HomeMy WebLinkAboutEngineering 8UILDINGS PEM ROOF HEIGHT Ms DESIGN WIND PRESSURE FOR COMPONENTS & GL90D/NP (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT MS THAN OR EQUAL TO sn FEET•
BASIC WIND SPEED- 170 mph RISK CATEGORY 1/BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL WHOLESALE)
This isNot A Masleer Doing,
PEAK A<20 SO.FT xx 20 SOFT S A<50 SOFT xx A 2 50 so.Fl
ROOF xx Valid 011ly For One Time POrmilr
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE 11EG47FVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE A3.D. ULTIMATE ASO. *INDICATED DESIGN WIND PRESSURES CORRESPOND
0'- 15' 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.J 68.5 41.1 86.4 51.8 ID THE MAXIMUM END ZONE AND INTERIOR
ZONE CONDITONS 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' 8J.6 50.2 11 f.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 **SH InFR AR A D FIN O c:
>25'-30' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6. 77.3 46.4 974 58.4 (1)A=L�L FOR SLA g WHERE
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 f 02.4 61.4 €I [�.' (("OOPY L=SLAT SPAN.
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 s'.9 E�•1� �v
97.7 58.4 1JO.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 (2)S R STORM
=SPACING N STORM SE
S
L m STORM BARS SPAN.
(J)A=L x h/2 FOR HEADERS. WHERE
L=HEADER SPAN.
h=STORM BAR HEIGHT(SPAN).
BUILDING'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COP°PONENTS A GLADD/NG (P.S.F.) FOR ANE 7-90-PEAK ROOF HEIGHT GREAT Q Tuea sn EEET o (4)A=S x L FOR MULL ONS. WHERE
S=SPACING BETWEEN MULLIONS
BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS - L=MULLION SPAN.
RFSIDENT7AL, APARTMENT BUILDINGS&COMMERCOV. BUILDINGS(RETAIL WHOLESALE)
a'CAt*PRODUCTS WHICH BEAR A MIAMI-MDE
COUNTY OR A STATE OF FLOR04
APPROVAL
PEAK A <50 SOFT xx A A 50 SO.FT xx
ROOF
HEIGHT POSIDVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE I A.S.D. ULTTMATE A.S.D. J
>60'-70' 91.5 54.9 1977 100.6 84.71 50.6 148.4 89.0 PRQ
> 70'-60' 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
>90'- Too' 97.3 58.4 178.4 1074 89.7 53.8 157.9 94.7
_ > toa'- 1zo' 100.5 60.3 184.2 110.5 92.5 55.5 3 16'.0 97.8 e 1
> 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4
> 140'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 '
>_160'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 BULCD/NG SCNEMATIC������IOOI//I�0
_;_Y60'-200' 109.8 65.9 101.3 120.8 /01.1 60.7 178.1 106.9 a�����p:r
>200'-250' 114.1 68.5 209.2 125.5 105.2 67.1 185.1 111.1 d S° A/ °s
>250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 :'y�?•• �
>300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 4
>750'-400' 123.9 74.3 127.1 136.3 /14.! 68.5 200.9 120.5 e ;
>400'-450' 126.4 75.8 131.8 139.1 116.5 69.9 205.1 123.1 '
>450'-500' 128.8 773 236.1 141.7 f 18.6 71.2 208.9 125.3 ,p',• �.T :�
eO,c !20RI& ",0' .`
;,sS SON
No
1.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,84SED ON ASCE 7-10,FOR A BASIC WHO SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES 5 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORUARON FOR A SITE SPECD7C PROJECT. ASCE 7-10 WIND PRESSURE CHART AS SHOWN
2)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENG/NEER/F USED 70 OBTAIN A ONE DME BUILDING P£RUR: ROLL-UP SHUTTERS x.x SCALE
3)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC W7ND;LGAD CHART. r RISK CAT. 11 SLOGS 06/11/15
WINO PRESSURES ARE ULTIMATE AND ASD.PRESSURES 'L E ® awe. WIND PRESSURE CHART DATE
4.)7N75 WINO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
T/1IJT 7E9AN0 h ENG/NETRINO COMPANY SIC WIND SPEED I70 mph
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY en Mx.Been. s&,Tµ6,INEE rNO C ML ANY MAID
E D.E Kd 70 15-189
Poan,:(]011l-rWe.Fo.:(JW)e)1-rA71
THE CONTRACTOR OR PER HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). �.,V , ,ye61, wrr DRAWING No
EB-0006719
WALTER
FLORIDA Dc. 44167 A M Bey. M _ _ SHEET 7 OF I