HomeMy WebLinkAboutSTORM SHUTTERS COMMERCIAL (2) BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET At
BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL WHOLESALE)
PEAK L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9"AND
ROOF LESS THAN 2'-3'
L••GREATER OR EQUAL THAN 12'-!"
1
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE P05MVE NEGATIVE
(N ULTIMATE ASO. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.O.
* INDICATED DESIGN WHO PRESSURES
0*- 15' 76.4 45.8 102.4 1 61.4 7J.0 4J.8 95.5 57J 68.5 1 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END TI
ZONE AND INTERIOR ZONE CONDITIONS m
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 ; 432 90.8 54.5 AND FOR ALL ROOF
>20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 scoPEx ('7
>25'-JO' 86.2 51.7 115.5 69.3 824 49.4 1077 64.6 77.3 46.4 g7,4 58.4 **L ACCORD-STORM ION SHUTTER ANEL LENGTH, m
>30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 B1.2 48.7 102.4 61.4 BLADE LENGTH
> 94.3 5 126.2 7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 T/rAX�c PRODUCTS WHICH SFAR A r 1i
V>-5-0'--60-' T 97.3 58.4 1 JO.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MIAMI-DAOE COUNTY OR A Q
STATE OF FLORIDA APPROVAL
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_BUI ONG S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING MS.F.) FOR ASC 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar
BASIC WIND SPEED - 170 mph RISK CATEGORY R BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS& COMMERCWL BUILDINGS (RETAIL, WHOLESALE) p
^J
PEPpf (ft rn
0GO
PEAK L••LESS THAN 12-J' L••GREATER OR EQUAL THAN 12'-3'
ROOF
HEIGHT POSITIVE NEGATIVE POSmVE NE6ATWf
(h) ULTIMATE A.S.U. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE i A.S.D.
>60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 I 148.4 89.0 BUILDING SCHEMATIC
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>80'-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0
>9o'- 1D0' 97.3 58.4 178.4 107.4 89.7 5J.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 ' X111 Auj`
> 120'- 140' 1OJ.2 61.9 189.2 113.5 95.1 571 167.4 100.4 11
F200-
180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 1\IIIII�P� ............
ENSF/r��
200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9
50' J14.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 No.441671IZ8 129.6
J50' 121.0 72.6 221.9 133. 101.5 66.9 196. STATE OF400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 i< •FORIDP� � P`13/�(//�500' 328.8 77.3 236.1 141.7 118.6 71.2 208.9' 125.3 This is Not A Master Drawing. - S610. *** 1111
NO
Valid Only For One Time Permit. "',AA- "''j11
1.)THIS CERTIFIED SIGNED AND SE4 EO WIND LOAD CHART,PREPARED BY THIS ENGINEER,84SO ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(51h EDMON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARNN, ST. LUCIE&INDIAN R"R COUNTIES
APPUCABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SPECIFIC PROJECT. -
ASCE 7-10/ WIND PRESSURE CHART As SHOWN
2.)THIS WIND L04D CINRT MUST BE SIGNED,SEIGED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&BWM4 SHUTTERS yfW SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE WED ON THIS GENERIC WIND LOAD CHART. RISK C4T.N BLDGS 06/1//15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES.
L E C O N e. WIND PRESSURE CHART LATE
4.)TMS WIND L040 CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS BASIC WINO SPEED- 170 mph
TILUT TESIINQ&ENGINEERING COMPANY EXPOSURE A Kd a 0.85 15-188
5.J DESIGN WIND La40 SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WINO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY .._. csss Mw.sem.sL sl..sm,- --G 4r D.ince
THE CONTRACTOR OR PERMIT HOLDER(c.g.,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC). P4an•+(J0.5J4n-Isco.F,+(J0.11eTi-r'JJr
�,M• usamWl arrT DRAWING No
EB-0006719 �'
WALTER A RLLIT Jr,P.E. ao N'In r/u •AK -
FLORIDA J. 44167 nvAlms IA SHEET T OF 1