HomeMy WebLinkAboutEngineering MD/NG'S PEAK ROOF HEIGHT w DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8-Fa FOR AME 7-1`0 PEAK ROOF HEIGHT LESS THAN OR EQUAL 70 60 FEET•
B451C WIND SPEED- 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ,
RECEP.7D SEP O � COPY
This is Not A Master Drawing.
PEAK A <20 SD.FT 10 SO.FT S A<50 SOFT x• A z:50 SD.Fr
ROOF _• Valid Only For One Time Permit,
HEIGHT POMW NEGATIVE POSIT/VE NEGATIVE POSITIVE NEGAMT
(h) ULMUTE AS.O. ULMMTE ASA. ULTIMATE A.S.D. ULTIMATE ASD. MAM47E A.SD. ULTIMATE ASA *INDICATED DESIGN WIND PRESSURES CORRESPOND
0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 573 68.5 41.1 86.4 SIX TO THE MAXIMUM END ZONE AND INTERIOR
ZONE CONDITIONS AND FOR ALL ROOF SLOPES.
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5
>20'-25' 83.6 j t5O.2111.9 67.r 79.8 47.9 104.4 626 74.8 44.9 94.4 56.6>25'-JO' 86.2 15.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 974 58,4 (1)A=L x G FOR�g WHERE
>JO'-40' 90.7 21.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4L=STAT SPAN.
>40',50' 94.3 26.2 75.7 90070.6 84.4 50.6 106.5 63.9>5o'-so' 973 30.3 78.2 92.9 55.7 127.5 72.9 87.2 523 J09.9 65.9 (2)A=S x L FOR STORM BARS. WHERE
S=SPACING BETWEEN STORM BARS
L=STORM 84RS SPAN.
(J)'A=L x h/2 FOR HEA DER£ WHERE
L m HEADER SPAN.
_ h=STORM 64R HEIGHT(SPAN).
BUILDING'S PEAK ROOF HEIGHT vs S R FOR COMPONENTS A CLADDING(82,F) FOR ACE'7-10-PEAK ROOF HEIGHT GREATER THAN 60 FES'• (4)A=S x L FOR MIDIInuc WHERE
S=SPACING BETWEEN MULLIONS
BASIC WIND SPEED = 170 mph RISK C47EG0RY U BUILDINGS L=MULLION SPAN.
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL WHOLESALE)
. PRODUCTS WHICH BEAR A MIAMI-DADS
COUNTY OR A STATE OF FLORIDA
APPROVAL
PEAK A <50 SO.Fi iw - A 2 50 SO.FT tr
ROOF
HEIGHT POSI7WE NEGAMT POSITIVE NEGATIVE .
(h) ULTIMATE A.S.D. ULRMA7E A.S.D. ULTIMA7E I ASO. ULTIMArE I ASD
>60•-70' 91.5 54.9 1677 100.6 84.350.6 748.4 89.0 6�fIAt
>70'-80' 93.6 56.2 171.6 1 JO3.O 86.2 51.7 151.9 91.1 �E1G
>60'-go, 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0
>B0•- loo' 97.3 58.4 178.4 1074 89.7 53.8 1579 94.7
> 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8
> 120'- ' 103.2 61.9 189.2 113.5 95.1 167.4 1 100.4
> 4a- 160' 105.6 6J.4 193.6 1 116.2 97.3 58.4 171.3 ir 102. "
> 160'- 180' 1078 64.7 1976 1 118.6 99.3 59.6 174.9BUILDINQ SCHEMATIC111111111111
65.9 1 201.J 12o.8 tou 60.7 178.1
>200'-250' 1�4.� 68.5 209.2 125.5 705.2 63.1 185.1 ioeTI( �.9 • R A• !-F&
,���'
1178 70.7 219.0 129.6 108.5 65.1 191.1 114.7
121.0 72.6 221.9 133.1 �111.5 66.9 796.3 117.8
123.9 74.3 ?27.1 136.3 114.1 68.5 200.9 120.5
126.4 75.8 231.8 139.1 116.5 69.9 20.' 123.1 *:•
128.8 77.3 236.1 147.7 178.6 71.2 208.9 125.3 =.p t � �
FCORIOP :\Alt'`
No M1lnnouuaal``
1.)THIS CERTIFIED SIGNED AND SEALED WIND L640 CHART,PREPARED BY THIS ENGINEER,84SED ON ASCE 7-10,FOR A 84SIC WIND SPEED OF 170 MPH,AND 2014(Sth EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN, ST.LUCIE&INDIAN RNER C0UN77ES
APPUMLE RISK CATEGORY BUILDING&EXPOSURES B COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEC/NC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)TN/S WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ROLL-UP SHUTTERS 4YV SCAT£
3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. MSK CAT If BLOGS 06/11/15
WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. DA -
4)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY MEANS. I L ECO 1 N c. W/NAS PRESSURE CHART s.
_
T7LLR iEST7N0!E74O/NEEWNO COMPANY BASIC WINO SPEED a 170 mph
5.)DESIGN WIND L64D S£LECIEO BY INE CONIRACrOR OR PERMIT HOLDER PRON THIS WIND Lac CHART SMU BE INDICA7E0 ON A SEPARATE DOCUMENT PREPARED BY ansa Nw.-sz 57.=)an-Im.f:Wm MA GArIpTRS n.alae EXPOSURE 0,Kd-O.BS 15-189
WING No
Mons:(aW (J0.1f811-I'JJI DRA
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET OPENING SCHEDULE/TAKE OFF SHEET,ETC). E8-0006719 '�A° ancxrrsox o.rt m.A' mrt
WALTER A.77L Ur
Jr.P.E.
FLOR/Ol Lic. 44167 4 4q,Mgy a SHEET 7 OF 1