HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS h CLADDING (P.S.F. FOR ASCE 7-JO - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS '
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK L-LESS THAN 7'-9' L-w GREATER OR EQUAL THAN 7'-9'AND Lw•GREATER OR EQUAL THAN 12'-J'
ROOF LESS THAN 12'-5"
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE ASO. ULTIMATE ASO. ULTIMATE ASD. ULTIMA71
TE A. ULTIMATE A.S0.
* INDICATED DESIGN WINO PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM EVD
ZONE AND INTERIOR ZONE CON0I77ONS
> 15'-20' 80.4 48.2 1076 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 79.8 479 104.4 62.66 74.8 44.994.4 56.6 SLOPES.
**L-STORM PANEL LENGTH,
>25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 97,4 58.4 ACCORDION SHUTTER
>JO'-4D' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 BLADE LENGTH OR E4INLIA
102.4 67.4 SHUTTER HEIGHT.
>40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 **:K PRODUCTS WH/LH BEAR A
>50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 M14M/-LADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P S F,) FOR ASGF 7-to - PEAK ROOF HEIGHT GREATER THAN 60 FEET
BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS m
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RE)AIL, WHOLESALE) n
M
P�'00
011 0SFS C
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PEAK L••LESS TNAN 12-5' L••GREATER OR EQUAL THAN 12'-5' C
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. RMATE A.S.D. 1 J
>60'-70' 91.5 1 54.9 167.7 100.6 84.3 50.6 1 148.4 89.0 BUILDING SCHEMATIC 00> 70'- 93.6 6 171.6 86.2 51.7 151.9 91.1
>B0'-9D' 95.6 5Z1j 175.2 105.1 88.0 1 52.8 1 155.0 93.0 c Q7
97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 1 184.2 1 110.5 92.5 1 55.5 1 163.0 1 97.8 I
> 120'- 140' 103.2 61.9 189.2 773.5 95.1 57.1 167.4 700.4 4j4I'/A
TI( II n• I
> 140'- 160' 105.6 63.4 193.6 716.2 973 58.4 171.3 102.8 `11�, l%�...........
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59.6
> 180'-200' 109.6 65.9 201.3 120.8 !0731 60.7 1784. 106.9 ��,, �CEN6F..
F�•:
250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 ; No.441667
>250'-300' 1178 70.1 216.0 129.6 108.5 65.1 197.1 1 114.7
>300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 1 196.3 1 1178 STATE OF
OU
>J50'-400' 123.9 74.3 227 1 136.3 114.1 68.5 200.9 120.5
>400'-4s0' 126.4 75.8 231.8 736.1 116.5 69.9 206.7 12.5.1 �i<`•�'•F[Op10P•'
773 2JB I 141.7 118.6 71.2 208.9 125.3 This is Not A Master Drawing. 5�ss(o......
Valid Only For One Time Permit,
NO
1.)THIS a"nE0 S/CNED AND SEALED WIND LOAD CIDABT,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10 FOR A 645IC WIND SPEED OF 170 NPP.,AND 2014(5(h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN. ST. LUCI£&INDIAN RIVER COUNTIES
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 LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&B*"5HU71£RS•"' SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED ON THIS GENERIC WIND L04D CHART. RISKCAT. lI BLDGS 06/11/15
WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES.
DATE
4.)THIS WIND LD40 CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS I LC 0-,,.. WINQ PRESSURE CHART
m 15-188
5.)DESIGN WHO LD40 SELECTED BY THE C7MlL4Clt7R OR PERMIT HOLDER FROM 7H/5 fWNO LOAD CHART SHALL BE INO/CAlEO ON A SEPARATE DOCUMENT PREPARED BY TILUT TESTING&ENGINEERING COMPANY EKSIC WINO SPEED a 170 ph_ 4,T�N.w.TeU.syr,S.=WM:PM GIROEN$R 1719! EXPOSURE D.Kd-0.85
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET ETC.). vna.:(!9!/9n-I!!9.Poe:()0.!7971-r1T1 DRAWING No
EB-0006719
WALTER A TILUT VT.P.F. aA rr-r!t Mrp! _
FLOR/LTA Uc 94167 !.WW99S ! SHEET i OF I