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HomeMy WebLinkAboutEngineering HaeDM'c PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COWONENTS ACLADDING (PSE,) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �t BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ' RECEI ED DEC 2 3 I'll ST.Lucl I County,Permltting PEAKL••GREATER OR EQUAL THAN 7'-9"AND •' L••Lf55 THAN 7'-9" LESS THAN 12'-3' LGREATER OR EQUAL THAN 12'-7" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POS/nVF NEGATIVE (hJ ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 15' 76.4 45.8 102.4 61.4 - 73.0 43.8 95.5 57.3 68.541.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM ENO ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 1 76.8 46.1 100.4 60.2 72.0 43.2 -90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.5 44.9 g4,4 56.6 SLOPES. **L-STORM PANEL LENGTH, >25=30' 86.2 51.7 115.5' 69.3 82.4 49.4 IO7.7 64.6 77.3 46.4 g7,4 58.4 ACCORDION SHUTTER BUD£LENGTH OR BAHAMA >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SHUTTER HEIGHT. >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' *** pR000CT5 WN/CH BFAH A >50'-6W 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 63.9 MCMI-OADE COUNTY OR A STATE OF FLORIDA APPROVAL BUN DING 5 PEAK ROOF HEIGHT Mer DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (F S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) QEPof X0.1 �E�GO' PLAK L••LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSITIVE NEOATNf POSITIVE NEWTIVE (h) ULTIMATE A.S. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. 91.5 = 167.7 _ 100.6_ 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC >70'-Bo' 93.6 -56.-2 171.6 '10J.0 86.2 51.7 151.9 91.1 >80'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 >so'- too' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 /] ` > too'- 12o' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 6q 1/1 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 571 167.4 100.4 \0% E® .58.4 1710 102.8 �O� > 160'- ISO' f07.B 64.7 197.6 118.6 99.3 59.6 174.9 104.9 11'�.�•�n n•"T'`��T✓-\ REVIEW CE �� CO®E O/+OWipLIp►nNC > IBO'-200' 109.5 659 201.3 120.8 101.1 60.7 178.1 106.9 ��� v ��'•. S.T.L�CIE ®��tl e L >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 N�./14167 /� '/� >250'-300' 117.8 70.1. 116.0 129.6 108.5 65.1 191.1 114.7 .*_ •B O Y.IA >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1 f7.B o .p STATE OF ? >350'-400' 123.10 9 74.3 227.1 136.3 114.1 68.5 200.9 1. 120.5 .,. �'b� �" >450'-500' 128.8 773 236.1 141.7 118.6 7116.5 1.2 '208.9, 1259 205 V 3.3 +o�SS�ONA �i��,� r/ 12 NolE$ 1)THIS CERnFIED SIGNED AND SEALED W/ND LOAD CHART,PREPARED BY PITS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170MPU,AND 2017(6th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMADON FOR A SITE SPEC/FIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART L.O 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND GATED BY THIS'ENGINEER 1F USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION'&B4HM•14 SHUTInlS 'Irk DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE fOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. Il BLOGS 08/09/17 WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES C DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1 L E C 11 N,. WIND PRESSURE CHART TICCIT TESTING At ENGINEERING COMPANY BASIC WHO SPEED 170 mph 17-194 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY dim NW.JAm.st 5h.]0.t mom fJRDOI£TL JJ,46 EXPOSURE D,Kd a 0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFT SHEET,ETD), Mon.:(Jo!)eT,-,JJO.To,:ry¢r)eTr-IJJI enevmaA art c,�n:mox DRAWING No EB-0006719 WALTER A DLUT Jr.P.E. 01O 10-1°H U ••� SHEET 1 Of I FLORIDA Uc.f 44167