HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEE*
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) '
JUN2 9 201
PERMITTiNG
St. Lucie County, FL
ROOK L••LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN 12'-J'
ROOF LESS THAN I2'-!'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/NATE A.S.D. ULTIMATE S.D.A.
M. INDICATED DESIGNKIND PRESSURES
0'- IS' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END
> 15-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.¢ 60.2 72.0 43.2 ZONE AND IN7FR/OR ZONE CONDITIONS
90.8 54.$ AND FOR ALL ROOF
>20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 94,4 56.6 SLOPES
L25�JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 97,4 58.4 **LACCORD-STORM�ON£HUTIEGR
90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102,4 61,4 OL40E LENGTH OR BAHAMA
SHUTTER HEIGHT94.J 56.6 126.2 75.7 9070.6 84.4 50.6 106.5 63.9PRODUCTS WHICH BEW A
973 58.4 130.3 78.z 92.9 55.7 121.5 72.9 B7.2 52.3 109.9 65.9 MNMI-RADE COUNTY OR A
STATE OF FLOR/OA APPROVAL
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET at
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEpo, IES.I
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PEAK L••LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-5"
ROOF
HEIGHT POSIT/VE NEGATIVE POSITIVE NEGATIVE
Ch) ULTIMATE A.S.D. ULTIMATE A.S.O. ULilMA7E. A.S.D. ULTIMATE I A.S.D.
>60'-70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 89.0 BUILDING SCHEMAT/C
> 70'-80' 93.6 56.2 171.6 d105.
86.2 51.7 151.9 91.1
>80'-9o' 95.6 57.4 175.2 88.0 52.8 155.0 93.0
> 97.3 5 178.489.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 92.5 55.5 16J.0 978 '> 140'- 160' 105.6 6J.4 193.6 97.3 58.4 171.3 102.8 1I , A..r�C> 160'- IBO' 107.8 64.7 197.6 99.3 59.6 174.9 104.9 1�,�P:'•\�jENs��,.�{i
>200'-250' 184.8 68 .5 209.2 125.5 105.2 63.1 185.1 111. 1
65.9 201.J 120.8 101.1 60.7 178.1 1` �� o.
:' No.44167
>250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * .*
>3o0'-J5o' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 STATE OF
>J50'-400' 12J.9 74.J 2271 136.3 114.1 68.5 200.9 120.5 'Q t
5.8 2JI
>450'-500' 128.8 77.3 236.8 141.7 i 18.6 71.2 208.9 125.3 This is Not A Masfer Drawing. ���ss on..�. ac��...'''�A3�e���
Valid Only For One Time Permit ".."poop "
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I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A&LS/C WIND SPEED OF 170 MPH,AND 2014 (51h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN,Sr. LUCIE&INDIAN RIVER COUNTIES
APPUC46LE RISK CATEGORY BU/LO/NG&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECfFlC PROJECT.
STORM PANELS
ASCE 7
2.)THIS WHO LOAD CHART MUST BE SIGNED,SEALED AND QATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMITC WIND PRESSURE CHART AS SHOWN
,ACCORDION&BAHAM4 SHUTTERS'+" scacE
J.)CON794CTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART RISK GAT. If BLOGS 06/11/15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES.
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS.
70E C O N e. WINQ PRESSURE CHART DATE
m
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER f/tOM THIS KIND LOAD CHART SHALL BE INO/CA)ED ON A SEPARATE OOCUMEM'PREPARED BY TULIT TESTING It ENGINEERING COMPANY BASIC WINO SPEED- 170 phws X-11u.5r.sl..aai xxcwu cwaFNx n..vree EXPOSURE D,Ktl-0.85 15-188
THE CONTRACTOR OR PERMIT HOLDER(O.V.,SPREADSHEET,OPEN/NG SCHEOULE/TAKE OFF SHEET,ETC.). vhanr:(.ws)en-IMO.r...(msJesl-ISLET � s/s�,lsps �TI M •�s� DRAW/NC No
EB-0006719
WALTER A.BLL#Jr.P.E. aO II-n: rr/Is - - SKEET I OF 1
FLORIDA Dc. 44767 a.cgpms