HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET*
BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
This is Not A Master Drawing.
PLAT! B x L c 20 SO.FT(••) 20 SOFT S B x L c 50 SOFT(••) B x L 2 50 SO.FT(••) Valid Only For Ono Timo Hermit,
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.5.0. ULOMATE A.S.D. ULTIMATE A.S.D. _ * INDIG7TEO DESIGN WINDS PRESSURES
CORRESPOND TO THE MAXIMUM END
0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 ZONE AND INTERIOR ZONE
CONDITIONS AND FOR ALL ROOF
> 15'-20' 80.4 48.2 107.6 64.5 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 SLOPES. _
>20'-25' 87.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 **L-PANEL HEIGHT(FI)
>25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 B-PANEL MOTH(FT)
>JO•-40' 907 54.4 121.4 72.8 86.6 52.0 113:3 68.0 87.2 48.7 702.4 61.4 ***PRODUCTS WHICH BEAR A
>40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 NLAMI-OAGE COUNTY OR
A STATE OF FLORIDA APPROVAL
>5o'-Bo' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 709.9 65.9
BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (M.FS) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER"THAN 60 FEET�r
BASIC WIND SPEED - 170 mph CATEGORY H BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
{w,f' I (,,L'�•_�,'a, PEAK B x L c 50 SOFT(••) B x L>SO SO.FT(•) NEtGNj
t:v Cr_s k "• (n:, ROOF
HEIGHT POSITIVE 11136.1
EGATIVE POSITIVE NEWTIVE
APR 7 C�?016 (h) ULAMATE A.SD. TE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D.
rr U L l7 >60'- 70' 91.5 54.9 1lOt7.6 84.3 50.6 148.4 89.0
PERMITTING > 70'-80' 93.6 56.2 1103.0 86.2 51.7 151.9 91.1
St.Lucie County,I'L >BO•--go, 95.6 57.4 1105.1 88.0 52.8 155.0 93.0 BUILDING SCHEMATIC
>90'- ?Do' 97.3 58.4 1107.4 89.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 1110.5 92.5 55.5 163.0 97.8
> 120'- 140' IOJ.2 61.9 1113.5 95.1 57.1 167.4 . 100.4
> 740'- 760' 705.6 63. 11 97.3 58.9 171.3 102.E
> 160'- 180 107.8 64.7 1118.6 99.3 59.6 174.9 104.9
>2000'-250' 7014. 68.5 2125.5 105.2 63.1 185.1 706.9 ..� R TI���r,,,��
>250•-300• 117.8 70.1 2129.6 108.5 65.1 191.f j 114.7 �P' �,�CENs�•;✓�'�
>JOO'-J50' 121.0 72.6 2iJJ.1 111.5 66.9 196.3 1778 '
>Js0'-4ao' IN 74.J 2136.3 114.1. 66.5 200.9 120.5 Mn>400'-450' 126.4 75.8 2139.1 116.5 69.9 205.1 123.7>450'-500' 128.8 77.3 2141.7 118.6 1 71.2 1 208.9 1 125.3 L =
NO sS/0 �LENG�
I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,LYSED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDINON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARRN,ST.LUCIE&IND14N RIVER COUN77ES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/WIND PRESSURE CHART AS SHOWN
2.)THIS W ND LOAD CHART MUST BE SIGNED.SEALED AND DATED BY THIS ENGINEER IF USED TO OBFAIN A ONE RUE BUILDING PERMIT COLOMAL SHUTTERS++• SCALE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 SLOGS 06/11/15
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES DATE
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY MEANS I L E C O N c. WIND PRESSURE CHART
TILEFT TESTING&ENGINEERING COMPANY BASIC WIND SPEED a 170 mph
5.)DESIGN WIND LOAD SELECTED BY THE CON7R4CTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART 5K4LL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY s>.v AGM.J6N st St.J%NAcu.'N O.Ur6e EXPOSURE D.Kd-0.65 15-190
Peron•:par)Bn-ISIO.Fm:(J0.9 BTI-ISJI DRAWING No
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPRFAOSHEET,OPENING SCHEOULE/FAKE OFF SHEET,ETC.). m.W orXwra• uR
EB-0006779
WAL7777 A BLOT Jr.P.E. wD rr-n� I/rf - SHEET I O! 1
FLORIDA Ue.lI 44167 T.Aoiarne: Vro/u