HomeMy WebLinkAboutEngineering UUM W22 PEAK ROOF HEIGHT 4e DESIGN WIND PRESSURE FDR COA7PONENTS CLADDING(&sz) FOR ASCE 7-10 - PEAK RDOF HEIGHT GESS TH N OR EODAL TD 60 FEET RECEIVED JCL 08 2015
BASIC WIND SPEED - 170,mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERC14L BUILDINGS(RETAIL, WHOLESALE)
ME (COPY
PEAK L--LESS THAN 7'-9" N'GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-5`
ROOF LESS THAN W-J"
HEIGHT
(h) POSITIVE NEGATIVE POSITIVE NEWIVE POSITIVE Nf0Ai1Vf
* INO1G1tE0 DESIGN WIND PRESSURES
76.4 102.4 73.0 95.5 68.5 86.4 CORRESPOND 70 ME MAXIMUM END
ZONE AND WER/OR ZONE CONDITIONS
> 15'-20' 60.4 107,6 76,8 100.4 72.0 90.8 AND FOR ALL ROOF
SLOPES.
>20'-25' 836 111.9 79.8 104.4 74.8 94.4
>25'-30' 86.2 115.5 82.4 107.7 77.J 97.4 *ak L ACCORDSMITUION
S LOIITN
ACCORDION SHUTTER
BLADE LENGTH OR BANANA
>30'-40' 90.7 121.4 86.6 1133 81.2 102.4 SHUrrm HEIGHT.
>40'-50' 1 94.J 126.2 90.0 117.7 84.4 106.5 *Aeat PRODUCIS WHICH BEAR A
>50'-60' 97.3 130,3 1 92.9 121.5 1 87,2 109.9 MMw-DARE COUNTY OR A
STATE OF FLORIDA APPROVAL
MULMrS PEAK&M HEIANt vs DAMIGN WNPREMRE *
BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS M
RESIDEN7IAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
0���
PEAK
ROOF L-LESS THAN 12-3" L-GREATER OR EQUAL THAN 12'-5''
HEIGHT
pOSIHV£ PDfiIHVE NEGATIVE ,
>60'-70' 9115 167,7 84,3 146.4 &A MG SCHEMATIC
>7D -s 86.2 151.9
>BO'-90' 95.6 175.2 88.0 155.0
>90'- 100' 8.4 89.7 157.9
0' 100.5 184,2 92.5 163.0
12' O' 103 95.1 167,4
97,7 171.3
> 160'- 180' 107,8 197,6 99.3 174.9
>-180'-200' 109.8 207,3 101,1 178.I 1r,LlBlYA9ads/Od000 yo
X >200'-250 114.f 209, 105.2 185.1
>750'-JSOO' 12L0 216.9 111,5 196.3 �A1AA g�:,' J$�c'a,�3�wu gp ILA } ISI
>J50'-450' 123.9 227.1 114.1 200.9 y This is Not A Master Drawing,
°2 `u° `�' ' w Valid Only For One Time Permit
>!a0'-455' 728.4 231.8 1 t 6.5 205.1. m
>450'-%W 128.8 236.1 118.6 2089. _'�
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tj THIS TMED SIGNED AND SEALED WIND PRESSURE CHART,PREPARED BY THIS ENGINEER,B45ED ON ASCE 7-10,CHAPTER JO STANDARD,FOR A 64SIC WEND SPEED •. c��1�E�� ))j71 2010 FLORIDA BUILDING CODE- BROWARD& PALM BEACH COUNTY
OF 170 MPH AND APPUGIBLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PRONDE INFORUATION FOR A SITE SPECIFIC PRDIECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND PRESSURE CHART MUST BE SIGNED,SEALED AND WED BY THIS ENGINEER/F USED TO OBTAIN A ONE DME BUILDING PERMIT. STORM PANELS,ACCORDION&BANANA SHUTTERS SCALE
J.)CONTRACTOR OR FEW HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND PRESSURE CHART, �-q
RISK Gr 11 BLDGS 11/24/1 f
WIND PRESSURES ARE STRENGTH DESIGN PRESSURES AND Nor AS.D.PRESSURES. �71
GA4)THIS WIND PRESSURE CHART SHALL BE CONSIDERED INVAUO 1F ALTERED BY ANY MEANS - c. WIND PRESSURE CHARTBAS/C WIND SPEED 170 mph
ACL?TESTING&'ENGINEERING COMPANY EXPOSURE D,Kd-0.66 11 - 172
5.)DESIGN WIND PRESSURES SELECTED BY HIE CONTRACTOR OR PERMIT HOLDER FROM TMS WIND PRESSURE CHART SHALL BE lNO/G11E0 ON A SEPARATE DOCUMENT sTeS HW..laW.SI z mx NAaMA rArmLN;n J]f60 ORAWINO Na
PREPARED BY THE CONM4C7OR OR PERMIT HOLDER(m.g.,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). Pimm:(JOlTAn-NIA.Po":(wsMn-ISJf �• c,mvmmx mrT rO:ly Iq„ mrt
EB-0006719 _
WALTER A TIILR Jr.P.E: - - - SHEET 1 OF 1
ROR/DA U 41167 1 1 1 - -