HomeMy WebLinkAboutEngineering BUILD/NGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET at
BASIC WIND SPEED = 170 mph'RISK CATEGORY lI BUILDINGS
R£SID£NUAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Not A Master Drawing.
PEAK L-LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-5' Valid Only For One Time Permit
ROOF LESS THAN I2'-J'
HEIGHT POSINVE NEGATIVE POSIITVE NEGATIVE POSITIVE NEGATIVE ��
(h) ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 1''
15' 76.4 45.8 702.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END
> 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 ANNE AND AND FOR ALL L ROOF
ZONE croNamDNsOF M
>20-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. _
>25'-70' 86.2 51.7 175.5 69.3 82.4 49.4 107.777.3 46.4 97,4 58.4 **L ACCORD-STORM ION SHANEL UTTER
>JO'40' 90.7 54.4 171.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BIAOE LENGTH OR BAHAMA t•1
SHUTTER HEIGHT:
94.J 56.6 176.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 AKyr�/r PRODUCTS WHICH BEAR A
97.3 58.4 130.3 78.,2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MbWl-DADE COUNTY OR A ?•
STATE OF FLORIDA APPROVAL
BU/L/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
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BASK WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS '
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PEAK L•-LESS THAN 12-3' L-GREATER OR EQUAL THAN 12'-3"
ROOF
HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE I A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 BU/LING SCHEMATIC
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>Bo'-9N' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0
>9D'- IOD' 97.3 58.4 178.4 107.4 89.7 5J.8 157.9 94.7
> Too'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 97.8
> fzo'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 Qi�
Go' 105.6 63.4 193.6 116.2
> 1800 -zaa' 'm9.8 65.9 201.3 170.8 99.3
o.1.1 58 B 178.1 -106.9 %,1111�P�JG EIVSF/T'�9
>2oo'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 ;•• N0.44167
>250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7
>700'-350' 121.0 72.6 221.9 133.7 111.5 66.9 196.3 1178
>750'-400' 123.9 74.3 227.1 136.3 114.1 68.5 700.9 120.5 : ;•• STATE OF :-Si'�J
>4N0'-450' 126.4 75.8 231.8 iJ9./ 116.5 "69.9 205.7 173.1 �_�i�•••:P,CORIOP•'�a�p���
>450'-500' 728.8 77.3 236.1 141.7 118.6 77.2 208.9 125.3 _Fsfs/aNAL�`��II��
No P
1.)THIS CERBflEO SIGNED AND SEALED Who L04D CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WHO SPEED OF 170 MPH,AND 2014(511;EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,ST LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SNE SPECIRC PROJECT.
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM
7-10 WIND PRESSURE CHART AS SHOWN
C
STORM PANELS ACCORDION&BANANA SHUl7ERS."' SCALE
3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC17ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT. Il BLOCS 06/!V16
WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES.
I.)THIS WIND L(11D CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
L E C O i n e. WIND PRESSURE CHART DA TE
TICCIT TESTING t ENGINEERING COMPANY B45/C OSU SPEED= 170 mph
5.)DESIGN WIND TORO SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 6Y 9.1.15 NW.1: SL SLL snx-- uvnO.--n.vias EXPOSURE D.Kd 0.85 15-188
THE CONTRACTOR OR PERMIT HOLDER(e.g..SPRFAOSHEE7,OPENING SCHEDULE/TAKE OFF SNEEI ETA). PAm�:(A16J911-1979.By:DIm19ll-IJIi
EB-0006719 dm olmernux DRAWING No
WALTER A.DLUT J1.P.C.
RNRILI4
J.
44167 ,1 mnm¢ 9 SHEET f OF 1