HomeMy WebLinkAboutEngineering BUIL 'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING C&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEE •
BASIC WIND SPEED- 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
RECEIVED SEP 09'2015 This is Not A Master Drawing.
PEAK A <20 SOFT== 20 SO.FT S A<50 SOFT=_ A L 50 SOFT==
ROOF Valid Only For One Time Permit
HEIGHT POSOTVE NEGATIVE POSITIVE NEGAAVE POSIRVE NE41T/vE
(h) UL77MATE A.S.D. ULRNAIE I A.S.D. ULBNATE A.S.D. ULTIMATE A.S.D. ULRMATE A.SD. ULPMAIE ASA. *INDICATED DESIGN WIND PRESSURES CORRESPOND
0*- 15' 76.4 45.8 102.4 61.4 7J.0 4J.8 95.5 573 68.5 1 41.1 86.4 51.8 TO THE MAXIMUM END ZONE AND INTERIOR
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 `�fy' ZONE COND/T10NS AND FOR ALL ROOF SLOPES.
>20'-25' 83.6 k50.22111.9 67.1 79.8 47.9 1044 62.6 74.8 44.9 94.4 56.6 �`86.2 115.5 69.3 824 49.4 1077 64.6 7Z3 46.4 g7,4 5B.4 ��A � `)UTL i F'OR SLATS. WHERE
90.7 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 J
L-SLAT SPAN.
94.3 126.275.7 9070.6 84.4 50.6 106.5 6J.9 .97.J 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 (2)A=S x L FOR STORM SARs. WHERE
S-SPACING BETWEEN STORM BARS
L-STORM BARS SPAN.
(J)A=L x h/2 FOR LIFAOPoS. WHERE
L=HEADER SPAN.
h m STORM BAR HEIGHT(SPAN).
BUILD/HG'S PEAK ROOF HEIGHTvs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P FS) FOR ASCE 7-1O-PEdK ROOF HEIGHT GREATER THAN 60 FEET ► (4)A=S x L FOR MULLIONM WHERE
S=SPACING B£l7YEEN MULLIONS
BASIC WIND SPEED= 170 mph RISK CATEGORY II BUILDINGS L e MULLION SPAN.
RESID£NT7AL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL WHOLESALE)
PRODUCTS WHICH BEAR A MLWI-DADS
COUNTY OR A STATE OF FLOROLA
APPROVAL
PEAK A <50 SO.FT=_ A 2 50 SOFT
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGAlIV£
(h) ULNMATE A.S.D. UUIMATE A.S.D. ULRMATE I AS.O. ULI7MATE A.S.O. PO \
>ESD' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89 PR FHS l�'I
IS 70'-eo' 936 56.2 171.6 1 103.0 86.2 51.7 151.9 91.1' �EI�
95.6 574 175.2 1 105.1 88.0 155.0
>9D'- too' 97.3 58.4 178.4 1 107.4 89.7 53.8 1579 94.7
> 100'- 120' 100.5 60.3 184.2 1 110.5 92.5 55.5 16J.0 97.8
> 120'- 140' 103.2 61.9 189.2 1 113.5 95.1 571 167.4 100.4
> 140'- 160' 105.6 6J.4 1926 116.2 97.J 58.4 171.3 102.8
>--160,- 180' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 BUILDING SCHEMA TIC,C%p11111N14I44j
0
>Too'-250' 114. 8
68.5 209.2 125.5 105.2 63.1 185.1 111.1
.0�����R
>250'-J00' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 ���S1P'JCENS'F•:9 'may
>J00'- 0' 121.0 72.6 22 133.1 111.5 66.9 196.3 117.8 4
167
40 I
' >J50'-400' 123.9 74.3 227 136.3 114.1 68.5 200.9 120.5 '
>400'-450' 126.4 75.8 231.8 1 J9.1 116.5 69.9 105.1 123.1 3
>050'-SOD' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 .per:• a
S/ONAL��G`�`�.
XQ Hnnnaiuu��a
1.)THIS CERRFlED SIGNED AND SEALED WHO LOAD CHART PREPARED'BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WAD SPEED OF 170 MPH,AND 2014(5th EDIRON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MAR77N,ST.LUCIE&IND14N RIVER COUNTIES
APPUC46LE RISK C47EGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PRO14DE INFORMARON FOR A SITE SPECIFIC PRDI£CT. ASCE 7-10/WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT. ROLL-UP SHUTTERS =_= SCALE
J.)CON7RACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECRON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. #BLDGS 06//7/15
WIND PRESSURES ARE UL77M4TE AND A.S.D.PRESSURES
4.)7H/5 WIND L040 CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEAN& I L ECO 1 N c, WIND PRESSURE CHART DATE
71LLJT TESJ/NO h ENGINEERING COMPANY B.L9C WIND SPEED v 170 mph
5.)DESIGN WIND L04D SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WIND LOAD CHARTSHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Sus Nw,seu.s ss.TSA IsecuAA cA®vAs rt.arse EXPOSURE D,Kd-O.B5 15-189
THE CONM4CTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULIZAAKE OFF SHEET,ETC). P1ww+(sAsf471-I 0006719
.i:(sw)en-rs.Tr aur DRAWING No
EB-00
WALTER A RLLR Jr.P.E.
FLORIDA U..f 44167 SHEET I OF 1