HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS 4 CLADDING MSF,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET at
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLES4L£) '
PEAK I-LESS THAN 7•-9" L"GREATER OR EQUAL THAN 7'-9"AND Loi GREATER OR EQUAL THAN 12'-J"
ROOF LESS THAN 12'-3'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE I A.SD. ULTIMATE A.S.O. ULRYA7E ASO. ULTfMATE ASD. ULTIMATE A.S.D.
* INDICATED CORRESPOND TO WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 73.0 438 95.5 57.3 68.5 47.1 86.4 51.8 ZNEANITO THE MAXIMUM END
'ZONE AND ALL
BOOR ZONE CONDITIONS
> 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 50.2 111.9 67,1 79.8 47.9 104.4 62.6 74.8 44.9 SLOP£x
94.4 56.6 **L-STORM PANEL LENGTH,
>25'-JO' 66.2 51.7 115.5 69.3 82.4 49.4 107,7 64.6 77.3 46.4 97,4 58.4 ACCORDION SHUTTER ��i1
f40'-50'
0' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 66.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR DO" ® tl�
SNORTER HEIGHT.
94.3 56.6 16.2 757 900 540 1177 706 844 50.6 106.5 63.9 PRODUCTS WHICH BEAR A
o' 97.3 56.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MIAM/-OADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8S.F.) FOR ASCE 7-10 - P IK ROOF HEIGHT GREATER THAN 60 FEET
BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS `
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
?R
00 GO
lfS
I PEAK L"LESS THAN 12-3" 1"GREATER OR EQUAL THAN f2'-3-
ROOF
HEIGHT POSITIVE NEG THE POSITIVE NEGATIVE m
(h) ULTIMATE A.S.D. UL TWA IE A.S.O. ULTIMATE I A.S.D. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 100.6 64.3 1 50.6 1 148.489.0 BUILD/NG SCHEMATIC m
> 70'-80' 93.6 56.2 171.6 1030 86.2 51.7 151.9
>80'-90' 95.6 574 175.2 105.1 88.0 1 52.8 1 155.0 1 93.0
>9o'- loo' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7
> foo'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 1630 978 11 �44�
> 120'- 140' 103.2 61.9 189.2 1135 95.1 57.1 167.4 100.4 1��c n.
> 14'- 60 105.6 _LI4_ 1936 1 116.2 97.J 58.4 171.3 102.8 ,�1 �,�`...• . - c
> 160'- 1Bo 1078 64.7 1976 118.6 99.3 59.5 174.9 104.9 ,��, :'JCENS'�C'•:;�9
>20 -250
80' 0' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 106.1
' No.44167
>250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ; * .*
>300'-J50' 121.0 72.6 221.9133.1 111.5 66.9 196.3 1178 ,Q 1 6j
>J50'-400' 123.9 74.3 227 1 136.3 114.1 68.5 200.9 120.5 ,• STATE OF
>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123 1 �^••••p:��0R 10
>450'-500' 128.8 77.3 236.7 141.7 118.6 71.2 2089. 125.3 This is Not A Master Drawing. � SS�ONAI.4�
NO
Valid Only For One Time Fermitr
1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPN,AND 2014(5(h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES
APPUGBLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRD)ECT.
ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER lF USED TO OBTAIN A ONE TIME BUILD/NG PERMIT. STORM PANELS;ACCORDION&BAF"SHUTTERS 114` SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC W/ND LOAD CHART. RISK CAT. Il BLOGS' 06/1 V15
WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES.
4.)THIS WIND LD40 CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS L WC O Inc. WINO PRESSURE CHART DATE� EUSICmWIND SPEED
ED ph
70 70 15-1819
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL.8£INDICATED ON A SEPARATE DOCUMENT/LUT YES17NG&ENGINEERING COMPANY T PREPARED BY .-. aw....uu..st w.x wm.�xu Owa'M n M. EXPOSURE KO I
THE CONTRACTOR OR PERMIT HOLDER&.9.,SPREADSHEET,OPEN/NG SCHEDULE/TAKE OFF SHEET,ETC.). PAS•+6>AslaTl-1•va•r+!•w•T1an-rvr ly art a� DRAWING No
EB-0006719
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