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HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING P.S.F.) FOR ASCE 7-f0 - PEAT ROOF HE/GHr LESS THAN OR _EQUAL TO 60 cccr BASIC WIND SPEED- 170 mph RISK CATEGORY/I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RE7IL, WHOLESALE) RECEII' D ;aAR 0 3 7.017 PEAK L••GREATER OR EQUAL THAN 7'-9'AND L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN ROOF LESS THAN 12'-!' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE P051TIVE NEGATIVE -y LLev`SIU (h) ULTIMATE A.S.D. ULTIMATE A.SO. ULIIYATL A.S.D. U LTIMATEA.S.D. ULTIMATE A.S.D. ULTfYA1E- A.S.D. y. ge_ * CORRESPOND D ON E PRESSURES ' 0'- IS' 76.4 45.8 102.4 67.4 7J.0 4JB 73 - 68.5 41.1 86.4 51.8 ��"'"� CORRESPOND TO ME MattuuM END > 15'-20' 80.4 48.2 f076 64.6 76.8 46.1 0.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 '79.8 47.9 .6 74.8 44.9 94.4 56.6 SLOPES. >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 .6 77J 46.4 97,4 58.4 **L-STOACCRM PANEL rLu�R >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 .0 81.2 48.7 102.4 61.4 BLADE LENGTH OR B49W SHUTTER HEIGHT, >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 .6 84.4 50.6 106.5 63.9 ,yt** PRODUCTS WHICH BEAR A >50'-60' 97.3 58.4 1JO.J 78.2 92.9 55.7 .9 870 52.3 709.9 65.9 M41MI-BADE COUNTY OR A STATE OF ROR/M APPROVAL BUILDING'S PEAK RODE HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (81A) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 0 cccr ar BASIC WIND SPEED - 1.70 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P1,011 `f PEAK I-LESS THAN 12-J" L•-GREATER OR EQUAL THAN 12'-5' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE' NEGATIVE (h) ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. >60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 1 148.4 0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 1030 86.2 -51.7 151.9 89.91.1 >80'-90' 95.6 574 175.2 105.1 88.0 52.8 155.0 9J.0 , >90'- 100' 97.J 58.4 178.4 f07.4 89.7 53.8 157.9 94.7 > 1o0'- 12o' 100.5 60.J 184.2 110.5 92.5 55.5 '16J0 978 LLLLLLL������'' 1OJ.2 6 189.2 1 95.1 57.1 167.4 100.4 III,I(L Fl A T/ > 140'- I sO' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 `1,1111� J,G ENSF > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `�� S >.200' 250' 114.1 66.5 209.2 125.5 105.2 63.1 185.1 111.1 7• No.44167 >250'-300' 1778 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >J00'-J50' 127.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 �_ •: STATE OF >400'-450 126.4 75.8 231.E 139.1 11s.s ss.9 205.1 123.1 =��.<�;••:�[ORIOP•����'1�����3/�(�/lG• >450.-500'1 128.E 1 77J 1 236.1 141.7 f}8.6 71.2 208.9 125.J This is.Nof A Masfer Drawing. _ Valid Only For One Time Permit No 1.)THIS CERRREO SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDMON)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN,Sr.LUCIE&INDIAN RNER COUNTIES. APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORYARON FOR A SITE SPECIFIC PROJECT. 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND.D4TE0 BY THIS ENGINEER/F USED TO OBTAIN A ONE TIME BUILDING PERMIT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION&BOOM SHUl7ms SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR ME SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHAR7. RISK CAT/r BLOGS WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES. 06/I1/IS I.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID 1F ALTERED BY ANY MEANS. L E C O I N d. WIND PRESSURE CHART DATE TlLlli IEST/HO!ENGINEERING COMPANY BASIC WIND SPEED- 170 mph 5.)DESIGN WIND LOAD SELECTED BY ME CON77L1CTDR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL SEPARATE INDICATED ON A SEPATE DOCUMENT PREPARED 9Y 61l1 N W.JIN° Si..w,MRGWM cwows,n Llfta EXPOSURE D,Kd a 0.85 1$-188 ME CONTRACTOR OR PERMIT HOLDER(e.9.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). PA-•.:(3 8"-IJTG.F:GraIMTr-1S11 DRAWING No EB-0006719 n'•• urt Am^'• WADER A TILLIT fLOR/DI L'e. 44167 1•L�pTp7 SHEET 1 01 1