HomeMy WebLinkAboutEngineering Ruxmur.•A aEAK annF ayour va DESIGN WIND PREs uRE FOR COMPomEm & LA VM (sSF,� FOR ASCE 7-I0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL ro 60 FEET
BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK L••LESS THAN 7'-9" Lx•GREATER OR EQUAL THAN 7'-9"AND
ROOF LESS THAN 12'-5' L--GREATER OR EQUAL THAN I2'-J"
HEIGHT POSITIVE N£CARYE POSRIVE NEGATIVE P05ITIVf NEGATIVE
(h) ULTIMATE ASO. ULTIMATE A.S.& ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.
* INDICATED DESIGN WIND PRESSURES
0'- I5' 76.4 45.8 1 102.4 61.4 7J.0 43.8 95.5 57.1 68.5 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END
ZONE AND INTERIOR ZONE CONDITIONS
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF
>20=25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 scoPEs
E25�30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 97.4 58.4 L e SWRM ACCORDION SHUTTER
90.7 54.4 121.4 72.8 86.6 52.0 f fJ.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR EAHAMASHUTTER HEIGHT.94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 - TPRODUCTS WHICH BEAR A
97.3 58.4 730.3 78.2 92.9 55.7 121.5 72.9 87.2 52.J 109.9 65.9 MLAMI-040£COUNTY OR A
STATE OF FLORIDA APPROVAL
BL1ILpmis PEAK ROOF HEIGHT ve DESIGN WIND PRESSURE FOR COMPONENTS & CUDDING (P"S•F) FOR ASCE 7-10 - PEW ROOF HEIGHT GREATER THAN 60 FEET* M
m
BASIC WIND SPEED - 170 mph RISK CATEGORY 1/BUILDINGS (-)
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) m
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NES GO CD
PEAT( L^LEW THAN 12-3' L••GREATER OR EQUAL THAN I2'-5" �
ROOF Ha
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE I A.S.D.
>60'-70 91.5 54.9 167.7 100.6 84.3 50.6 I 148.4 89.0 BUILDING SCHEMATIC
>70'-80' 9J.6 56.2 171.6 101.0 86.2 51.7 151.9 91.1
>80'-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0
>90'- Too' 97.3 58 178.4 _LaZtj 89.7 53.8 157.9 94.7
100 = 12gr 100.5 60.3 184.2 1 110.5 92.5 55.5 16J.0 97.8 Ij1TAAxiPP�����
- 140' 1OJ.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 111A. Tit Kim
> 160'- 190' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 11
104.9 `, 4 1 ............
G NSF/r✓�i
> 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 ,��
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>200'-250' 114.1 68.5 109.2 125.5 105.2 63.1 185.1 111.1 No.44167
>250'-300' 177.8 70.1 216.0 129.6 708.5 65.1 191.1 114.7
>300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 "o•: STATE OF
>350'-400' 123.9 74.J 227.1 136.3 114.1 68.5 200.9 120.5 �'Q
>400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 ;��ORI04:� ��'d�3 �(/!o
>450'-500' 128.6 77.1 236.1 141.7 118.6 71.2 206.9 125.J This is Not A Master Drawing, ==�SS�op......�L''' / / Mh
Valid Only For One Time PermitNO
1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,EASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES
APPUC48LC RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROTIDE INFORMATION FOR A SITE SPECIFIC PROTECT.
STORM PANELSL5;
2.)TINS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY IRIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE C, WAND PRESSURE CHART AS SHOWN
ACCORDION&B4{NA4 SHUPERS xsx SCALE
JJ CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED ON THIS GENERIC WIND LOAD CH4RT. RISK G4T If BLDGS 06/11/15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. C
4.)THIS WIND Law CHART SH4U.BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L `C C !1 a. WINO PRESSURE CHART DATE
17LU TEST/N0 t ENGINEERING COMPANY BASIC WINO SPEED a 170 mph
5.)DESIGN WHO LOAD SELECTED BY THE CONIRAC70R OR PERMIT HOLDER FROM THIS WIND LOAD CHART SFWLL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 8Y ..... easa NM.a4IA N S&aot.NBoruA ING C D.ante EXPOSURE 0,Kd-0.85 15-188
THE
CONTRACTOR OR PERM/T.HOLDER 0.9.,SPREADSHEET,OPENING S'CHEDULE/TAKE OFF SHEET,ETC.). P-.(a0.T)a71-IJ]6.F.:(am)en-IaTI �• MAI,A,r uR �,w o rmx urt DRAWING No
EB-0006719 pA II_ITP I/u a
WALTER A TILUF Jr.P.E. - SHEET I OF 1
FLOR1114 L/c.IF 44167 a.rom6Hs