HomeMy WebLinkAboutEngineering _BUILDRA&PEAK RQDF HEIGHTya DESIGN WIND PRESSURE FPR COMPONENTS& CLADDING(P,,S.&) FOR ASCE 7 fp - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET M
BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
RE'CEIV'-:D AUG 112015
PEAK L'•LESS THAN 7'-9" L-GREATER OR EQUAL THAN 7'-9"AND I,-GREATER OR EQUAL THAN 12'-5"
ROOF LESS THAN 12'-J• '
HEIGHT
(h) . POSITIVE HEO477V2 POSITIVE NEVATIVE POSITIVE NEGATIVE
O'- 15' 76.4 102,4 73CORRESPOND 0 95.5 68.5 88,4 * SPTED ND ON WIND PRESSURES
D T
CORRER ME ONE C M END
>'15'-20' 80.4 107,6 76,8 100.4 72.0 90.8 ZONE AND INTERIOR ZONE ONOlTIONS
AND FOR All ROOF
SLOPES.
>20'-25' 83.6 111.9 79.8 104.4 74.8 94,4
L=STORM.FANEL LENGTH,
>25'-30' 1 86.2 115.5 82.4 10,7.7 775 _ 974
ACCORDION HUTTEq
SLAVE LENGTH
OR BAWINA
>JD'-40' 90.7 121.4 86.6 113.3 81.2 102.4 SHUTTER HEIGHT.
126.2 90,0 117.7 84.4 106.5 aY*at PRODUCTS 000H BEAR A
97,3 130,J 92.9 .121.5 872 109.9
M"-OADE COUMY OR A
>50'-sp'
STATE OF FLORIDA APPROVAL
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEPpf ��1
AN
PEAK L-LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-5"
ROOF �}
HEIGHT'
pD$11TYE POSITIVE NEGAOVE
>F0'-70' 91.5 167,7 84,J 148.4 BUILDING SCHEMATIC
86,2 151.9)1„ '
>BO'-9o' 95.6 175.2 88.0 155.0
>90'- 100' 8.4 89.7 1579
0' 100.5 184,2 92.5 163.0 _
X
12^" 48' 103 -'��- 95.1 1674 S - - - _..
97.J 171.3
> 160'- 180' 107,8 197,6 99.3 174.9
> 180'-200' 109.8 201,3 101.1 178.1 djLjll�clpFa/✓Oyaeoo,,�
>200'-250' 114.1 209,2 105.2 185.1 .,'+• `�Y��. I����
>250'-JOO' 117.8 216.0 10815 191.1 .a°o15��^.• 7.,13 Not
pq Muter
�p�
>300'-J50' 121.0 221.9 111.5 196.3 �e (p1,� 'i'�yy This is Not A Muter Drawing.
>350'-400' 123.9 227,1 114'1 200.9 0 NO 4`16-7 Valid Only For One Time Permit
>400'-450' 126,4 231,8 116.5 205.1. '.,, ,��'� •
>450'-500' 128.8 2J6.1 118.6 208.9 -4-
Rol
•RTIFlED SIGNED AND SEALED WIND PRESSURE CHART.PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10.CHAPTER JO STANDARD,FOR A&75/C INNO SPEED `•�a'�� j� y I �11{' 2010 FLORIDA BUILDING CODE- BROWARD&PALM BEACH COUNTY
IJ THCE
OF 170 MPH AND APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND PRESSURE CHART MUST BE SIGNED.SEALED AND CATO BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&BAHAM4 SHUITER9 144. SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN{AND PRESSURE BASED ON THIS GENERIC WWO PRESSURE CHART. R19V CAT U BLOCS 11/24/11
WIND PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT ASO.PRESSURES. DATE
4.)1T II$WIND PRESSURE 06MSHALL BE CONSIDERED INVALID FALTERED B7'AM MEANS I L ECO H e. WIND PRESSURE CHART
BASIC WIND SPEED� 170 mph
iTLUT TESTING A'EHOINEERINO COMPANY ExPOSURE D,Kd-085 11 WI 172
SJ DESIGN W1N0 PRESSURES SELECTED BY THE CONTIL7CRJR OR PERMIT HOLDER FROM 17115 WINO PRESSURE CHART SMALL BE INDICATED ON A SEPARATE DOCUNENf auT xw 46N SI,5tw.raft N.Pcv4/GN140J;n J]I44 '
Plan":(]0.1187I-ISiG.fo.:(J49f4)1-IA1T DRAWING No
PREPARED BY THE CONTRACTOR OR PERMIT HOLDER(ag.,SPRFADSF/EE7,OPENING SCHEIN2E/7ME OFF SHEET,ETD). E8-0006719 N'°i ��9Y p1? •�'M' • ars
WALTER A 77UIT Jr.P.E.
FLORIDA Lie.g