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HomeMy WebLinkAboutEngineering RLB/O/NG'S PEAK ROOF HEIGHT U! DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&SF.) FOR ASCE 7-/0 - PEAK ROOF HEIGHT LSS THAN OR EQUAL TO 60 FEET qr BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) This is Not A Master Drawing. L••GREATER OR EQUAL THAN 7'-9'AND Valid Only For one Time Permit ROOF PEAK L••LESS THAN 7'-9' LESS THAN 12'-J' L••GREATER OR EQUAL THAN 11'-S' HOCM POSITIVE NEGATIVE POSITIVE NEGATIVEri POSRIVf NEW NYE N ULTIMATE A.S ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.SO. ULTIMATE A.SO. ULTIMATE A.S.D. 1 * IND/WTED DESIGN WIND PRESSURES 01- 15' 76.4 45.8 102.4 67.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15•-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 ZONE AND INTERIOR ZONE CONDITIONS 90.B 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.J 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 sc0PE5 >25'-JO' B6.2 51.7 115.5 69.3 82.4 49.4 ANEL LENGTH, 107.7 64.6 773 46.4 LZ458.4 **L ACCORD-STORM ION SHUTlFR BLADE R KICK OR LTAHAMA >JO'-40' 90.7 54.4 121.4 72.6 86.6 52.0 113.3 68.0 81.2 48.7 61.4 SHARER NGT Hi:>40•-50' 94.3 56.6 126.2 75.7 90.0 54.0 717.7 70.6 84.4 50.6 6J.9 tttPRODUCTS WHICH BEM A >So'-60' 97.3 58.4 130.3 76.2 92.9 55.7 121.5 72.9 87.2 52.J 65,9 NMI COUNLI.OR A STATE OF FLOR/W APPROVAL O BUILDING'S PEAK ROOF HEIGHT v: DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P.S ) FOR ASG 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 BASIC WIND SPEED- 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ?EPpf 100000, P64K L••LESS THAN J2-5" L••GREATER OR EQUAL THAN 11•-3' ROOF HBGM POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE ,�k20. TE �� :S:D ULTIMA - . >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 748.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 fOJ.O 86.2 1.7 151.9 >Bo'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- 10D' 97.3 5B.4 178.4 1074 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.J 167.4 100.4 ,,f > 160•- ISO, f07B 64.7 197.6 116.6 99.3 59.6 174.9 104.9 ++I++ �.,CENSE/T`A'P-? > 180'-200• 109.8 65.9 201.3 120.8 101.1 50.7 178.1 106.9 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 C•• No.44167 .? >25o'-JOo' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 ! 114.7 .* >300'-350' 121.0 72.6 221.9 1J3.1 111.5 66.9 196.3 J 17.8 >350'-400' 123.9 74.3 227.7 1 J6.3 114.1 68.5 200.9 120.5 9 STATE OF-7jF1 F1 16-5 >450'-5oD' 128.8 77.3 236. 141.7 J JB.6 71.7 208.9 125.3 =�'205.1 12J.I >14 126.4 75.8 TJ1.8cFs;S%�RIO� �����+,+'+ .roAL 1.)THIS CERTIFIED SIGNED AND SEALED WIND LWD CHART,PREPARED BY PWS ENGINEER,BASED 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 COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PRONDE INFORIIA17ON FDR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)PWS WINO LOAD CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER IF USED TO ORRIN A ONE TIME BUILDING PERMIT. STORM PANELS.ACCORDION&BOOM SHUTTERS••• SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE BASED ON INS GENERIC WIND LOAD CHART. RISK 04T. 11 BLDGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND A.SD,PRESSURES DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY AM WINQ PRESSURE CHART MEANS. ' O N C B4S/C WIND SPEED� 170 mph HLUT TLSRND 1 ENGINEERING COMPANY EXPOSURE a Kd a 065 15-188 S.)DESIGN WIND L010 SELECTED By THE CONIKICIDR OF PERMIT HOLDER FROM THIS WINO LOAD CNARf SHALL BE INOlG1ID ON A SEPARATE OOCUNEM PREPARED BY x.U.1 xe a •"•aama rw THE CONTRACTOR OR PERMIT HOLDER(mg..SPREADSHEET OPENING SCHEOULE/TAKE OFF SHEET•ETC.). Iflrn.:(�n-1'uo'fo.`ryW en-1aT1 r•, w.x. W-vm a. m.x, � p®vrux yrt DRAWING No EB-0006719 WALTER A.TILI1T Jr.P.E. r as U-MAg Irl-iv-11-11i F FLOR/0A LIc 44187 ♦WY A SHEET 1 Of T