HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT ms DESIGN WIND PRESSURE FOR COA:PONENTS & CLADDING (&S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET at
BASIC WIND SPEED = 170 mph RISK CATEGORY 1/BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
L••GREATER OR EQUAL THAN 7'-9"AND I-GREATER OR EQUAL THAN 12'-5"
PEAK L••LESS THAN 7'-9" LESS THAN 12'-J'
ROOF
HEIGHTPOSITIVE NEGATIVE POSmVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. UL It ASD. ULTIMATE AMD. INDICATED DESIGN WINO PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.186.4 57.8 CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS rrn
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF r--)
SLOPES
>20'-25' 8J.6 50.2 111.9 67.1 79.8 47.9 1 104.4 62.6 74.8 44.9 94.4 56.6 **L-STORM PANEL LENGTH,
86.2 51.7 115.5 69.3 82.4 49.4 1 1077 64.6 77J 46.4 97.4 58.4 ACCORDION SHUTTER -
BLADE LENGTH OR 84HAMA
90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHUTTER HBCM.
94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 6J.9 *yr�r PRODUCTS WHICH BEAR A
973 58.4 130.3 78.2 92.9 55.7 127.5 72.9 872 52.3 109.9 65.9 MAW-DAVE COUNTY OR A
STATE OF FLORIDA APPROVAL
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BUILDIM^S PEAK ROOF HEIGHT ra DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P-S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED - 170 mph RISK CATEGORY 1/BUILDINGS
RESID£NDAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
00f
IL
IL Go
PEAK L••LESS THAN 12-5' L••GRE47ER OR EQUAL THAN 12'-J'
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S. ULTIMAIE ULTIMATE A.S.D. ULTIMATE A.S.D. ,
>60'-70' 91.5 54.9 1677 1 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC
-5-70'-6o' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>e0'-90 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0
>9o'- Too' 97.3 58.4 178.4 1074 89.7 53.8 1579 94.7
> 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 16J.0 97.8of
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. S
> 140'- 160' 105.6 63.4 19J.6 116.2 973 58.4 177.3 102.8 111,111�`y ... �
> T6o'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 1111�p;�'�CENF•,;�'P
> Tao'-200' 109.8 65.9 207.3 120.8 101.1 60.7 178.7 106.9 ,11 IT;�
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No.44167 .;
>250'-JGO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 *: *
>3oo'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 7178 ,Q
ID
>350'Go.-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 720.5 STATE OF 1 •.
>450'-500' 128.8 773 236. 74126.4 75.8 231.8 1.7 118.6 71.2 208.9 125.1 �'cs FSO ....
This is Not A Masfer Drawing; sioroiit��,;. '
Valid Only For One Time Permit, ''"""
NO
1.)THIS comnED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 85SIC WIND SPEED OF 170 MPH,AND 2014 (5th EOMON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARNN, Sr. LUCIE&IND WJ RIVER COUNTIES
APPLICABLE RISK 61TEGORY BUILDING&EXPOSURE$IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WINO LOAD CH4RT MUST BE SIGNED,SEALED AND BATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT STORM PANELS,ACCORDION&B4q"SHUTTERS 411 SCALE
3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WHD PRESSURE BASED ON THIS GENERIC WIND LOAD CI41RT. -0 ,,,.
RISK GIT 11 BLOCS 06/1 V15
WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES.
DATE
4.)THIS WHO LOAD CHART SH4U.BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L ECO N e. W/NQ PRESSURE CHART
T2LIT TESTING&ENGINEERING COMPANY Li4 EX WHO SPEED a 170 mph 15-188
5)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY -- <.••21-:!1051J.7-11201.`-M.
a elRoe£n alae EXPOSURE D.Kd o O.BS
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULEI'ME OFF SHEET,ETC.). EB-00 !+(am)en-rmr CM1 ua pK ,yoy" DRAWING No
EB-0006719 aA 11-In TVD _
WALTER A. BLUE Jr.P.E. - SHEET 1 OF I
FLORIDA Uc. 44167 a♦LniUNs u