HomeMy WebLinkAboutWind Load Calculation RECEII"-D OCT 16 201,5
ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10
PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE
ROOF PITCH IS GREATER THAN 2792"OR >= 10 DEGREES
PROJECT NAME: NOA or FL# V
ADDRESS NOA or FL# �'� -3 3 r�
CITY/STATE - C/C c NOA or FL#
CLADDING TYPE: �57L-C V Ce; h�, NOA or FL#
COMPONENTS AND CLADDING OF WALLS
ULTIMATE DESIGN WIND SPEED (Vult) 160
t�i131N�1 R1IV4 ;.D . Ryas F � h ROLL DOWNS, W/NDOWS, MULLIONS,
EXPOSURE B HEADERS,STORM BARS etc.
MEAN ROOF HEIGHT 30
TOP OF WINDOW OR SHUTTER HEIGHT 20
WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS
ENCLOSED BUILDING GCpi=+0A 8 <=10SF 10SF>< 20SF 2oSF>5508F
POSITIVE PRESSURE (ZONE 4+5) 41.0K ' 39.2 � � 36.7
Lu
NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 ` -� � -47.9
� �.�, ; -45.2
LL NEGATIVE PRESSURE (END ZONE 5) - 1.7 �;N f1 - 7.5 w ..." � '
.� ��.�� -52.0
PARTIALLY ENCLOSED BUILDING GCpri=+0.55 <=1oSF 10SF><=269F 20SF>� ,SoSF
POSITIVE PRESSURE ( ZONE 4+5) 53.9 ' r � 49.6
NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 r$ &� -62.3n '� -59.6 IW
O,
PRESSURE (END ZONE 5) -76.1 ,�:.3 -72.0 • -66.5 , .
LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES
8/10/2015