HomeMy WebLinkAboutEngineering &&D/NGS PEAK ROOF HEIGHT ba DESIGN WIND PRESSURE FOR COMPONENTS & CLADD/NG (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET p
B451C WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS
RESID£NTDIL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Not A Master Drawing.
RFAK
ROOF A <20 SOFT fifi 20 SOFT S A<50 SOFT=fi A e 50 SOFT== Valid Only For One Time Permit,
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULT/MATE A.S.D. UCgNA1E' A.S.D. ULTIMATE AS0. ULTIMATE ASD. ULpNATE A.SO )r1NO1G1TED DESIGN WINO PRESSURES CORRESPOND
0.- 15• 76.4 45.8 102.4 61.4 710 43.8 95.5 573 68.5 1 41.1 86.4 1 51.8 TO THE MAXIMUM END ION£AND lNIE7210R
AND
> 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 ZONE CONDITIONS FOR ALL ROOF SLOPES.
>20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 *SHUTTER AREA DEFINED AS:
>25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6• 773 46.4 974 58.4 (1)A=I x L FOR SLA WHERE
>JO'-40' 90.7 ��54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4L-SLAT SPAN.
>4D'-SD' 943 6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.997.3 4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 (2)s SPAC NG BEEN STORM BARS FOR STORM BA
L-STORM BARS SPAN.
(J)A=Lx h/2 FOR HEgpEg$ WHERE
L e HEADER SPAN.
h STORM EAR HEIGHT(SPAN).
BUILDING'S PEAK ROOF HEIGHT vs QESIGN WIND PRESSURE FOR COMPONENTS & CLADDING CCS E.) FOR ASCE 7-10-PEAK ROOF HEIGHT GREATER THAN 60 FEET (4)A=S x L FOR MULLIONS.WHERE
S-SPACING BETWEEN MULUONS
BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS L e MULLION SPAN.
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) J.
PROOUC75 WHICH BEAR A MIAMI-64DE
COUNTY OR A SPATE OF FLORIDA
APPROVAL
PEAK A <50 592.FT fifi A 2 50 SOFT fifi
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.O. ULTIMATE I A.S.O. ULTIMATE I A.Ma ULTIMATE A.S.D. `(
760'-7D' 91.5 54.9 167.7 i00.6 84.3 50.6 148.4 89.0 Pf'ooF S ��l
>70'-@D' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 HE��N
>80'-90' 95.6 57.4 175.2 105.1 88.0 528 155.0 1 9 .v
>90'- Too, 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 55.5 163.0 978
> 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 1674 100.4
> 14o'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 '
> 160'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 -BU/LO1NC SCHEMAT/Cgp1111011!
>200'-250' 1014. 68.5 209.2 125.5 105.2 63.1 185.1 111.1 tea`°°°°���R A�r,Cl/l4/4,,,y
>250'-J00• 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 �\CENS`F•%. s
>JOG'-400' 121.0 . 72.6 221.9 133.1 111.5 66.9 196.3 117.8 �. ,,
>350'-400' 123.9 74.3 227 1 136.3 ITA 1 68.5 200.9 120.5 3 :<-C--►�,4- g
>soD'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 �,-', ,-..•---•
>450'-SOD' 128.8 77.3 236.7 141.7 118.6 71.2 208.9 175.3 Z.p'. JyIH1i10r1 �
a�%�p�. '20RVOP
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1.J THIS CERAFlED SIGNED AND SPACED WIND COAG CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEEDOF 170 NPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, Sr LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRO/ECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND L04D CMART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERM?. ROLL-UP SHUTTERS fififi SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELE'CT/ON OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. R/51(CAT. If BLDGS 0611 VIS
WIND PRESSURES ARE ULTIMATE AND AMD.PRESSURES.
9.)771/5 WIND LOAD CHART SNAG[BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. '
L E C 0 i N c. . WIND PRESSURE CHARD DATE
lILLR TEST/NO B ENGINEERING COMPANY 84.TC WIND SPEED- 770 mph
5. DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE IND104TED ON A SEPARATE DOCUMENT PREPARED BY aua Nw Ae"s sT..7m,Tw6wu caw'm a M166 EXPOSURE 0,Kd-DEVI I S-189
FRon.:(JQ6�r-IJJO.Far:(366 7,1311 DRAWING No
THE CONITLICTOR OR PERMIT HOLDER(e.g.,SPREADSHEET OPENING SCHEOULE/TAKE OFF SHEET,ETC.). EB-0006719 ar:Aa >rTs�ppa+' art 6n x. ersannav
WALTER A ALL?Jr.P.E. an rr-rn r/r61 1 1 - -
FLORlDA Oc. 44167 �.mfiy� SHEET 1 OT 1
NAME—]"Kam., Ss*n,-4-i.. UNIT#71 W*
UNIT SHUTTER WALL ALLOWABLE UPPER LOWER OPENING SHUTTER SHUTTER SHUTTER STORM ANCHOR
# TYPE PRESURE STRESS TRACK TRACK SIZE WIDTH HEIGHT SPAN BARS SPACING
INTER/END DESIGN DETAIL DETAIL W X H # REQ'D TOP BOT
ZONE (0.60)
1 ACCORDION k 5t.? -°r+. I SEC G SEC J 157 X 108 157" 108" 106" NIA 10.0" .5"
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