HomeMy WebLinkAboutEngineering BLIII MNC•S PEAK ROOF HEIGHT vs nFs10N WIND PRFeeuRc FOR COMPONENTS @ CLADDING (B ) FOR AS 7-16 - PEAK ROOF HEIGHT ESS THAN OR EQUAL TO 60 FEET 4k
BASIC WIND SPEED - 170 mph RISK CATEGORY Il 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'-3"
ROOF LESS THAN 12'-J'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 'POSITIVE NEGATIVE
(N ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. INDICATED* DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 67.4 730 4J8 95.5 57.3 68.5 41.1 86.4 57.8 CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
> I5'-20' 80.4 48.2 f076 64.6 76.8 46.1 700.4 60.2 72.0 412 90.8 54.5 AND FOR ALL ROOF
>20'-25' 8J.6 50.2 E122
671 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 s=SIO
>25'-J0' 86.2 51.7 69.3 82.4 49.4 107.7 64.6 77J 46.4 97.4 58.4 **L ACCORDION PANEL
>JO'-40' 90.7 54.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BANANA
SHUTTER NEIGH).
>40'-50' 94.3 56.6 75.7 90.0 54.0 117.7 •70.6 84.4 50.6 f06.5 6J.9 • pRDOucrs WHICH BUR A
>50'-60' 97.3 58.4 78.2 92.9 55.7 ' 121.5 72.9 87- 52.3 109.9 65.9 M"M DAOE COUNTY OR A
STATE OF fLOR/DA APPROVAL
MWING's PEAK ROOF'HEIGHT vs DESM WIND PRESSu_a_E FOR COMPONENTS & CLADDING (P.S.F,,) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
P400f
PEAK L• LESS THAN 12-3" L-GREATER OR EQUAL THAN 12'-3'
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NfLUTWE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 100.E BAJ 50.6 145.4 89.0 BUILDING SCHEMATIC
> 70'-80' 93.6 56.2 171.E 103.0 86.2 51.7 151.9 91.1
>'80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0
>Bo'- f0D' 973 58.4 178.4 1 107.4 89.7 5J.8 157.9 94.7
> 100'- 12O' 100.5 60.J 184.2 110.5 92.5 1 55.5 163.0 97.8
> 140'- 160' 105.6 6J.4 193.6 116.2 97.3 58.4 171.3 102.8 ��``��Q\���A�47C(�/•✓'',
> 160'- 180' f07.8 64.7 1976 118.E 99.3 59.6 174.9 1D4.9 ;• �,\GENgF •..�P'%
> ISO'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 1 - N0.441 67
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1
>250'-JOO' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 =
H400'-
121.0 72.6 221.9 111.1 111.5 66.9 1ss.J t 1za STATE OF
12J.9 74.J 227.1 1J6.J 114.1 68.5
128.8 77.J' 236.� 14�.769.9
CE 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7Lh EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MAR77N, Sr.. LUCIE&INDIAN RIVER COUN77ES
APPLICABLE RISK CATEGORY BUILDING R EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
STORM PANEELSLS,,
2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 47202o T/LTLCO,INC ASCE C WIND PRESSURE CHART NP
ACCORDION&BANANA SHUTTERS•+a' DRAWN BY
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. H BLDGS OB/2!/1020
WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES I L E C O I N C. 0.1 2
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 7ILLIT TESTING,k ENOINEERING COMPANY WIND PRESSURE CHART
UO NW.JCIA 55�f..,,Jie Jw,NRDWII GwppOD�M�A.IDI44 BASIC WIND SPEED o 170 mph
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 aMx.+ojI kTI-14W.' ;(J0.1M+r 111 EXPOSURE A Kd c 0.85 20-117
THE CONTRACTOR OR PERMIT HOLDER(A.p.,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). CA-0006718 ,N;x. +nervn�w art xn.x. otravnax yrt DRAWING Ha
WALTER A TALI;Jr.P.E
FLORIDA Je. 44167 I+-r+• +
SNFET ! OF I