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BUILDIHGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADD/NG jP.S.Fa FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �k `k may;
BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) x o
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PEAK L"LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L"GREATER OR EQUAL THAN 12'-3'
ROOF LESS THAN 12'-5'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGA77VE POSITIVE NEGATIVE
(h) ULRWTE ASO. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.SD. INDICTED DESIGN WIND PRESSURES
0'- 15' 76.4 45.8 102.4 61.4 730 4J.8 95.5 5Z3 68.5F44.994.4
4 51.8 * CORRESPOND TO THE MAXIMUM END
ZONE AND INTERIOR ZONE CONOLNONS
> 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.08 54.5 AND FOR ALL ROOF
SLOPES,
>20'-25' 83.6 50.2• 111.9 671 79.8 47.9 - 104.4 62.6 74.84 56.6 **L STORM PANEL LENCNL>25'-30' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 7ZJ4 58.4 ACCORDION SHUTTER
BLADE LENGTH OR BAHAMA>JD'-40' 90.7 54.4 '121.4 72.8 86.6 52.0 113.3 68.0 81.2 .4 61.4 SHUTTER HEIGHT.>40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 .5 63.9' k< VPRODUCTS WHICH BEAR A
>50'-60' 9ZJ 58.4 130.3 78.2 92.9 55.7 121.5 72.9 BZ2 .9 65.9 MIAMI-GIDE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A' CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF•HEIGHT GREATER THAN 60 FEETar
BASIC WIND SPEED a 170 mph RISK CATEGORY Il BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
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E£`GOS
PEAK L-LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-3'
ROOF
HEIGHT POSITIVE NEGAIIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASO. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC
>70'--Bo' 93.6 56.2 171.6 lOJ.O 86.2 51.7 151.9 91.1
>Bo'-9o' 95.6 57.4 175.2 105.1 88.0 52.8- 155.0 93.0
>s0'- too' 97.3 58.4 178.4 _IaZ,4 89.7 53.8 157.9 94.7
�>:100'`=.12 100.5 '.603 184.2 1 110_.5 925 55.5 163.0 97.8
REVIEWED FOR > 120'- 140' 103.2 61.9 189.2 -173.3 95.1 5ZI 1674 100.4 N.
TIL
CODE
C pp��L //A�ppyy s0'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 � � P ..........
a`. ASL`
ST. LUCIE COUN -200- 109.8 65.9 201.3 120.8 101.1 ' 60.7 178.1 106.9 �1�.�JCEANIS�••,'�
>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1: 111.1 'o =• N0,44!67
>300'-350' 121.0 72.6 221.9 133.6 108.5 66.9 196.3 117.8
gMW
�� >350'-400' 123.9 74.3 22Z 1 136.3 114.1 68.5 200.3 120.5 A STATE OF ?
'•• R ' P.'• Zf.
>400'-450' 126.4 75.8 231.$ 739.1 116.5 69.9 205.1 1231 ��QF •.,�QR1®,• �-9
>450'-500'1 128.8 1 77.3 1 236.1" 1 141.7 1 118.6 71.2 '208.9 125.3
NQTE�
1.)THIS CERTIFIED SIGNED AND SEALED Who LOAD CHART,PREPARED BY THIS ENGINEER,WED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2017(6th EDIHON)FLORIDA BUILDING CODE- BROWARD, PALM BEACH, AAR77N, ST.LUCIE&INDIAN RIVER COUNTIES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMANON FOR A SITE SPECIFIC PRO/ECT. ASCE 7-10/ WIND PRESSURE CHART L.C.
2.)THIS WIND LCD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77M£BUILDING PERMIT. STORM PANELS,ACCORDION&&HAMA SHUTTERS DRAWN BY
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LCD CHART I,, RISK CAT. If BLDGS 08/09/17
WIND PRESSURES ARE ULNMA7E AND ASO.PRESSURES. WIND PRESSURE CHART DATE
4.)THIS WIND LCD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 'L E C O I N C. '
TICCIT TESTING t ENGINEERING COMPANY BASS WIND D. 170 mph 17-19.4
S)DESIGN WINO LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM 7N/S WIND LDAD CHART SHALL.BE INDICTED ON A SEPARATE DOCUMENT PREPARED BY ASS!kw.S6N.55vG.,,s7..JOS N9GutA cx,P n.vl9A EXPOSURE D.Xd 0.65
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULEfTAKE OFF SHEET,ETC.). Ph..;(]0.9J07hI17O. ,(.ras alhlJ]l orswrmx art nrv.x. u.esxmlax art DRAWING Na
EB-0006719
WALTER A 71LUT Jr.P.C. 01D le-1°r T SHEET 1 OF I
FLORIDA LI 44187