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HomeMy WebLinkAboutPROJECT INFORMATIONALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >=10 DEGREES SCANNED BY St. Lucie County PROJECT NAME: C e/J NOA or FL# ADDRESS V vl ec-nwoo / n)/,VO NOA orFL# CITYISTATE - (. NOA or FL# CLADDING TYPE: l- r D o 0-7/ NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 N01411Nt•1LiD?ESIGN6WINDSPEED �a§�% � 1��?s1,7 � `�x EXPOSURE B MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. EFFECTIVE WIND AREAS ENCLOSED BUILDING GCPI= +0.18 <=10SF . 10SF><=20SF ; 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 2 :6r 2g 39.2 �%23 5sV-k 36.7 yt,22 0 NEGATIVE PRESSURE (INTERIOR ZONE 4) -60.0 ; ,30Qr; -47 9 =2 �X -45.2 =$7 7 NEGATIVE PRESSURE (END ZONE 5) . -61.7 1* ?=37frQ =7 -57 5 -3' 5', -62.0 PARTIALLY ENCLOSED BUILDING GCpi= +0.55 < 10SF 10SF><=20SF 20SF>< 50SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 32s3 62.0 lt, 49.6 8;$ NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 MIN36 -62 3 =37r4 NEGATIVE PRESSURE (END ZONE 5) -76.1� J f -72 0 •1t'i e4 1,$ LIGHT GREYAREAS AREALLOWABLE STRESS DESIGN PRESSURES r-- ME / o m . 78 Ir -p /� � 'Ilk i0 �' '; LOR10P8/�9�15 J' j0 ==m �n �S s