HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F,) FOR ASCE 7-10 - PEAK ROOF HE/CHT LESS THAN OR EQUAL m Sn rcrr �Y
BASIC WIND SPEED - 170 mph RISK CATEGORY/l BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL. WHOLESALE)
PEAK I-LESS THAN 7'-9" L-'GREATER OR EQUAL THAN 7'-9"AND Lei GREATER OR EQUAL'THAN 12'-J"
ROOF LESS THAN 12'-5"
HE7GHT POSOIVE NEGATIVE POSITIVE NLDARVE POSITIVE NEGA77VE
W ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASO. OL71MA7E A.S.D. ULTIMATE ASO. ULBMATE ASD.
* TON PRESSURED
0'- 15' 76.4 - 45.8 102.4 61.4 770 43.8 95.5 57.3. 68.5 41.1 86.4 57.8 CORRESPOND
ESPSP ONDD TO THE MAXIMUM END
'ZONE AND INTERIOR ZONE CONDIRONS
> 75'-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
>20'-25' 83.6 50.2 111.9 67.1 79.8 979 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES
>25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 777 46.4 97.4 58.4 ` **L ACCORDION SHUT/ER-STORM FANEL LENGTH, m
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.5 68.0 81.2 48.7 102.4 61.4 efAOE tENc7N DR enIaALLA (�
SHUTTER HEIGHT. m
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 706.5 63.9 *Atat PRODUCTS WHCH BEAR A
973 58.4 1JO.J 78.2 92.9 55.7 121.5 72.9 87.2 52.3 1 109.9 1 65.9 MIAMI-OADE COUNTY OR A
STATE OF FLORIDA APPROVAL
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BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MS.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT r.REALER THAN 60 rcFT ar
BASIC WIND SPEED - 170 mph RISK CATEGORY Il"BUILDINGS C
RESID£NAAL, APARTMENT BUILDINGS& COMMERC14L BUILDINGS(RETAIL, WHOLESALE) 7
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PEP
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PEAK I-LESS THAN 12-J' L-GREATER OR EQUAL THAN 12'-5'
ROOF
HEIGHT POSITIVE NEG471VE POSITIVE NEGA77VE
(h) ULI7MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 700.6 84.3 50.6 148.489.0 BU/[DING SCHLiI/AT/C
> 70'-sD' 9J.6 56.2 171.6 103.0 86.2 SL7 151.9 91.f
>so'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0
>90'- 97J 58.4 178.4 107.4 89.7 5J.8 157.9 94.7
> loo'- 121; 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 LL�rrPiAiiii���.
> - 4O' 10J.2 .9 189.2 95.1 571 167.4 1 100.4 �11jof�Q A.Tit
> 160'- 180' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 ,1� •i,\`GEhj
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 sj
1 178.1 106.1
No.44167 roll
250'-300' 7178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 � '*� .*
>300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1778STATE OF 1
>J50'-400' 12J.9 74.J 2271 1J6.J 114.1 68.5 200.9 120.5
>450•-500• 126.8 773 236. 141.7 778.6 71.2 208.9 125.5 �'cs:r�oR10P:�1����',3/�(�/(v
This is Nof A Masler Drawing. `�s%onA�. ,0$60
Valid Only For One Time Permit,
NO
1.)THIS CERDRED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-/0,FOR A BASIC WIND SPEED OF 170 MPH AND 2014(5th EDIRON)FLORIDA BUILDING CODE-BROWARD,PALM MCH,MARRN,Sr. LUCI£&INDOW RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORU47ION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)RIIS WINO LOAD CHART MUST BE SIGNED,SFALEO AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 17ME BUILDING PERMIT. STORM PANELS,ACCORDION&BAHA7AA SHUTTERS SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECBON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. 06 RISK GIT. 11 BLOCS
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES, /1 VIS
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS I L E C O x c. WIND PRESSURE CHART A4 TE
7TLLlT 7ESTlNO d ENC/NEER/NO COMPANY BASIC WIND SPEED- 170 mph
I EXPOSURE D,Kd 0.85 1 Jr-188
5.J DESIGN WIND LOAD SELECTED BY THE CONIRAC70R OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL B£INDICATED ON A SEPARATE DOCUMENY PREPARED BY _.-. aus aw.seu.st r..sai wxuu OAROLIIS n SIre6
INF CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCNEOUCE'7AKE OFF SHEET,ETC.). PAan.:(J0.4felr-Il7O.Fu:(w7en-Intl ar«vnav mrt �� art DRAWING No
EB-0006719
WALTER A.UTIC.LUT0 Jr.P.£. aA II-r» I/u - SHEET I OF I
fLOR/DA 44167 s Opq/@y D