HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT va OES/GN W/ND PRESSURE FOR COMPONENTS A CLADDING (PSS, FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL m 60 cccr
BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK L""LESS THAN 7'-9' I-GREATER OR EQUAL THAN 7'-9'AND L•"GREATER OR EQUAL THAN I2'-J'
ROOF LESS THAN 12'-J'
HE7GHT POSITIVE NEGATIVE POSITIVE N£GARVE POSITIVE NEGI FIVE
(h) ULTIMATE A.S.D. ULRWTE ASD. OLTIMATE ASO. ULTIMATE A.S.D. ULT/MATE ASD. ULTIMATE ASO.
* TN WIND PRESSURES
o'- is' 76.4 45.8 102.4 67.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND
ONDD TO THE MAXIMUM END
ZONE AND ALL
BOOR ZONE CONDITIONS
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 7[70.4 60.2 72.0 432 90.8 54.5 AND FOR Au RaOF
>20'- , 83.6S58.4130.3
11.9 79.8 47.9 104.4 62.6 74.8 44.9 SLOPES
94.4 56.6
25'-JO' 86.2 15.5 69.3 82.4 49.4 107.7 64.6 77.J 46.4 97.4 58.4 **L-STORM ACCORDION SHANEL UTTER
90.7 21.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 67.4 BLADE LENGTH OR 8444MA
SHUTTER HEIGHT.
>40'-50' 94.3 26.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 atXCAX PRODUCTS WHICH BEAR A
97.3 7B.2 929 55.7 121.5 72.9 87.2 52.3 109.9 65.9 NGNI-D4DE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING(,SF) FOR ACE 7-10 - PEAK ROOF HEIGHT GREITER THAN 60 FES£yt
BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) m
n
Ito Of
PEAK L""LESS THAN 12-5' L""GREATER OR EQUAL TRAM 12'-3' [-
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVEfir. '"9 L y
(h) ULRNATE AS.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE I A.S.D.
>60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILD/NC SCHEMA
>70'-80' 936 56.2 171.6 103.0 86.2 51.7 151.9 91.1 % ®4�
>80'-9D' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0
>9O'- Too, 97.3 58.4 176.4 7074 89.7 53.8 157.9 94.7 CTS
> 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 '1'I fM
> 140'- tso' 105.6 63A
4 1936 116.2 97.3 58.4 171.3 102.8 � ,,t717P�,��R A....
> 160'- 180' 7078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 ,1� • VUNSF••,•'P s "�'`
> 1BO'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 1 106.9
>20o'-25o' 114.1 68.5 209.2 125.5 105.2 '63.1 185.1 111.1 No.44167
>250'-Joo' 117.8 70.1 216.0 129.6 108.5 65.1 197.7 114.7 ; *� .* • ''��
>300'-J50' 121.0 72.6221.9 133.1 111.5 66.9 196.3 1778 ,•• STATE OF ,
>350'-400' 723.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5
126.4 75.8 231.8
>450'-500' 128.8 773 236. 147.7 118.6 71.2 208.9 725.3 = OR'oA
This is Not A Masfer Drawing.
_.,sop��
Valid Only For One Time Permit
1.)THIS CERTIFIED SIGNED AND SEALED WIND L140 CR4RT,PREPARED By THIS ENGINEER,84SE0 ON ASCE 7-10,FOR A 84S/C WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUN77ES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES;IS COMPLETELY GENERIC AND DOES NOT PROV70E INFORMATION FOR A SITE SPECIFIC PROJECT.
ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE 5/CN£O,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERK?. STORM PANELS,ACCORDION&BAHAMA SHUTTERS "s SCALE
J)WINDRESSURR AREI ULRMA HOLDER TO
BE D. Po�5 FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WINO LOAD CHART.URES. RISK CAT.lI BLDGS 06/7I/15
4.)THIS WIND L440 CHART SHALL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS. I L E C O ,N c. WIND PRESSURE CHART DATE
RLLIT TESTING&ENGINEERING COMPANY BASIC WINO SPEED- 170 mph
5)DESIGN WIND LD4D SELECTED BY THE CONT94CTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMEM"PREPARED BY aus Mx.44fAsr,sl..>aE NAOOOA rAxmq n.vlee EXPOSURE D,Kd-0.85 15-T 88
THE CONTRACTOR OR PERMIT HOLDER(e.y.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). _ Mme'�am"fil B1 0006719 IJ�J4Tr-rsTl m. ��" wR �' u:A.ermv wrr DRAWING No
WALTER A'ft Jr.P.E. SHEET 1 OF 1
ROR/D4 Uc. 44167 A,4pNNS A