HomeMy WebLinkAboutEngineering RULDIM'¢ PEAK RODE HFIRHT v. DMON WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) R E C E I'.'^D FEB 10 2016
This is Not R Master Drawing,
PEAR L"LESS THAN 7'-9' L••GREATER OR EQUAL TWN 7'-9'AND L"GREATER OR EQUAL THAN 12'-3' Valid Only. For One Tlllle Permit,ROOF '-
LESS THAN r23'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
mJ ULTIMATE ASD.
ULTIMATE A..D. ULRWTE ASO. ULTIMATE ASD. ULTIMATE ASO. ULRWTE A..0.
* INDICATED DESIGN WIND PRESSURES 1
0'- 15' 76.4 45.8 102.4 61.4 75.0 .4J.8 95.5 57.5 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
> 15•-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 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 SLOPES.
>E25-JO' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77J 46.4 97.4 58.4 L e ACCORDION SHSTORM PANEL LUTTER
> 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BUOE LENGTH r. BAHANASHUTTER NGTH .> 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 *** pRpD(/CTS WNICfI BEMA
> 97.3 58.4 130.J 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 ULWI-DARE COUNTY OR A
S/AIE OF fLORlDI APPROVAL
BUIL 'S PEAK ROVE HbRHT vs DESIGN WINO PRESS EE FOR COMPONENTS A WOW (P,SF,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETar
BASIC WIND SPEED = 170 mph RISK CATEGORY//BUILDINGS
RESIDEMTAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)—� . ,
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LObf of
PEAK L"LESS THAN 12-3' N•GREATER OR EQUAL THAN 12'-3'
ROOF
HfICHT POSIRYE NEGATIVE POSRIVE NEGATIVE
Q!
(h) ULTIMATE AS0. ULAWTE A.0. ULTIMATE A.D. ULTIYAT£ 0.
>60'-70' 91.5 1 54.9 167.7 100.6 84.J50.6 148.4 89.0 BUILDING SCHEMATIC
>70'-Bo' 9J.6 56.2 171.6fOJ2 86.2 51.7 151.9
>BO'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0
>90'- too' 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 16J.0 97.8 1,
1I i,,I4E44i4iii���'�
> 140'- 160' 105.6 6J.4, 193.6 116.2 97.3 58.4 171.3 102.8 1L' `�PL.
> 160•- r80' 107.8 64.7 197.6 178.6 99.J 59.6 774.9 104.9 ,\� �NCENS• d,�
F
> 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9
' >200'-250' 174.1 68.5 209.2 125.5 105.2 63.1 185.1 171.7 � � � ;• No.44167 -�
>250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7
>300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 STATE OF •'��\ /� +
>J50'-400' 12J.9 74.J 227.1 136.J 114.1 68.5 200.9 120.5
>400•-450' 126.4 75.8 231.8 159.1 116.5 69.9 205.1 123.1
..........
>45D'-500'1 128.8 77J 236.1 1 141.7 1 118.6 1 71.2 1 208.9 125.3 s61 ,
No
r.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CRW,PREPARED BY THIS ENGINEER,84SED ON ASCE 7-IQ FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWMD, PALM BEACH, MARTIN, ST. LUCIE&INDWJ RD"ER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPERC PROJECT.
ASCE 7-10 WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM(T. C
STORM PANELS ACCORDION&BN14M4 SHUl1ERS SCALE
J.)CONTRACTOR ORPfRMR HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK W. 11 BLDGS (06/11/15
WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES.
4.)THIS WIND LOAD CHART SNAIL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS.
L E C O I N C. W/NQ PRESSURE CHART DATE
77LLT TESTING Q ENGINEER/N0 COMPANY BASIC WIND SPEED 10. mph �T5-T88
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LQAD CHART SNAIL BE!ND/G1TED ON A SEPARA)E DOCUMENT PREPARED BY NSS N.W.S6N 51.Sk 561,NAEA5/GIRApI.Z R.JSIAB EXPOSURE D,Xd 0.85 ,
THE CONMCrOR OR PERMIT HOLDER(e.q.,SPREADSHEET,OPEN/NG SCHEDULE/TAKE OFF SHEET,ETC.). Pnan•:(SwJeTI-I.uG.Tar:(J63Ja]I-u]r �ORAWING No
EB-0006719 "�^� ArsNrliq+ arr m.N. nnaeNUN I
n WALTER A TILL?Jr.P.E. a6 rr-rTa cwa:na r%m Sh$EI 1 OF 1
FLORILIA U. 44167 5♦ a
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