HomeMy WebLinkAboutEngineering B1/!LDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF) FOR ASCE 7_f0 - PEAK ROOF_HEIGHT LESS THAN OR EnL�A1 rn 6n cccr
BASIC WIND SPEED - 170 mph RISK CATEGORY A BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) C11r"
OCT 2
PEWAITFI WC,
St.Lucie County,FL
PEAK L••[ESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-5'
ROOF LESS THAN 12'-3'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE p051TNE NEGATIVE
(h) ULTIMATE ASO. ULTIMATE A.SO. ULTIMATE A.S.O.' ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.
M. 11E0 DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 73.0 43B 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUM END
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS
90.B 54.5 AND FOR ALL a00F
>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'-JO' 66.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 **L ACCORDION SHS
>30'-4D' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 MA
BLADE LENGTH OR LAM
SHUTTER HEIGHT.
94.3 56.6 126.2 75.7 90.0 54.0 1 117.7 170.6 84.4 50.6 106.5 639 *** PRODUCTS WHICH BEAR A
97.3 58.4 130.3 78.2 92.9 55.7 1 121.5 1 72.9 87.2 52.3 109.9 65.9 M14M7-04DE COUNTY OR A
STATE OF FLORIDA APPROVAL
B1=INGS PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COMPONENTS& CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETaF
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEPp f lfS l'
00Go
PEAK L••LESS THAN 12-5' C••GREATER OR EQUAL THAN T2'-5'
ROOF
HEIGHT POSNIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE AS.O. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 69.0 EMD/NG SCHEMATIC
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0793.0
>9o'- 100' 973 58.4 178.4 1074 89.7 53.8 1579 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 1630 978 l�o
189.2
95.1 5ZI 16Z 4 100.4
120;- 140; 105.6 61.9 193.6 113_Ujkf.5 973 58.4 171.3 102.8 A. ..Tit
> 160'- 180' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9
D' 109.8 65.9 201.3 .8 101.1 60.7 178.1 106.9 ``� S
>200'-250' 114.1 66.5 209.2 125.5 105.2 63.1 185.1 111.1 �O,44167
>250'-J00' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ;* .�
>350'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 110.5, ,,STATE OF
>ao0'-450' 126.4 75.8 131.8 139.1 116.5 69.9 205.1 123.1 0���••,;[ORI�P
500' 12B.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 This is Not A Hasler Drawing, o Z s/0IVAL�� oss
1 s
N
Valid Only For One Tiine Ppifr
I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD 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 COUN77ES
APPLICABLE RISK C47EGORY BUILDING&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
ASCE 7-10/ WIND PRESSURE CHART as sNowN
2.)TH/5 WIND LOAD CHART MUST BE SIGNED,SEILED AND 04TED BY THIS ENG/NEER IF USED TO OBTAIN A ONE 77ME BUILDING PERM?. STORM PANELS ACCORDION&SWM SHU77ERS it4 SCALE
3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DES/GN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.lI BLOGS 0611 VIS
WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. C DA
TE4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS MIL E C O 1 p e. WINO PRESSURE CHART
m
T/WT TESTING&ENG/NEER7N0 COMPANY BASIC WIND SPEED- 170 ph 15-188
5.)DESIGN WIND LOAD SELECTED O THE CONTRACTOR OR EXPERMITOP HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT'PREPARED 9Y e]]]x.x.]ew.]L 54.]os,WaGwa GVtoOrs,D.afla] EXPOSURE D.Kd 0.85
THE CONTRACTOR OR PERM?HOLDER(e.g.,SPRE105H£ET,OPENING SCHfOUL£/7AKE OFF SHEET,ETC.). Mw,:(JO])aTlB-00.Fv:(Jo]19Ti-r'J]r DRAWING No
EB-0006719 "ry"�• onwrmv drt A11t ro
WALTER A TILLIt Jr.P.E. aA N-rTr rr/14 _ _
FLOR/dT Uc. 44167 SHEET 1 OF 1