HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (PSE) FOR ASCE 7-10.- PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET*
BASIC WIND SPEED = 170mph RISK CATEGORY R BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Not A Master DraWing,,
Valid Only For Ona Timo Permit,
PEAK B x L<20 So.Fr{) 20 SD.FT s B x L<50 So.Fr() B x L 2 50 SOFT{•) j
ROOF
HEIGHT POSITIVE NfWTN£ POSITIVE NEGATIVE POSITIVE NEGAf/VE
(h) ULTIMATE A.S.D. ULTIMATE ASA. UL11--TA.S.D. ULBMATE A.S.O. ULTIMATE A.S.D. ULRMATE ASD. CORINDIRESPATEDOND
AESTo E M PRESSURESEND
CORRESPOND 7D THE MNOMUM END
ZONE AND INTERIOR ZONE
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 CONDITIONS AND FOR ALL ROOF
3-137 20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 g0.$ 54.5 SLOPES. i
>20-25' 83.5 50.2 -F1 1.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.5 *gk L=PANEL HEIGHT{Fr)
>25'-JO' 86.2 51.7 115.5 69.J 82.4 49.4 1077 64.6 77.3 46.4 974 58.4 e=PANEt.wmtH(F>7
>SO'-40' 90.7 54.4 121.4 72.8 85.6 52.0 113.3 68.0 81.2 48.7 102.4 67.4 * E IS N RO A
94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 A STATE OF FLORIDA APPROVAL
>5a'-60' 97.3 58.4 130.3 78.2 92.9 55.7 12).587.2 52.3 109.9 65.9
BUILDOE H/GHT vs DESIGN WIND PRESSURE FOR WMEONM A CLADD kO MSF,,) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET�r
BASIC WIND SPEED - 170 mph CATEGORY ll BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
4E01 `4S
PEAX B x L<50 SO-Fr(*) B r L t 50 SO.FrROOF
(••)
APP 7 8 2016 HEIGHT POSITIVE MCCATIVE P05TTtYE ArFOAAYE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D.
PERIMMINC >60'- 70' 91.5 54.9 16Z 100.6 $4.3 50.6 148.4 89.0
St.Lucie County,TFL
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 157.9 91.1
>60'-90' 95.5 57.4 175.2 105.1 68.0 52.8 155.0 93.0 Q1//SING SCHEMATIC
>
go,- Too' 9T.3 58.4 178.4 107.4 89.7 53.8 1579 94.7
> r o' 100.5 6 184.2 )7 92.5 55.5 163.0 97.8
120'- 140 1O3.2 61.9 T89.2 173.5 95.1 57.1 167.4 100.4
> 1 -- 16o' 105.6 63.4 193.6 1 97.3 58.4 171.3 102.8
> 160'- 180' 107.8 64.7 1976 118.6 99.3 59.6 f79.9 704.9
> 760'-200' 109.8 65.9 201.3 120.$ 101.f 60.7 178.1 106.9 ``0.. tR p"rl j��l�''A
>200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1
>250'-700' 1178 70.1 216.0 129.6 108.5 65.1 191.7 114 "�,�CENS•' �9'''
>J00'-750' 121.0 X. 221.9 137.1 117.5 66.9 196.3 1178 ••••• y
>s50'-400' 1239 74.3 2271 136.3 174.7 fi8.5 20D.9 120.5 •• �•
126.4 75.8 231.8 179.1 116.5 69.9 205.1 123.1 S -
>450'-500' 128.8 773 236.1 141.7 118.6 1 71.2 1 208.9 1 125.3
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X¢YF.S' 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTA ST. LUCIE&INDIAN RIVER COUN77ES
1)THIS CERTIFlED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,WED ON ASCE 7-10,FOR A BAS/C WIND SPEED OF 170 MPH,AND
APPUbiBLE RISK CATEGORY BUKDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPaWC PROJECT: ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED.SEALED AND LT4rED BY THIS ENGINEER!F USED TO OBTAIN A ONE TIME BUILDING PERMIT COLONIAL SHUTTERS♦4. SCALE
It
11/15
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WINO LOAD CHART. EXPOSURE P BLOCS OSfAT,
WIND PRESSURE
- OAT,
RI CAT
WIND PRESSURES ARE ULTIMATE ANO AS.O.PRESSURES. t�E C 0 N SSURE CHART --
4.)RDS WIND LOAD CHART SMU BE CONSIDERED/NVAUD IF ALTERED BY ANY MEANS BASIC WIND 170 5
T/LlJT TESANO k ENGINEERING COMPANY E 0.Kd-0.85 15-?90
5.)DfSJGN WIND LOAD SELECTED BY THE CONTRACTOR GR PERMIT HOLDER IRON INti WIND LOAD CHART SHALL BE tNOIC4TfD ON A SEPARATE DOCUMENT PREPARED BY P]l s XM..fsu.s+ sa..f0.t t2icwN cu+arM.R A1r6s DRAwtNG N.
Nrn•:7305)il1-1310.Fm:(JOS)Dtt-1311 m:w OOCNrox aR H✓.w aoGe•>Ka uM
THE CONTRACTOR OR PERMIT HOLDER(e.✓..SPRfAOSHEEr.OPEN/NG SCHEOULE/TAKE OFF SHCET,ETC.). EB-0006719 11-/�� ILII s _
WALTER A TIWT dr.P.E. SHEET t OF 1
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