HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PIPESSURE FOR COMPONENTS it CLADDING (P.SF°) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET*
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(REFAIL, WHOLESALE) A
RECEIVED APR 0 7 2016 This is Not A Master Drawing.
PEAK B x L<20 SOFT(, 20 SO.FT S B x L<50 SOFT(•, B x L 2 50 SO.FT(•, Valid Only For One Time Permit)
ROOF
HEIGHT POSITIVE I NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.O. I ULTIMATE A.S.D. ULT/MATE I A.S.D. I - IA M7 A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. YT INDICATED DESIGN WINDS PRESSURES
CORRESPOo'- I5' 76.4 45.5 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 20N£AND INIER R D TO THEMAXENO
86.4 51.6 CONDITIONS AND FUR ALL ROOF
> 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 1 90.8 54.5 SLOPES.
>20'-25' 8J.6 50.2 1 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 **L-PANEL HEIGHT(FT) _
>25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 974 58.4 B e PANEL WIDTH(FT)
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.2 68.0 81.2 48.7 102.4 61.4 ***PRODUCTS WHICH BEAR A
MDAMI-04DE COUNTY OR
>40-50` 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 A STATE OF FLORIDA APPRDuu
>so'-so' 972 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS R' CLADDING (8S.F.) FOR ASCE 7-10 - FEW ROOF HEIGHT GREATER THAN 60 c�cr
BASIC WIND SPEED = 170 mph CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PE
Roof
PEAK B x L<50 SOFT(•) B x L>50 SOFT(•) ��
ROOF
HEIGHT Post V£ NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.S.D.
>60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>Bo'-BD' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 SWUNG SCHEMAT/C
>B0'- 100' 973 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 55.5 163.0 978
> 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4
> 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8
> 1s'- 1078 64.7 1976 118.6 99.2 59.6 174.9 104.9
TOT-200; 109.8 65.9, 201.2 120.8 101.1 60.7 178.1 1 106.9
--250' 114.7 -68.5 209.2 125.5 105.2 63.1 185.1 111.1
>250'-300' 1126 70.1 216.0 129.6 108.5 65.1 191.1 114.7 d vP• 4�C ENSF.•:�i�
>JOo'-250' 121.0 72.6 221.9 133.1 -7-11-.5 66.9 196.3 1178 '
>J50'-400' 723.9 74.3 2271 1J6.J 114.1 68.5 200.9 120.5 N4 n.
>400'-450' 126.4 75.8 231.8 139.1 116.5 O.
69.9 205.1 123.1 _ o.... 41 t�-
>450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 S�, -c��'--•
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NO 1111411111 1ENG..•�`�.
I.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-/0,FOR A&ASIC WINO SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE- BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND Law CHART MUST BE SIGNED,SEtLED AND OA7E0 BY 7N/5 ENGINEER IF USED m OBTAIN A ONE AME BUILDING PERMIT. COLONWL SHUTIERS Rff SCALE
3.)CONMCTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GIT. //BLOGS 06//I//5
WIND PRESSURES ARE ULTIMATE AND ASO PRESSURES 'L ECO 1 N. WIND PRESSURE CHART DATE
4.)THIS WIND LOAD CHART SMALL BE CONSIDERED INVALID D'ALTERED BY ANY MEANS
TNL£NT TESTING R ENGINEERING COMPANY BASIC WIND SPEED a 170 mph
S)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY - 6.us N.w..1s0.St sh..1m•NFGW{I G4lGA';R sJ/ss EXPOSURE D.Kd-O.B5 15-190
THE CONTRACTOR OR PERMIT HOLDER&.g..SPREADSHEET.OPEN/NC SCHEOULE/TAKE OFF SHEET,ETC.). �O"1`Is-EUlug' 'M11-1'S>/ DRAWING No
EB-0TALUr
WALTER A. TILUT Jr.P.£. ao 11-1>• Vl" m
FLORIDA Oc. 44167 s•q /Vy Ay/s NE
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