HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDWO MS.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 ccEr
BASIC WIND SPEED > 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PM L-LESS THAN 7'-9" L-GREATER OR EQUAL THAN 7'-9"AND I-GREATER OR EQUAL THAN 12'-J"
ROOF LESS THAN!2'-J"
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSIDVf NfWTIVE
(h) ULTIMATE A.S.D. ULTIMATE I A.SO ULTIMATE A.S.D. ULTIMATE C&G. ULTIMATE ASO. ULTIMATE A.S.D.
INDICATED DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573. 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
> J5'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 432 'ZONE AND INTERIOR ZONE coNOmoNs
90.8 54.5 AND FOR ALL ROOF
>20'-25' 836 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPE,
>25'-30' 86.2 5/.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 974 58.4 **L e ACCORDION SHSTORM PANEL UTTER
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1133 68.0 81.2 48.7 /02,4 81,4 SH LENGTHT. BAITAMA
SHUTTER HOCM.
94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 *** PRODUCTS WHICH BEAR A M
97.3 58.4 1JO.J 78.2 92.9 55.7 121.5 72.9 87.2 523 109.9 65.9 MAW-D7DE COUNTY OR A
STATE OF FLORIDA APPROVAL
M
BU/LD/NGS PEAK ROOF HEIGHT vg DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (8S.F.) FOR ASG 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET at
BASIC WIND SPEED r17 170 mph RISK CATEGORY Il'BUILDINGS �
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
t.
?Ep�f
.00G >
v
PEAK L"•LESS THAN 12-3' L•'GREATER OR EQUAL THAN 12'-J'
ROOF QJ
HEIGHT POSITIVE NEGATIVE PO5ITTVE NEGATIVE
(N ULTId/ATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D.
>60'-70' 91.5 ;5Z
167.7 100.6 84.3 50.6 148.4 89.0 BUILD/NG SCNEMAT/C
> 70'-60' 93.6 171.6 103.0 86.2 51.7 151.9 91.1
>80'-9D' 95.6 175.2 105.l 88.0 52.8 155.0 93.0
>90' 97J 178.4 10 4 89.7 53.8 1579 94.7
100'- 120' 100.5 184.2 110.5 92.5 55.5 163.0 978 ,/40' 103.2 189.2 11 95.1 571 1674 100.4 11/(
> I40'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 \\J
> 160,- leo' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9
> 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 1 106.9 \\
>zoo'-250' 114.1 68.5 209.2 125.5 105.2 631 185.1 111.1
N0.44167
>250'-JOO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 J 14.7 ;*;• .*
>300'-350' 721.0 72.6 221.9 133.1 111.5 66.9 196.3 1178
S-
OF i \
>350'-400' 1239 74.J 2271 136.J 114.l 68.5 200.9 120.5
>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 �� �OR1 o"��'��\3/y//4-
>450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 This is Not A Masfor Drawing,
0/01f Al 0' 0.�\\\
Valid Only For One Time Permif.
NO
I.)THIS CERnnEO SIGNED AND SEALED WIND Law CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH.,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUNRES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES.IS COMPLETELY GENERIC AND DOES NOT PROV70C INFORMATION FOR A SITE SPECIFIC PROIECT
2.)THIS WIND LEAD CHART MUST BE S/NED,SEALED AND DAIED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
STORM PANELS ACCORDION&B"W SHUTTERS X44 SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LEAD CHART. RISK 04T.//BLOGS 0611 V15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES.
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L ECO 1 N e. WIND PRESSURE CHART OA TE
H4.S/C WIND SPEED o 170 mph
5J DES/CN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WND LOAD CFG RT SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY scu Nw.sew sL s. ws xncaw cw n ALL/i TESTING a ENC/NEER/N0 COMPANY vlee EXPOSURE D,Kd=0.85 15-188
THE CONIRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPN/NG SCHEOULE17AKE OFF SHEET,ETC.). Ane".:(J0.4je71-I6J4.F .:(eeeJaTl-IJJr xe �� a.rt a.rt DRAWING No
EB-0006719 I-In �e
WALTER A. TILL?J/.P.E. SHEET 1 OF 1
FLORIDA Uc.P 4, 1a.cdaNs