HomeMy WebLinkAboutEngineering RUN DIM'c PEAK ROOF HEIGHT MI< DESicN WIND PRESSURE FOR muanucN7S& CLADDING (P SA) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar
BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK I-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND L-GREATER OR EQUAL THAN 12'-5'
ROOF LESS THAN 12'-J'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATLVE POSIRVf NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE ASO. ULT/MATE ASO. ULTIMATE I A.S.D. ULTIMATE A.S&
* INDICATED DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
> 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 ZONE AND LL BOOR ZONE caNamoNs
90.8 54.5 AND FOR ALL ROOF
SLOPES
>20'-25' 8J6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6
>25'-JO' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 **L e AMMO SHUTTER
BLADE LENGTH OR @4HAMA
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHURER HEIGHT.
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 6J.9 Ar** PRODUCTS WH/CN BEAR A m
>50'-60' 97.3 58.4 1JO.J 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MMMI-040£COUNTY OR A n
STATE OF ROR/04 APPROVAL m
RUHDINs'S PEAK ROOF HFN:Hr M. DESIGN WND PRESSURE FOR COMPONENTS & CLADDING (P-S.F.) FOR ASCE 7-f9 - PEAK ROOF HEIGHT GREATER THAN 60 FEET*
BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS [�
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
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PEAK L••LESS THAN 12-5' L••GREATER OR EQUAL THAN 12'-3'
ROOF UJ
HEIGHT POSMYE NEGATIVE POSmVE NEGATIVE
(h) ULRMATE A.S.D. ULRMATE A.SD. ULDMATE A.S.D. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEAGIIIC
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>80'-90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 _ �a
973 58 178.4 19Z,4-, 89.7 53.8 157.9 94.7 r
> 100'- 120' 100.5 60.3 184.2 110.5 T 92.5 55.5 16J0 978
> 140'- 160' 105.6 63.4 19J.6 116.2 973 58.4 771.3 102.8 1111\,�`�
> 160'- 1@o' 107.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9 11111�Q ,�.`CjEA��w'
> ISO'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 ; v c
>2oo'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 N0.44167
>250'-300' 7178 70.1 216.0 129.6 108.5 65.1 191.1 114.7
>30D'-J50' 121.0 72.6 221.9 173.1 111.5 66.9 196.3 1178 �'. STATE OF 1 `ra2�JA
>J50'-400' 12J.9 74.J 227.1 136.3 114.1 68.5 200.9 120.5
>450'-sD0' 128.8 773 216.1 141.7 118.6 71.2 208.9 125.3 This is Not A Master Drawing, o�FSS//OpAL�a��''1,1,,3/y//�
Valid Only For One Time Permit.
1.),7MS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED'BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A 84SIC WIND SPEED OF 170 MPH,AND 2014 (5th EDRION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARRN,ST. LUCIE&INDGW RNER COUNTIES
APPUC48LE MSK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROWDE 1NFORMARON FORA SITE SPECIFIC PROJECT.
ASCE I
2.)7HIS WIND LOAD CHART MUST BE SIGNED.SEALED AND 04TED BY THIS ENGINEER IF USED TO OBTAIN A ONE RNC BUILDING PERMIT.
STORM PANELS,
/ WIND PRESSURE CHART AS SHOWN
ACCORDION&84IiAM4 SHLR7ERS "*• SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT.R BLOCS 06//1/15
WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES.
L E C O me, WINO PRESSURE CHART DA TE
1.)THIS WHO GO90 CHART SHALL BE CONSIDERED INVALID/f ALTERED BY ANY MEANS @ASICWIND SPEED- 170 mph
T/LL/T TESTING i ENGINEERING COMPANY EXPOSURE A Kd-0.85 15-188
5.)DESIGN WHO LGAO SELECTED O THE CONTRACTOR OR PERMIT HOLDER FROM 171/5 WHO LOAD CHART SHALL BE 1N07GAIE0 ON A SEPARATE DOCUMENT PREPARED BY - exxT ILr AAu.sL sIt ffl WF - GAROTrq n.vrae
ME CONiFACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETF). /man.:6wJ4nS-00.71;rynyeR-I.vr
AIV.M. MMm(YI arr III.:w � Memrpv DRAWING No
EB-0006719
WALTER A RLUT Jr.P.E.
FLORIDA U'e. 44167 nlevms A SHEET 1 OF r