HomeMy WebLinkAboutEngineering mi DINGS PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL m 60 FEEr
BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
R E C E I D N4!! 04 2016
L•+GREATER OR EODAL THAN 7'-9"AND
L++LESS THAN 7'-9"
PEAK L•"GRET2'
GREATER OR EQUAL THAN -J"
'-
ROOF LESS THAN 125" fr �[- �?�.•"• ^
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A. D. ULTIMATE A.S.D.' ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D.
ED DESIGN WINO PRESSURES
o'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 57.8 CORRESPOND 70 THE MAXINUN END
> 15'-20' 80.4 48.2 7076 64.5 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS
9D.B 54.5 AND FOR ALL ROOF
>20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 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 1077 64.6 773 46.4 974 58.4 **L-STORY PON L LENGTH,
>30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102,4 61.4 BLADE LENGTH OR BAHAMA
SHUTTER HEIGHT.
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 *** PRODUCTS WHIN. A
973 58.4 130.3 7B.2 92.9 55.7 127.5 72.9 872 52.3 109,9 65.9 MIAMI-L3ADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUIL 'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING MS. 0 - PEAK ROOF HFJOHr ORFATER THAN 60 ffET*
BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
pE pf `f(1
Nt
PRIOF
AK L•+LESS THAN 12-J" L"GREATER OR EQUAL THAN I2'-J"
GHTPOSITIVE NEGATIVE POSIT/VE NEGATIVE
ULTIMATE ULTIMATE ULTIMATE A.S.D. ULTIMATE A.S.D.
0'-70• 91.5 54.9 1677 100.6 84.3 50.6 1 ;48.4 89.0 HVILD/NG SCHEMATIC
- 93.6 6.2 171.6 .0 86.2 51.7 751.9'-go' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 -
>9o'- Too' 973 58.4 178.4 107.4 89.7 53.8 1579 94.7
> 100'- f2O' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 1 978 LLLLiLlox"moo'
> 120'- 140' 10J.2 61.9 189.2 113.5 95.1 571 167.4 100.4 A•T11
> t6o'- leo' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9cJGEN, / X •
> 180'-200' 109.8 65.9. 2013 120.8 101.1 60.7 178.1 106.9
>200•-250• 114.1 68.5 209.2 125.5 105.2 1 63.1 185.1 1 111.1 • No.44167
>250'-300' 1178 70.1 216.0 129.6 108.5 65.1 791.1 1 114.7
>3oo'-350' 121.0 72.6 221.9 . 133.1 111.5 66.9 1 196.3 117.8 •: STATE m:
>350'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 �)
>450•-SOD' 128.8 773
-FJ 141.7 116.9 71.2 208.9 125.3 _=Q��s•F(oR10Q:•'6,��'���`,3/y//[�
This is Nof A Masfer Drawing, :.,sop..�.... .
Mid Only For One Time.Permif,
No
1.)ANIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THS ENGINEER.BASED ON ASCE 7-10 FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM REACH, MARTIN,ST. LUCIE&INDIAN RIVER COUN77ES
APPLICABLE RISK CATEGORY BURRING&EXPOSURES IS COMPLEMY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
2.)THIS WIND LOAD CHART MUST BE 5/NED,SEALED AND DATED BY THS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERM?. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
STORM PANELS,ACCORDION&BW4W SHUTTERS+++ SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. 06/1 V15
WIND PRESSURES ARE ULTIMATE AND AST.11 O.PRESSURES. RISK CABLOCS
4.)THISW/ND LOAD[HART SHALL 8£CONSIDERED INVALID!f ALTERED BY ANY MEANS.
L E C O I N C. WINO PRESSURE CHART DATE
7ILLIE TESTING&ENGINEERING COMPANY BASIC WIND SPEED a 170 mph
5.)THE C TRA LOAD SELECTED O THE CONTRACTOR OR PERMIT HOLDER FROM;HIS WIND LOAD CHART SHALL BE INO/CAIED ON A SEPARAl£OOCUMEM,'PREPARED BY I=....".5L St•.Im`R GIR0LN5,D H. EXPOSURE A KO a 0.85 15-188
THE CONTRACTOR OR PERMIT NOLOFR(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.).
Phw•:(]05 EB-00.For:(J09JBll-1.T0t �••.� ORMnmw NA M:ro _ DRAWING No
EB-0006719
WALTER A. TICCIT Jr.P,E aD N-m n/u
FLORlOA L'c. 44167 ,T rounia' SNEEl 1 OF 1