HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF) FOR ASCE 7-40 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RESIDEN7UIL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
PEAK I-LESS THAN 7'-9' I-GREATER OR EQUAL THAN 7'-9'AND L"GREATER OR EQUAL THAN 12'-3'
ROOF LESS THAN I2'-3'
HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE P05MVE NEGATTVf I�
(h) ULTIMATE A.S.& ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULHMATE A.S.D. ULTIMATE A.S.O. 1•1
* INO/CATED DESIGN WIND PRESSURES
0'- I5' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 .CORRESPOND TO THE MAXIMUM END n
ZONE AND INTERIOR ZONE CONDIDONS m
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2. 72.0 43.2 90.8 54.5 AND FOR ALL ROOF
>20'-25' 83.6 50.2T 11.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 SLOPES. _
>25'-70' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 **L AAC'CORRDI N SHS
>JO'-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 SHIERLENGTH T 84FU1A/A
SHIVER HEIGHT, O
>40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 679 AXaXat PRODUCTS WHICH BEAR A 1
>50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.7 109.9 65.9 0WI-D40E COUNTY OR A
STATE OF FLORIDA APPROVAL
BU/LD/NGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (8S.F,) FOR ASGE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET aL -�
BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) O �!
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PEAK L•-LESS THAN 12-3' L•-GREATER OR EQUAL THAN 12'-3'
ROOF
HEIGHT POSmw NEGATIVE POSITIVE NEGADVE
(h) ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE I A.S.O.
>60'-70' 91.5 1 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BD/LD/NG SCHEMATIC ,9
>70'-80' 93.6 1 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0
79-0.1 loo' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8
A.
Tizz
105.6 193.6 116.2 1 9ZJ 58.4 171.J
> 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 `1�,'• ,\Cj EN��/r��i
> 1ao -200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `�� V'
>200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 1 165.1. 111.1 No.44167.
>250'-JOO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7
>700'-350' 121.0 72.6 221.9. 137 1 1 11.5 66.9 196.3 1178 STATE OF
>450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 _ •tS �• 1
>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1231 ��.'•:�ZORIOQ:�.��
This is Not A Master Drawing. ' F;910 i.0
Valid Only For One Time Permit,
NO
I.)THIS CERTIRED SIGNED AND SEALED WINO LL14D CHART,PREPARED BY TMS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5fh EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN,ST.LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMfT., STORM PANELS,ACCORDION&64/d"SHUTTERS SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WHO LOAD CHART. RISK'GIT. Jl BLOCS 0
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES 06111115
4.)THIS KIND CMO CHART SHALL BE CONSIDERED INVALID H•ALTERED BY ANY MEWS D N C.
�TlWIND PRESSURE CHART DATE
INTILLIT TESTING&ENGINEERING COMPANY BASIC WIND = 1mph 15-788
5.)DESIGN WIND LO SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM INNS WIND LOAD CHART SHALL B£IND/MTEO ON A SEPARATE DOCUMENT PREPARED BY '' ams NV..ssrh SC 5M..ma NxIw4 n.orae EXPOSURE D,0,Kd a 0.0.65
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEOULE/AKE OFF SHEET,ETC.). Pnoe.:(JwJa EBLam. (soa a7r-Aur DRAWING No
£8-0006771919 "^••u0 01°T••r•^� aR UPON
WALTER A TILLIT Jr.P.E. 01O 1r-m rrns - SHEET 1 OF I
FLORIDA Ue. 44167 s.menus