HomeMy WebLinkAboutEngineering &un n/Nr S PEAK ROOF MEGNT vs DESIGN WIND PRESSURE FDR COMPONENTS& C4AOD/NG(P S F.) FOR ASCE 7-10 - PEAK RODF HEIGHT LESS THAN OR EQUAL TO 60 FEET
BASIC WIND SPEED = 170 rirph RISK CATEGORY R BUILDINGS
RESIDENTIAL, APARTMENT BU20ING5&COMMERCIAL BUILDINGS(REWL, WHOLESALE)
PEAKL••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9`AND
ROOF LESS THAN/2'-J` L••GREATER OR EQUAL THAN I2'-J`
> I
HEIGHT
(h) POSITIVE NEadl(VE POSITIVE NEGATIVE POSITIVE NEGATIVE
r p$1015 * ICDICATEDNETONTKIND
MA PRESSURES
REND
O'- 75' 76.4 102,4 73.0 95.5 68.5 B6.a RECE��,.� lU
> 15'-20' 80.4 107,6 76,6 100.4 72.0 90,8 ANNE AND ALL
ROOF'ZONE CONDINONS
AND FOR ALL ROOF
SLOPES.
>20'-25' 83.6 111.9 79,8 104.4 74.8 94.4
>25'-JD86.2 115.5 82.4 107.7 77.3 _ 97,¢ ACCORDION SHUTTER
OR 84WM
>JO'-40' 90.7 121.4 86.6 11.23 .81.2 102.4 5�LENGTH
>40'-50' 94.3 126.2 90.0 117.7 84.4_ 106.5
>50'-60' 97.3 1J0.J 92.9 121.5 87.2 109.9 *** PRODUCTS WHICH
CO�OR A
STATE OF FLORIDA APPROVAL
> ea WaE El HT QM IRAN 60 *
BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL,APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
0�G,l
PEAK -L••LESS THAN 12-3` LGREATER OR
ROOF EQUAL THAN 11'-J'
'
HEIGHT
POSI/IVE POSITIVE NEGATIVE
>60'-70' 91,5 167,7 64,J 146.4 L3U/LD/NG SCHEMAISC
>7-07-786,2 151.9
• >BO'--LO' 95.6 175.2 88.0 155.0
>.9o'-IOD' 8.4 89.7 157.9
100,5 184,2 92.5 1650
95.1 167.4 ,
v•� YZJ 171.3
l� 99.3 174.9
> 160'-200' 109.8 201,3 101.1 178.1 dII,j00tlaqq✓draDolo'a dy
>200'-250' 114.1 209,2 105.2 185.1 . , ��Y+,yI�
>250'-JOO' 117.8 216.0 10815 19111
I
>Sao'-350' 121.0 221.9 111.5 196.3 '+alis �.�\�m:�1$6:�',� This is Not A Master Drawing.
>350'-400' 123,9 227,1 114.1 200.9a°°
�- _�r Valid Only For One Time Permit,
b
' >400'-450' 126.4 231,8 116.5 205.7. ���� � ,- ti y
>450'-500' 728.8 2J6.1 118.6 208.9
Id THIS CERTIFIED SIGNED AND SEALED WOAD PRESSURE CHART.PREPARED BY THIS ENGINEER.a45ED ON ASCE 7-10 CHIPM?JO STANDARD,FOR A 64SIC 142ND SPEED '•� A 6;� lilll 2010 FLORIDA BUILDING CODE- BROWARD&PALM BEACH COUNTY
OF 170 MPH AND APPUCABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROODE WFORM477ON FOR A SITE SPECIRC PRO/ECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND PRESSURE CHART MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER✓F USED TO OBTAIN A ONE RNE BUILDING PERM?. STORM PANELS ACCORDION&BAHAM4 SHUTTERS SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND PRESSURE CHART. RISK Cor II BLOCS 11/24/11
WIND PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT ASA.PRESSURES. GATE
4.)THIS WIND PRESSURE CHART SMALL BE CONSIDERED WVAUD IF ALTERED BY ANY MEANS IN/ND PRESSURE CHART
BASIC WIND SPEED- 170 mph
TILLfT TESTING t ENOINEERINO COMPANY EXPOSURE D,Kd m am 11 - 172
J)DESIGN WIND PRESSURES SELECTED BY RIF CONITtAClOR OR PERLIIT HOLDER FROM THIS WIND PRESSURE CHART SHALL BE INDICATED ON A SEPARATE DOCUNEM slxr xw xN s5tt,,sw.>D•b wRr,+.v. wrmex;O,vrm
PREPARED BY THE CONTRACTOR OR PERMIT HOLDER(ag.,SPREADSHEET,OPENING SGNEDULE/7AKE OFF SHEET,ETC.). :LID9JJ Eft-000671i
Fe.:rypfbn-r41r use F 4�mx - �,, wss� DRAWING Na
EB-0006719 _
11
WALTER A RLLIT Jr.P.E. - 4� - SHEET 1 OF 1
FLORIDA Lia 44167 - - ,