HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE, FOR COMPONENTS & CLAMM (P,SF.) FOR AXE 7-16 - PEAK ROOF HEIGHT LESS THAN OR£OVAL TO 60 FEET yT
BASIC WIND SPEED - 170 mph RISK CATEGORY 1l BUILDINGS
RESIDENTIAL,'.APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
s
PEAK L• LESS THAN 7'-9' L••GREATER OR THAN THAN 7'-9'AND L. GREATER OR EOUAL THAN 12'-3'
ROOF LESS THAN 12'-J'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(N ULTIMAI£ A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULANATE A.S.D. ULTIMATE 'A.S.O. ULTIMA IT A.S.O. INDICATED DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 7J.0 4J.8 95.5. 57.3 68.5 41.1 1 86.4 1 57.8 CORRESPOND TO THE MAXIMUM ENO
ZONE AND ALL
ROOF
ZONE CONDITIONS
> 15'-20' 80.4 48.2 101. 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF I
>20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 gq,q 56.6 stDPLx
>25'-30' 86.2 51.7 115.5 69.J 82.4 49.4 f07.7 64.6 77..7� 46.4 97.4 5B.4 **L A�RDIONESHUTTER
H
>JO'-40' 90.7 54.4 127.4 72.8 86.6 52.0 11J.J 68.0 B7.2' 48.7 102.4 61.4 BGO£LENGTH T. BAHAMA
SHUTTER HEIGHT.
>40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 6J.9 ** PRODUCTS WHICH BEAR A
97.J 58.4 130.3 78.2 92.9 55.7 127.5 -2.9 87.2 52.J f09.9 65.9 NIANI-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDINGS PEAK ROQF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS CLdDD/NG (P.S.F,) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL.BUILDINGS (RETAIL, WHOLESALE)
FOR
CODE COMPL1AN
ST. LUCIE COON
PEAK L-LESS THAN 12-J" L"GREATER OR EQUAL THAN 12'-3'
ROOF BOCpC 'cQ
HEIGHT P0.vmT NEGATIVE POSmVE NEGATIVE
(h) LL7LUAIE A.S.D.. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE' A.S.D.
>Go'-7o' 91.5 54.9 167.7 100.6 84.3 50.6. 146.4t. 89.0 BUILDING SCHEMATIC
>70,-BD' 9J.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>BD'-9o' 95.6 57.4 175.2. 105.1 88.0 52.8 155.0 9J.0
>90'- Too, 97J 58.4 178.4 107.4 89.7 5J.8 1579 94.7
> 100'- 120' 100.5 60.J 1 184.2 110.5 92.5 55.5 16J.0 97.8 111�1�i�Ii111LAA
> 140'- 160' f05.6' 63.4 193.6 116.2 97.3 58.4 171.J' 102.a - ���P� EN l((�TJP
> 160'- 180' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 FILE
I�� O�� �.\ SF
> 180'-200' 10I.8 65.9 201.J 120.8 101.1 60.7 178.1. 106.9 Be _ No.44167 •'
>2oo'-250' 11 .1 68.5 209.2 125.5 105.2 63.1 185.11 111.1 _.*
>250'-300' 717B 70.1 216.0 129.6 108.5 65.1 191.1 114.7 's.o'• STATE OF :'�; SV
>300'-350' 121.0 72.6 221.9 1J3.1 111.5 66.9 196.3 117.8 - 9•.• ••��
>J50'-400' 123.9 74.3 227.i I J6.3 114.1 68.5 200.9. 120.5
450' 726.4 75.8 2J1.8 139.1 116.5 69.9 205.1 123.1 A T A1yI'N?,````\`;
>450'-500' 128.8 77.J 236.7 141.7 118.6 71.2 208.9 125.3 III I
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No
1.)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 SEAC% MARBN, ST..LUCIE&IND14N RIVER COUN77ES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.' 02020 TILJFCO,LVC ASCE 7-16/'WIND PRESSURE CHART N.P
2.)-THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM?. STORM PANELS ACCORDION&BANANA SHUTTERS�rA DRAWN BY
S)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.lI BLOCS 0612312020
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES I L E C O INc. MtE
4.)THIS WIND LOAD CHART SHALL B£CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1RllT TEST/NO a ENO/N£ER/N0 COMPANY WIND PRESSURE CHART
EaaE NW.JEa sL sew EN INEE IN pOla TL ANe BASIC WIND SPEED a !70 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 P.+"�.:rrOslen-Tam.Ia,;1.rayM_AI EXPOSURE D,Kd a 0.85 20-1 17
THE CONTRACTOR OR PERMIT HOLDER(.p.,SPREADSHEET,OPENING SCNEOULE/TAKE OFF SHEET,ETC.)., CA-0006719 Eauvlww1 - a earuvEav art DRAWING No
WAL>FR A.TILUT Jr.P.E
FLORIDA U.
PP 44167 iEIO IT-IN o
SHEET I OF 1
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