HomeMy WebLinkAboutWIND PRESSURE CHART BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESsURE FOR COMPONENTS & CLADDING CeS.F'.Z FOR ASCE 7 16 PEAK ROOF HEIGHT LESS THAN OR MAl To 60 c-EcT �
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCAL BUILDINGS (RETAIL, WHOLESALE) - -
PE L"GREATER OR EQUAL THAN 7'-9-AND
C"lE59 THAN 7'-9' LE55 THAN 12'-J' I-CREATFR OR EQUAL THAN 12'-J`
ROOF
HE7GHT POSITIVE NEGATIVE POSmVE I NECA77VE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE I A.S.D. I ULTIMATE A.LGD. ULTIMATE A.S.D. ULTIMATE A.S.D.
INDICATED DESIGN WIND PRESSURES
D'- 15' 76.4 45.8 102.4 67.4 73.0W95.5 573 69.5 41.1 86.4 51.8 CORRESPOND TO IHfMAX/MUMfND
> 15'-20' 80.4 48.2 1076 64.6 76.8 .4 60.2 72.0 4J.2 ZONE AND INTERIOR ZONE CONDITIONS
90.8 54.5 AND FOR ALL ROOT
>20'-25' B3.6 50.2 171.9 67.1 79.8 .4 62.6 74.8 44.9 94.4 566 SLOPES.>25=JO' B6.2 57.7 1155 69..7 82.4 7 64.6 77.3 46.4 g74 58,4 AXL=STORM PANEL LENGTH,
ACCORDION SHUTTER
>30'-40' 90.7 54.4 127.4 72.8 86.6 3 68.0 81.2 48.7 1g.4 61.4 BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.>40'-50' 94-3 56.6 126.2 75.7 90.0 7 70.6 B4.450.6 7065 63.9
>50'-60' 973 56.4 130.3 78.2 92.9 5 72.9 87.2 52.3 * * PRODUCTS WHICH BEAR A
1 D9.9 65.9 MIAMI-DADE COUNTY OR A
STATE OF'FLOR/DA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & OADDWG (P S FJ FOR ASCE 7 /6 PEAK ROOF HEIGHT GR AT R THAN 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PE 0f IFS
Go
PEAK REVIE-WE-:0 FC)R
ROOF L••LESS THAN 72-3" L"GREATER OR EQUAL THAN 12'-J' ��� P_•{ y p Ey,�,y�a
HEIGHT POSITIVE NEGATIVE POSITIVE NECATWE qgww
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.G. UL AMA TE S.D. SrT- L U C Y E COUNTY
r'••f l �p
T
>70'- 70' 91.5 ,_54.2 1677 _;103.0 84.3 51.7 148.4 91.1 s o c c 6UURM SCHEMATIC
' >70'-80° 936 56.2 177.6 103.0 86.2 51.7 151.9 91.1 �.9
>80'-90' 95.6 574 175.2 1 103.1 88.0 52.8 155.0 1 93.0
>90'- loo' 97.3 56..4 178.4 7074 89.7 538 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 763.0 978
> l40'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 FILE
p'�' `\` 4 A:.I..
> 160'- 150' 107.E 64.7 197.6 118.6 99.3 59.6 174.9 104.9 y-'IL copy- ,��ys;••��GENSF ••.P .
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 �s•V,.A!'� l� No.441'67 •1
>250'-JDo' 117E 70.7 216,0 129.E 708.5 65.1. 191.1 lfaa =-o�.. STATE OF>300'-J 6.9 5O' 121.0 72.6 221.9 13J.1 111.5 6 196.3 117.E ,
>J5O'-400' 123.9 74.3 227.1 136.J 114.1 6B.5 200.9 120.5 M/�pyy •e1�.
>45O'-50W 128.E 77.3 Z76.� 1 141.7 118.6 71.2 208.9 125.3
0 THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MAR77N, Sr.LUCIE&IIVO14N RIVER COUNNES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
02020 TILTECO,NO ASCE 7-16/ WIND PRESSURE CHART M.P
1.)'7H/5 WIND GOAD CHART MUST BE SIGNED,SEALED AND GATED BY 7N/S ENGINEER IF USED TO OBTAIN A ONE HIKE BWLD/NO PERMIT; STORM PANELS, ACCORDION It BWAW SHUTTERS six DRAWN BY
S)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. ll BlDGS 06/2S/T010
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES
4.)THIS W HO LOAD CHART SHALL BE CONSIDERED/NVAUD IF ALTERED BY ANY MEANS. 'L E C O I N°• WIND PRESSURE CHART DATE
77LL?lE9TINC 3 ENO/NEER(Noa COMPANY BASIC WIN°SPEED=170 mph
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY esr5 PNimWneM.•(iwfa>I-rvO'. Tsasleiis rsH1i J'QQ EXPOSURE A Kd=0.85 20-1.17
THE CONTRACTOR OR PERMIT HOLDER(a.g.,5PREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). CA-0006719 DRAWING No
WALTER A TJLLIT✓.P.E "^�'' °mOR �••N+ arsuvnu urr
FLORIDA U..J4 04IR a0 rT-rel �2u10
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