HomeMy WebLinkAboutEngineering Bim(//TD/NGS PEAK ROOF fe/GHT rvi DESIGN WIND PREMME FDR COA9PONEAW&CLADDING(&.%F.) FOR ASCE 7-/0 - PEAK ROOF HEIGHT LESS THAN OR EMAL W 60 FEET �
BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (REWL, WHOLESALE)
PEAKLel GREATER OR EQUAL THAN 7'-9"AND pe GREATER OR EQUAL THAN 12'-3`
ROOF Le'LESS THAN 7'-9" LESS THAN 12'-3'
HEIGHT
(S) POSITIVE NE24TIYE POSITIVE NEGATIVE POSITIVE SMATIVE
O'-15' 76.4 102.4 73.0 95.5 68:5 86.4 l *
CORRESPOND
DESIGN WIND PRESSURES
v�y CORRESPOND INTERIOR THE ONE C N END
> 15'-2D' 80.4 107,6 76,8 100.4 72.0 90.8 y ZONE ANO LLROF ZONE CONDmONS
AND FOR ALL RODE
SLOPES:
>2'- 816 1 11.9 79.8 104.4 74.8 94.4 �7 *c=STORM.PANEL LENGTH,
>15'-30' 86.2 y3,� 115.5 82.4 107.7 77.1 97.4
ACCORDION SHUTTER
X C BADE LENGTH OR.BANANA
86.6 113.3 81.2 102.4 SHUTTER HDGHT.
>4D'-5D' 94.1 126.2 80.0 117.7 84.4 106.5 *at At PRODUCTS WHICH BEAR A
>50'-60' 97.3 130.1 92.9 121.5 87.2 109.9 MAUI-OADE COUNTY OR A
STATE OF FLORIDA APPROVAL
G'S
BASIC WIND SPEED = 170 mph RISK CATEGORY 9 BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
eE p4 �fi)
RECEIVED AUG 112015
PEAKL-LESS THAN 12-J" Lee GREATER OR EQUAL THAN 12'-J"
ROOF '
HEIGHT ... '
POSITIVE POSITIVE NEGATIVE
>60'-70' 91.5 167,7 B4,J 146.4 BUILDING SMMA
> 70 -a 86,2 151.9
>60'-90' 95.6 175.2 88.0 155.0
>90'-100' 8.4 89.7 157.9
o' 100.5 184,2 92.5 16J.0 _
11Z 4D' 103 95.1 167.4
97.1 171.J
> 1601- IBD' 107.8 197,6 99.1 174.9 ePPuOlddoPd,
> 180'-200' 109.8 201,3 101.1 178.1 .a,1�311�q 7N.7'//,1 So.
>200'-250' 114.1 209,2 105.2 185.1 I T°�\ „•,e,�e•�j
r>250'-J00' 117.8 216.0 108.5 191.1gid:,;, This is Not R Master Drawing.
' ° °°00'-150' 121.0 221.9 111.5 196.3 'Aw50'-400' 123.9zv,r 11x.1 zoos y�ld,r,}�}ry��i700'-450' 126,4 231,8TO5.1. Valid Only For One Time Permit
50'-SOD' 128.8 236.1 118.6 208.9
�� •`•.V 6'V7�Pi� j1711) 2010 FLORIDA BUILDING CODE- BROWARD&PALM BEACH-BOUNTY
1.)THIS CER77FIID SIGNED AND SEALED WWD PRf55fATE CHART,PREPARED BY THIS ENGINEER.BASED ON ASCE 7-10.CHAPTER JO STAN94R0,FOR A BASIC WINO SPEED .+d+•••t/JJ
OF 170 41PN AND APPLICABLE RISK GTEGORY BUILDING&EXPOSURES.IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM4770M FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND PRESSURE CHART MUST BE SIGNED.SEALED AND D470 BY THIS ENGINEER IF USED TO OBTAIN A ONE TINE BUILDING PERMIT. STORM PANEL. ACCORDION&84F(M1A SHUTTERS SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE 5ELEC17ON OF DESIGN WIND PRESSURE WED ON THIS GENERIC WIND PRES51ME CHART. - RISK CAT.R BLOCS I f/24/f/
WVJD PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT ASO.PRESSURES. r/'� u GATE
4.)THIS WIND PRESSURE CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY w4lls ��NO PRESSURE ph _
"
i1LL7i TESTING tENGINEERING COMPANY BASIC WIND SPEED- 1700 mphEXPOSURE 0,Kd-0.85 11 - 172
5.J DESIGN WIND PRESSURES SELECTED BY ME CONTITACTOR OR PERNR HOLDER FROM THIS WIND PRESSURE CHART SHALL BE 7NLVGIEO ON A SEPARATE DOCUMENT' wfT Nw M 5l�t'm"'A Nacmw w.®nv;n aIle. DRAWING No
PREPARED BY THE CONTRACTOR OR PERNR HOLDER(s9.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). wmv:(SWpTI-Z Z.F,:ryos)an-1911
EB 0006719 erK^• em�nau art m:r oacvmn art
WALTER A. TILL?Jr.P.E. - 1 - - SHCET 1 OF I
FLORIDA Da.