HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOLIAL TO 60 FEET
BASIC WIND SPEED = 170 mph RISKCATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL.WHOLESALE) '
R E C E I D ;4AR 03 7.017
PEAK L••GREATER OR EQUAL THAN 7'-9"AND
L!•LESS THAN 7'-9" L••GREATER OR EOUAC THAN 12'-J" Eyf7
ROOF LESS THAN IT'-J'
HEIGHT POSITIVE NEGATM POSIT" NEGATIVE POSIT" NEGATIVE
(h) ULTIMATE A.SO. ULTIMATE A.S.D. ULT/YATC A.S.D. ULIIYATC A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.
INDICATED DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 5ZJ 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
> 15'-20' 80.4 48.2 1OZ6 64.6 76.8 46.1 =4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF
>20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES.
>25'-JO' 66.2 51.7 115.5 69.J 82.4 49.4 1OZ7 64.6 773 46.4 9Z'4 58.4 **L e ACCORDION SHUTTER
>30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BOOM
SHUTTER HEIGHT.
>40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 1 I Z7 70.6 84.4 50.6 106.5 63.9 *�r�r PRODUCTS WHICH BEAR A
>sD'-sD' 97.3 58.4 /30.3 78.2 92.9 55.7 121.5 72.9 8Z2 52.3 109.9 65.9 MNA7/-DAD£COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR A= 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET�K
BASIC WIND SPEED 170 mph RISK CATEGORY 1/BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCLAL BUILDINGS (RETAIL, WHOLESALE)
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PEAK L••LESS THAN 12-3" L"GREATER OR EQUAL THAN 12'-J'
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.SO. ULTIMATE A.S.O. ULTIMATE A.S.D. ULT/MALE A.S.D.
> 91:5 167.7 50.6 148.4 89.0 BUILDING SCHEMATIC
>70'-Bo' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
-9o' 95.6 5Z4 175.2 1 .1 '88.0. 52.8 155.0 93.0
>BO'- Too' 97.3 58.4 178.4 IOZ4 89.7 53.8 15Z9 94.7
> 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 9Z8 fIII f��APrl��ii i��
> 140'- 160' 105.6 63.4 19J.6 116.2 9Z3 56.4 171.3 102.8 11111II�'`` ......
> 160'- 180' 107.8 64.7 19Z6 118.6 99.3 59.6 174.9 104.9 r 1111�P:J,GENSF' 'P z
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 `Q
/` No.44167
>250'-JOO' 11 Z8 70.1 216.0 129.6 108.5 65.1 191.1 114.7
>300'-350, 121.0 72.6 221.9 13J.1 111.5 66.9 196.J 117.8 STATE OF
>350'-400' 12J.9 74.3 22Z I 136.J 114.1 68.5 P00.9 120.5 ���1 t 1
500' 128.8 77.3 2,31.8 236.1 1141.7 1118.6 71.2 208.9 1125.3 This is Nof A Master Drawing.
a6;��1'113�y�'�
Valid Only For One Time Permit
NO
1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,&LSED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(50;EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MAR71N,ST. LUCIE&INDIO RN£R COUNTIES
APPLICABLE RISK FATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROVECI.
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE 7 STORM PANELS
C WIND PRESSURE CHART AS SHOWN
,AGCOROION&'84H4M4 SHUTTERS "•" su[E
J.)CONTRACTOR OR PfRMlT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LQAD CHART. RISK 04T. Il BLDGS 0611 V15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. r
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INLID/F ALTERED BY ANY MEANS I L E C O 1 N e. WIND PRESSURE CHART DATE
C/N£ER1NG COMPANY
5.)OL31GN WIND LOAD SELECTED BY THE CONTRACTOR OR'PfRM/T HOLDER,FROM THIS WIND LQ40 CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 8Y T/LLIT TESTING&£N BASIC WIND SPEED a 170 mph maa Nw.J6a SL sr..Jm.NRawu ueuNs n JJraa EXPOSURE A Kd-a115 �5-188
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPRL'ADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). Pnon.:ryoaJeTr-IlJO.r"::rywJe7r-19J7 _
An:N. arr a�p�rpy DRAWING No
EB-0006719 onun rn Vu •
WALTER A T/LLIT Jr.P.E. O1D r SHEET I Of 7
FLORIDA U.. W 167' J.rnevr¢a a