HomeMy WebLinkAboutEngineering I DI 'c PEAK ROOF HDGHT vs DESIGN WIND PRE IRC CAR COMPONEWS k C/ADDING (M.F.)W FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET at
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Nof A Master Drawing.
PEAK L"LESS THAN 7'-9' Lel GREATER OR EQUAL THAN 7'-9'AND L•'GREATER OR EQUAL THAN I2'-J- Valid Only For One Time Permit
ROOF LESS THAN 12'-J'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE N
(N ULTIMATE A.SO. ULTIMATE A.S.D. ULTIIIATC ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. �n
INDICATED DES/GN WIND PRESSURES
01- 15' 76.4 45.8 102.4 61.4 7J.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS m
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF
SLOPES.
8J.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 *;k L-STORM PANEL LENGTH,
86.2 51.7 115.5 69.J 82.4 49.4 1077 64.6 77.3 46.4 97.4 58.4 ACCORDION SHUTTER .1
BLADE LENGTH OR B4I" O
90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHUTTER HEIGHT.
94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 **DIC PRODUCTS WHICH BEAR A 'yy
MIAMI-D4DE COUNTY OR A
97.3 58.4 iJ0.3 78.2 92.9 55.7 121.5 72.9 B7.2 i 52.3 109.9 65.9 STATE OF FLOR/134 APPROVAL
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Rin/DINrS PEAK ROOF HtIGHT Is DESIGN WIND PRESSL/RE FOR COMPONENTS & CLADDING (PSF.SF,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET
BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS 1-41
RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL. WHOLESALE)
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PEAK L1e LESS THAN 12-5' Le•GREATER OR EQUAL THAN IZ'-J"
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
r
(h) ULTIMATE FA...D. ULTIMATE I A. D.SULTIMATE SIS. ULTIMATE_�j- .S:D.
>60'-7D' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC
> 70'-80' 93.6 56.2 171.6 103.0 86.2 1.7 151.9 '
>80'-SIO' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 j1 93.0
>90'- 100' 97.3 58.4 178.4 107.4 89.7 5J.8 157.9 94.7
> Loo'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 97.8
> 120'- 140' 1OJ.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 ttt/ ����
> 140'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 771.3 102.8 1o,,I\.SER A. T��Z
> 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ,RC1 1>Q::\,�UN"'..,'��
> 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178:1 106.9 ��
>200'-250' 114.7 68.5 209.2 125.5 108. 63.1 785.1 7 i 1.i ; No.44167 ---
>250'-300' 177.8 70.1 216.0 729.6 708.5 65.1 797.1 114.7 •* ✓/_J.
>300'-350' 121.0 72.6 221.9 733.7 111.5 66.9 196.3 STATE OF
>350'-400' 1229 74.3 227.1 136.3114.1 68.5 200.9 120.5
>400'-450' 126.4 75.B 231.8 139.1 116.5 69.9 205.1 123.1 ?D,p•••.FZ O R 1 A r01%
>450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 1 208.9 125.3 70fGAL E�6�t,Al
No
I.)771IS CERTIFIED SIGNED AND SEALED WIND LOAD CH4RT,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 94SIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST.LUCIE&INDIAN RIVER COUNTIES
APPLIC48LE RISK C47ECORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SP£CIRC PROJECT.
ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND O4TE0 BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM/T. STORM PANELS ACCORDION&84g4W SHUTTERS eeY SCALE
J.)CONTRACTOR OR PERMIT HOLDER to BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GIT II BLOCS 06/11/15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES C DATE
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS T/Wi TESTING At'IN t WINO PRESSURE CHART
ENGINEER/ND COMPANY B'75/C WIND SPEED a 170 mph 1 Jr-188
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 esas Nw.Aea sl.si..aox warRu cwaas,n.vree EXPOSURE A Kd a 0.85
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET.OPENING SCHEDULE/TAKE OFF SHEET Era J. Poun..TTaeJell-Nb.Fa..(AAslelr-1631 An.N. amNaul Wrs nwemee DRAW/NG No
EB-0006719 aO rl-rT] /H/u
WALTER A.TILUT Jr.P.E. - SHEET I w I
FLORIDA Ue. 44167 a.Aaulnes rs