HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MSF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR QUAL TO 60 FEET ar
BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS
RESIDENTMI., APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
RECEP., 'D MAY 2 0 2016
PEAK I-LESS TNAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-5'
ROOF LESS THAN 12'-J'
HEIGHT POSmV£ NEGARVE POSITIVE NEGATIVE POSITIVE N£WTIVE
(h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.O. ULTIMATE ASO. ULTIMATE A.S.D. ULTIMATE A.S.D.
* CORRESPOND
DESIGN E PRESSURES
o'- IS, 76.4 45.8 102.4 67.4 73.0 43.8 95.5 573 68.5 47.1 86.4 57.8 CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDmONS
> 15'-20 80.4 48.2 107.6 64.6 76.8 46.1 700.4 60.2 72.0 43.2 90.8 54.5 AND FOR A[L ROOF
SLOPES
> 83.6 5 111.9 79.8 47.9 104.4 62.6' 74.8 44.9 94.4 56.6
25' -S70RAI PANEL LENGTH,
-JD' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 **L ACCORDION SHUTTER
BLADE LENGTH OR BANANA
90.7 .4 121.4 72.8 86.6 52.0 11 J.3 68.0 81.2 48.7 102,4 61.4 SHUTTER HEIGHT.
a 40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 *at4r PRODUCTS WHICH BEAR A
a 5D'-sD' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MLINI-OAOE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (�F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) .
?EPf
0oGo'
PEAK I-LESS THAN 12-5' L"GREATER OR EQUAL THAN 12'-3-
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMAE ASD. ULTIMATE A.S. ULIIMAE A.S.D. ULTIMAE A.S.O.
>60'-70' 91.5 1 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC
a 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 rT
a 80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0
a 9o'- 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 '(j4E44PAPA��i��'
> 120'- 140' 1032 61.9 1 189.2 1 113.5 95.1 57.1 167.4 000.4 A.Ti
a iaa'- 160' 105.6 63.4 193.6 316.2 97.3 58.4 771.3 102.8 1 �� �, �/�•
> 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 �1�,,1�P;:J,CENSF•,%'�? A
65.9 201.3 120.8 101.1 60.7 178.1
i 106.9
a 2000'-250' 1014. 68.5 209.2 125.5 105.2 63.1 185.1 111.1
No.44167 •; �
>250'-J00' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7
a JOD'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 i 17.8 STATE OF
40
>350'- 0' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 L •••. 1
>400'-450' 126.4 75.8 231.8 739.1 116.5 69.9 205.1 1231 �.t`••'•:��ONI�P%•��P 1��3/�(��lv
>450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 This is Not R Master Drawing. � SS�OroAl4��6�IT/11
Valid Only For One Time Permit.
N
1.)THIS CERIMED SIGNED AND SEALED WIND LOAD CHART,PREPARED By THIS ENGINEER,RASED ON ASCE 7-J0,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RNER COUNTIES
APPLICABLE RISK C4EGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SUE SPECIFIC PRIIIECT.
2.)THIS WINO LOAD CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE 7-1 D C WIND.PRESSURE CHART AS SHOWN
STORM PANELS,ACCORDION&840M4 SHL?/ERS SCALE
J)WMT TRACTPREOR OR ARE ULHOLDER TO TIMATE AND BE D.PRENSIBLE SSURES.R THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK W. If BLDGS 06/11/15
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED UNAUD IF ALTERED BY ANY MEANS I L ECO x e. WINP PRESSURE CHART DATE
BASIC
5.)OL51N WIND L04D SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO LOAD CHART SHALL 8E lNOlC47E0 ON A SEPARATEDOCUMENTPREPARED BY iiLL1T TE37TN0&ENGINEERING GGNPANY WIND SPEED- 170 mph
.... e]]S NW.]MA.S sr...Tax wvwu Owaoq a MIA. EXPOSURE D,Kd a 0.85 15-188THE CONTRACTOR OR PERMIT HOLDER(e.y.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). P- ry..W,I=0.r a:(]W74TI-IST. �,.A• -,,R, DRAWING No
EB-0006719
WALTER A. RCL?Jr.P.E. wn rr-rTr r7D - -
FLORIDA
J.
44167 ].Cn+evAa J SHEET 1 OF J