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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (M.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS ' RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L"GREATER OR EQUAL THAN 7'-9-AND L••LESS THAN 7'-9' LESS THAN 12'-J' L"GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE. I NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULIIMATC A.S.O. mumATE A.S.O. * INDICATED DESIGN WIND PRESSURES 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 'CORRESPOND TO THE MAXIMUM END AND IN > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND ZONE FOR LL A R0/0F ZONE CONDITIONS >20'-25' 8J.6 50.2 111.9 67.1 79.6 47.9 104:4 62.6 74.8 44.9 94.4 56.6 SLOPES. 86.2 51.7 115.5 69.3 82.4 `49.4 / 1OZ7 :64 6 77.3 46.4 97.4 58.4 **L ACCOR.STORMDIONESHUTT RN >JO'-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 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 }06.5 63.9 *** pR000CT5 WHICH BUR A >5a'-s0' 97.3 58.4 IJO.J 78.2 92.9 55,7 121.5 72.9 87.2 52.J )09.9 65.9 MIAMI-DADE COUNTY OR A . STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F,) FOR ASCE 7-16 - PEAK R00F HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PY0of �E�D�S PEAK L••LESS THAN 12-5" L••GREATER OR EQUAL THAN 12'-J' ' ROOF HEIGHT POSITIVE NEGATIVE POSMYE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC >,70'-80' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 91.1 - >Bo'-9o, 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 - >9D'- too' 97.3 58.4 -176.4 f07.4 '89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.J 184.2 110.5 92.5 55.5 163.0 978 > NO'- 160' 105.6 6J.4 193.6 116.2 973 58.4 171.3 102.8 `ON��\,��(t A�..1<<�T�'', > too'- IBO' f07.8 64.7 /97.6 118.6 99.3 59.6 174.9 104.9 ?••��GENSF ''•� �; > iffir-200' 109.8 65.9 201.J 120.8 101.1 '60.7 176.1 106.9 - N0.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 I l l.1 >250'-JOO' 1178 70.1 216.0 129.6 108.5 65:1 191.1 114.7 Z.p STATE OF >J00'-.350, 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 •ALL, >J50'-400' 123.9 740 227.1 136.J 114.1 6B.5 200.9 120.5 �� >400'-450' 126.4 75.8 2J7.8 IJ9.1 116.5 69.9 205.1 -123.1 --- -- - >450'-5o0' 128.8 77.3 2J6.1 141.7 118.6 71.2 208.9 125.3 NOTES: / 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 2020(711;£DMON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH•MARTIN,ST.LUCIE&INDIW RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)'THIS WINO LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02020 TILTECO,[NC ASCE 7-16/ WIND PRESSURE CHART M.P _ 'STORM PANELS,ACCORDION&BANANA SHUTTERS- DRAWN or J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. B BLDGS 06 1J WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES �5070 IL EGGING. DATE 4.)THIS WIND LOAD CHART SMALL BE CONSIDERED INVALID IF ALTERED or ANY MEANS. WIND PRESSURE CHART TILLM IE3TITf0 t ENGINEERING COMPANY BASIC WIND SPEED-170 m h n..+KW.Java Sf.Mr.w;HN�'lYN GwpLV£2 Sllaa P J.)Df51CN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY vaw,.r(.wfen-Taw.r r(,twpTl-nlr EXPOSURE D,Kd=0.89 ZQ-��7 THE CONTRACTOR OR PERMIT HOLDER(.8.,SPREADSHEET,OPENING SCHfDULE/IAKE OFF SHEET ETC.). C4-0006719 DRAWING Na WALTER A.TILL;JC P.E. .x• �a�'^a^' Mrt An M oRGf•atw FLORIDA Lle.g 44I67 1r ac rT-rti a SHEET 1 OF 1