HomeMy WebLinkAboutEngineering auju/NG'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COAIPomms & CL!DD/NG (psx-) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS TNAN oR EQUAL To 60 FEET ar
BASIC WIND SPEED - 170 mph RISK CATEGORY N BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK L-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND L-GREATER OR EQUAL THAN 12'-J'
ROOF LESS THAN 12'-5'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE ASA. ULBMATE A.S.D. ULTIMATE A.&D. ULTIMATE A.S.D. ULBMATE A.S.D. ULTIMATE ASD. INDICATED DESIGN WIND PRESSURES
0'- 15' 76.4 1 45.8 102.4 61.4 73.0 43.8 95.5 57.J 68.5 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR 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 94.4 56.6 n STSRM PANEL LENGTH, m
L>25�.30* 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 L ACC'CORDIN SHURER'-4o' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHUUTTER HEIGHENGTH� m
'-50' 94.3 56.6 126.2 75.7 90.0 .0 . 70.6 84.4 50.6 106.5 639p/TpDUC75 WHICH BEAR A
'-60' 97.3 58.4 130.3 78.2 929 55.7 721.51 72.9 1 87.2 L 52.3 j 109.9 1 65.9 1 A(MAdf-DUDE COUNTY OR A
STATE OF ROR/04 APPROVAL
0
BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P.S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60
D
BASIC WIND SPEED- 170 mph RISK CATEGORY/IBUILDINGS
RESIDENTAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
QEP0 f eft w y
0 t
PEAK L-LESS THAN 12-5' L-GREATER OR EQUAL THAN 12'73'
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
h ULTIMATE AS.D. ULTIMATE A ULTIMATE A.S.D. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 100.6 84.J 50.6 148.4 89.0 ,BUILDING SCHEMATIC
-ZL93.6 .2 171.6 103.0 86.2 51.7 151.9 91.1
>80'-9o' 95.6 57.4 175.2 105.1 86.0 52.8 155.0 93.0
>90'- Too' 97.3 58.4 178.4 107.4 B9.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 4t/q�iiiy 2j
> 120'- 140' 1032 61.9 189.2 1135 95.1 57.1 1674 100.4 �Aj1I44T[�A Tit
> 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9
> 180'-200' 109.8 65.9 207.3 120.8 101.1 60.7 178.1 106.9
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No.44167 .1+
>250'-JDD' 117.8 70.1 276.0 129.6 708.5 65.1 191.1 114.7
>700'-J50' 121.0 72.6 221.9 733.1 111.5 66.9 &208.9
117.8 STATE OF
>35o'-400' 123.9 74.3 227.1 136.3 114.l 66.5 120.5
>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 123.1 0�••
>450'-500' 128.8 77.J 236.1 147.7 1,6.6 71.2 125.3 This is Not A Masfer Drawing, =!"'` AL �00-//'
Valid Only For One Time Permifr
N
1.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-IO,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN,ST. LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK C47EGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
ASCE 7-10/ WIND PRESSURE CHART As SHOWN
2)THIS WIND L04D CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE ANE BUILDING PERMIT STORM PANELS,ACCORDION&BAI"SHUTTERS"• SALE
J.)CONTRACTOR OR-HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE BASED ON MMS GENERIC WIND LOAD CHART. RISK GIT.#BLOCS 06/1 V15
WIND PRESSURES ARE ULTIMATE AND AS.D.PRESSURES. DATE
4.)THIS WIND LOAD CHW S84LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L ECO N e. WINQ PRESSURE CHART
TILUT TESTING&£NWNEERING COMPANY BASIC WIND SPEED- 170 mph JS-188
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CMART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY .... _. ea4a HW..Tsu x m.T0-%xhrwu- x n-1 EXPOSURE D.Kd a 0.85
ME CONTRACTOR OR PERMIT HOLDER&g..SPREADSHEET,OPENING SCHEDULEAAKE OFF SHEET,ETC). Phan.:(]4J)an-rSj..r.,:(JIVJBTI-1JJI DRAWING Na
EB-0006719 '
WALTER A 72UT Jr.P.E. n0 rr-rn r/u -
' fLOR/Ll4 Da 44167 SNEEI 1 OF 7