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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING MS. O - PEAK ROOF HEIGHT LESS TNAN OR £Q//e/ TO 60 cFFr BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) MAY 17 2016 Pi=_RMFTENc PEAK Lam•LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9"AND L.•GRUTER OR EQUAL THAN 12'-5' St.Lucie County,FL ROOF LESS THAN l2'-5' HEIGHT POSITIVE NEGATIVE POSITIVE NEGA TWE pD51!lVE NEGATIVE ' (h) ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES O'- 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 CORRESPOND TO 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 1 50.2 111.9 1 67.1 79.8 47.9 104.4 62.6 74.8 44.9 SLOPES 94.4 56.6 >25'-JO' 86.2 51.7 115.5 69.3 M 64.6 77.3 46.4 974 58.4 * L A�RoaONNEISHUTTER BLADE LENGTH OR EWINWA >JO'-40' 90.7 54.4 121.4 72.8 68.0 81.2 48.7 102.4 61.4 SHUTTER HEIGHT. 94.3 56.6 126.2 75.7 70.6 84.4 50.6 106.5 63.9 dtAk�lr PRODUCTS WHICH BEAR A 97.3 58.4 130.J 78.2 72.9 87.2 52.J 109.9 65.9 MWWI-D40E COUNTY OR A STATE OF ROR/Qi APPROVAL BUILD/NGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& C ADDING (P.S.F.) FOR ASCE 7-/O - PEAK ROOF HEIGHT GREATER THAN 60 FEET AX BASIC WINO SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) eoof 41GVk PEAK L• LESS THAN 12-3' L"GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NECATIVf (h) ULTIMATE ASD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE 'A.S.D. >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 69.0 BU/LD/NG SCHEMATIC i 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 $1.1 >80'-9O' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- 100' 97.3 58.4 178.4 1074 89.7 53.8 7579 X94.7 > 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 95.1 571 167.4 '100.4 �11j11 / 0 A. it 56.4 171.3 102.8> 160' IBD' 1078 64.7 1976- F93.67T - 18.6 99.3 59.6 174.9 104.9 ,��1,1�P���{ CENgF > - 00' 109.8 65.9 201.3 12.8 101.1 60.7 178.1 1 106.9 `�� ti >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 1• No.44167 >250'-J00' 117.8 70.1 216.0 129.6 108.5 65.1 791.1 114.7 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 �'. STATE OF 1 0.9 120.5 >450' 128.8 773 236.7 14.7 118.6 71..2 2008.9 125.3 = is "••"'• �O >400 -450' 12x.4 75.6 2J 1.9 139.1 116.6 69.s 205.1 12J.1 .�`''•F�ORIDP••''���t��3/�(�//v This is Not A Master Drawing. $I-*IV* �� Valid Only For One Time Permit. lip 1.)]HIS CERTIFIED SIGNED AND SEALED WIND COAD CHART,PREPARED BY TMS ENG/NEER,84SO ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5fh EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PRONOE INFORMATION FOR A SITE SP£CIRC PRO/ECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)DINS WIND LOAD CHART MUST BE S/CNED,SEALED AND DATEO BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION&Ei4F1AM4 SHUTTERS•r1` SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RS/(CAT. I7 SLOGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. l.)THIS W/ND COAG CHART SHALL BE CONSIDERED INVALID/F ALJERfO BY ANY MEANS C O .N c. W/NQ PRESSURE CHART GATE TILUT TESTING R ENGINEERING COMPANY 84SIC WIND SPEED- 170 mph 1$- 88 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM 1N/S WIND LOW CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT'PREPARED BY L.W N.W.111A SL slu.we,"UT Gwmrs,rt 1T1ea EXPOSURE D.Kd a 0.85 THE CONTRACTOR OR PERMIT HOLDER(O.g.,SPREADSHEET,OPENING SCHEOULEITAKE OFF SHEET,ETC). Pnm.:rym)eTI-I.uO.c:(JeDBTI-15TI �,M �� wR �•w DRAWING No EB-0006719 WALTER A TILLIT Jr.P.E. 010 11-•n ��� - SNEfT 1 OF 1 FLOMO4 Lie. 44167 1.nwrrzs s