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HomeMy WebLinkAboutEngineering BUKDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSOR£FOR COMPONENTS & CLADDING (P.S.F) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL m sn FEET � BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS RECEIVED �® RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) I,R9 a 1 li , ti k1AI "DEC 0 9 2016 L N PER..MITTING St.Lucie County,FL RFAK L••LESS THAN 7'-B" L••GREATER OR TOTING THAN 7'-B"AND L••DR plER OR EQUAL THAN 12'-1" ROOF LESS THAN lZ'-J" HEIGHT POSITIVE NEGATLVE POSITIVE NEGATIVE POSIUVE NEGATIVE (N ULTIMAIE A.S.O. ULTIMATE ASD. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. * CORRESPOND DES/ON WINO PRESSURES o'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.7 86.4 51.8 ZONE I RT THE MAXIMUM END ZONE ANO ALL BOOR ZONE CONOfTIONS > 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 FOR ALL ROOF BJ. 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 SLOPES. 94.4 56.6 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58.4 *L=ACCORDION sHU� 90.7 54.4 121.4 72.B 86.6 52.0 j 13.3 68.0 81.2 48.7 102,4 61,4 BLADE LENGTH OR BANAA/A SNIFFER HEIGHT. 94.3 56.6 126.2 75.7 90.0 54.0 17.7 70.6 84.4 50.6 106.5 63.9 *stat PRODUCTS WN/CH BEAR A 97.3 58.4 130.3 78.2 92.9 55.7 21.5 72.9 87.2 52.3 109.9 65.9 MIAMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL HU/GM'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS& CLADDING (P.S F,)FOR ASCE 7-10 - PEAK ROOF HEIGHT GMTER THAN 60 FEET at BASIC WIND SPEED - 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) vsoof (� 0GO PEAK L••LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT P05?LVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77NA7£ A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 1 148.4 89.0 - AMONG SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-Bo' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >9o'- Foo' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 140' 10J.2 61.9 189.2 113.5 95.1 57.1 1674 100.4 60' 105.6 63.4 193.6 97.3 58.4 171.3 102.8 1,�11�P1 ,"f CEN �,,✓+ > 160'- 180 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9120.8 101.1 60.7 178.1 106.9 ,\No.44167.,•.�Z >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 •; � >25o'-JOo' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-J50' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 'b' STATE OF H>4 400'-450' 126.4 75.8 231.8 139,1 116.5 69.9 205.1 12;J-.-I••F�oR�O@.••'�� ,3/y//(� >450'-500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 This is Nof A Masfer Drawing, ���� Valid Only For One Time Permifr 1.)THIS CERTIRED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY INS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK C47EGORY BUILDING&EXPOSUR$IS COMPLETELY GENERIC AND DOES NOT PROWD£INFORMA770M FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERM?. STORM PANELS ACCORDION&BAHAMA SHUTTERS 4iR SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WINO LOAD CHART. RISK CAT.U BLDG$ 06 WIND PRESSURES ARE ULTIMATE AND A.S.O.PRESSURES /1 V15 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MFMIS. I L EC O q c. WINO PRESSURE CHART DATE TILUT TESTING&ENGINEERING COMPANY LLLSIC WIND SPEED a 170 mph 15-188 5.)OESTGN WIND LOAD SELEC>£D BY THE CONTPoICTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALT.BE IND/CATEO ON A SEPARATE COCUMEN PREPARED BY e]S]KM.]91M1 R sI.]ai nArAw cv+aKc n,viae EXPoSURE D,Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREIDSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). PNn.:(]a!)9 EB-00. an x. �� DRAWING No EB-0006719 p1R WALTER A TIL CIT Jr.P.£. _ FLORIDA Lie.IF 44167 ] rouylio' SHEET I OF I