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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR OMPON NTS A• CLADDING (e,SF.) FOR-ASCE 7 16 PEAK ROOF HEIGHT IE S THAN OR-EQUACTO 60FEET_*_____ 8451C WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L" LESS THAN 7'-9' L­GREATER OR EQUAL THAN 7'-9'AND" I-GREATER OR EQUAL THAN 12'-3" ROOF LESS THAN 12'-J' HEIGHT pOSmVE NEGATIVE POSITIVE NEGATIVE POSNWE NEGATIVE (h) ULTlYATf A.S.O. ULRYATE A.S.O. ULRMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0'- 15' 76.4 45.8 102.4 INDICATED DESIGN WHO PRESSURES 61.4 73.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > l5'-2D' 80.4 48.2 f07.6 64.6 76.8 .46.1 100.4' 60.2 72.0 43.2 90.6 54.5 AND FOR ALL ROOF >20'-z5' 8J.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 '44.9 SLOPES. 94.4 56.6 >25=Jo' 86.2 51.7 115.5 '69.3 82.4 49.4 107.7 1 64.6- 77.3 46.4 g74 5B.4 **L STORMOIONESNUTT£RH >JO'-40' 90.7 54.4 127.4 728 86.6 52.0 113.3 68.0 81.2 48.7 102.4 '51.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 '50.6 pRDauT SHUTTER WHICH,BEAR A >50'-50' 97J 58.4 730.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 N/ANl-0.1DE COUNTY OR A SLATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPOWENES & CLADDING (P.S.F.) FOR ASCE 7 16 PEAK ROOF H/Cur rptersa rueN 60 EEEr* BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS _ RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L-LESS THAN 12-5' L-GREATER OR EQUAL THAN 72'-J' ROOF HEIGHT POSR/VE NECATIVE POSITIVE NECARVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMAIE A.S.O. ULTIMATE A.S.O. >60'- 70' 91.5 54.9 167.7 100.6 64.J 50.6 .148.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9" 91.1 >80'-90' 95.6 57.4 175.2 105.1 88.0• 52.8 155.0 93.0 >90'- 100' 97.3 58.4 178.4 107.4, 89.7 5J.8 1579 94.7 > 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 > 140'- 1600' 105.E 63.4 19J.6 116.2 > 160'- ISO, f078 64.7 197.6 118.6 99.J 59.6 - 174.9 104.9 RECEIVED ``��Q;,.��GENSe•.••p �, > 180'-200' 109.8 65.9 201.J 120.8 101.1 60.7 178.1 106.9 MAY 0 4 7011 = ' >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 / : No.44167 >250'-300' 117.8 70.1 216.0 129.6 108.5 •65:1 191.1 114.7 rvInitt'v:g D2Partmerlt �(V" qJ >J00'-J50' 121.0 72.6 221.9 13J.1 111.5 66.9 196.J l]7g SC.Lucie Cceo4' cal A•, STATE of •. ��,,; >350'-400' 12J.9 74.3 227.7 ]J6.3 114.1 68.5 200.9 720.5 >4oO'-450' 126.4 75.8 231.8 1J9.1 116.5 69.9 205.1 123.1 //��/)/Jsy���Fv�piTy� •\�� _. >.0.-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 ) i NO I-)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2010(7fh EDI710N)FLORIDA BUILDING CODE-BROWiWO,PALM BEACH, MARTIN ST.LUCIE'&1NDO1N RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND GATED BY THIS ENGINEER!F USED TO OBTAIN A ONE TIME HULLOING PERMIT. 02020 RLTECO,180 ASCE 7-16/ WIND PRESSURE CHART MP .STORM PANELS ACCORDION&BAIIAMA SHUTTERS sir DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES RISK CAT,If BLDGS 0812312020 4,)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ' E C O I N C, DATE T/LL/T TEST/N0&ENO/NEERINO CON�ANY WIND PRESSURE CHART Nw.Jets n n.Tax w�uw GtP4Dlq R..vree BASIC W/HD SPEED= 170 mph 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 PAon.:(iilJe71-w.% tm:(J0.1D tilt EXPOSURE D,Kd='D0. 2O-.l I7 THE CONTRACTOR OR PERMIT HOLDER(p„SPREADSHEET,OPENING SCNEOULE/TAKE OFF SHEET,ETC.). CA-0006718 RE An.. mavliov wrt m.w wTcvmy DRAWING No WALTER A Jr.FLORIOR/DA U..e.j 1416767 - m rT-rel SHEET 1 OF I