HomeMy WebLinkAboutEngineering BI/lLD/NG'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASCE 7-f0 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO an FEET s
BASIC WIND SPEED- 170 mph RISK CATEGORY lI BUILDINGS
RESIDEN77AL APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL. WHOLESALE)
RECEIVED SEP 0 9,20B This isNotR Master Drawing.
PEAK A <20 SOFT== 20 SOFT S A<50 SOFT== A 2 50 SOFT
ROOF =_ Valid 011ly For One Time Permits
HEIGHT POSITIVE NEGATIVE POSITIVE NEGAIIVE POSITIVE HECATIVE
(h) OLTIMATE A.S.O. ULTINA TE A.S.O ULTIMATE A.S.D. ULTIMATE A.S.D. ULDMATE A.S.D. ULTIMATE A.S.D. *INDICATED DESIGN WIND PRESSURES CORRESPOND
01- 15' 76.4 45.8 102.4 61.4 730 4J.8 95.5 573 68.5 41.1- 86.4 51.8 ZONE CO 4XIMO S NDAND FOR ALC RO�SLOPES
> 15=20' 80.4 48.2 707.6 64.6 76.8 46.1 100.4 60.2 720 43.2 90.8 54.5 ��
>20'-25' 83.6 50.2 111.9 671 . 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 **SHUM AREA DEFINED AS,
>25'-JO' 86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.J 46.4 g7,q 58.q (1)A=L r E FOR SLA 7� WHERE
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 4B.7 102.4 61.4 J
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 � 63.9 L-SLAT SPAN.
>50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.J 109.9 65.9 (2) =S SPACING RSTOBETWEEN STORM BARS
AR
L-STORM BARS SPAN.
(J)A=L K h/2 FOR HEA QEB$ WHERE
L HEADER SPAN.
h s STORM BAR HEIGHT(SPAN).
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR CDA/PONENTS A' CLADDING (P S F.) FOR ASCE 7-f D-PEAK ROOF HEIGHT GREAZER THAN 60 FEET • .(4)A=S x L FOR MULLIONS.WHERE
5-SPACING BETWEEN MULLIONS
BASIC WIND SPEED = 170 mph RISK C47EGORY Il BUILDINGS L-MULUON SPAN.
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL WHOLESALE)
AA:At*PRODUCTS WHICH BEAR A MAN=-0A0E
COUNTY OR A STATE OF fLORIl14
' APPROVAL
PEAK A <50 SOFT=_ A 2 50 SOFT=_
ROOF
HBGHT POSITIVE NEGATTVE POSITIVE NEGATIVE
(h) ULTIMATE A.SO, ULTIMATE I A.S.O. ULTIMATE A.SO. ULTIMATE A.S.D. �(
>60'-70' 91.5 54.9 1677 .100.6 84.3 50.6 148.4 89.0 P�,00F
>70'-80' 936 56.2 171.6 103.0 86.2 51.7 151.9 91.1 NE1G
>80'-g0' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 1 930 _
_ >90'- 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 -
> too'- 120' 100.5 60.J 184.2 1 110.5 92.5 55.5 163.0 97.8
> 120'- 140' 103.2 61.9 189.2 1 1135 95.1 57I 167.4 100.4
> 140'- 160' 105.6 634 193.6 1 116.2 973 58.4 171.3 102.8
> 160'- 107.8 64.7 1976 1 118.6 99.3 15 174.9 fq:Lg BUILD/NG 5421"ATlCtg11111hpLL
>280 -250' 1014. 68.5 209.2 125.5 1092 63.7 785.1 106.9 ���`�A
129.6 108.5 65.I
>250'-300' 1178 70.1 216.0 197.1 114.7 �, ii
P.•��ENSF
i Joo'-Js0' 121.0 72.6 221.9 133.1 177.5 66.9 196.3 1178 4
>350'-400' 123.9 74.3 227.1 136.3 114.7 -68.5 200.9 120.5 _
>400'-450' 126.4 75.8 ?31.8 139.1 116.5 69.9 205.1 1231 ?*:•
>450'-500' 128.81 77.3 1 236.1 1 141.7 118.6 71.2 208.9 125.3
NO
1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WINO SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN,Sr LUCIE&INDIAN RIVER COUN77ES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROI£CT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN
2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE 77ME BUILDING PERMIT. ROLL-UP SHUTTERS SCALE
J.)CONTITACTOR OR PERMIT HOLDER TO HE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BLSED ON THIS GENERIC WINO L04D CHART. RISK 04T If BLOCS 06/1 V15
WIND PRESSURES ARE ULTIMATE AND AS.D.PRESSURES DATE
4.)THIS WIND COAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I L ECO 1 N c. WIND PRESSURE CHART
RLUT 7r=NG&ENGINEERING COMPANY H49C WHO SPEED-170 mph
S)DESIGN WHO LOAD SELECTED BY THE CCNMC70R OR PERMIT HOLDER FROM THIS WHO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUNFNI PREPARED BY AB.B xW.4Ba 5 St.aox wr.BBB GNO06 n A,aB EXPOSURE D.Kd-0.85 15-189
PAan.:TaOa'Ja7l-IAO.fu:(xrobll-TAI DRAWING No
THE CON7IACTOR OR PERMIT HOLDER(B.g.,SPREADSHEET,OPENING SCHEOUL&7AKE OFF SHEET,ETC). - EB-00067/9 .m:"'" ao�1Nx n: BMv.w BOC4llmV am
WALTER A TILLITJr.P.E. m 11-174 1/M _ _
FLORIDA LIc. 44167 4•MryppB B SHEET I OF I