -31.2
PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=IOSF 10SF><=20SF 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 1 -45.7 -72.0 -43.2 -66.5 -39.9
1�J LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
1/17/2018