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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR A$CE77-10 - PEAK ROOF_ HEIGHT LESS rHAN _nD EQUAL To 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY I1 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEIVED KV 03 2016 ,rte�,��•..,, ,. PEAK L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN IT'-J" RL THAN ROOF LESS THAN 12'-J" ' HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE AS.O. ULTIMATE A.S.D. ULTIMATE A.S.O.' ULTIMATE A.S.D. ULTIMATE A80. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF >2D'-25' 836 50.2 111.9 67.1 79.8 479 104.4 62.6. 74.8 44.9 g4,q 56.6 SLOPES > JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 g74 58.4 **L-ACCORDION SNS >JO'-40' 90.7 54.4 121.4 1 72.8 86.6 52.0 113.3 68.0 81.2 �41 �461��4 BLADE LENGTH ORB4NANA SHURER HEIGHT.>4D'-5o' 94.3 56.6 726.2 75.7 90.0 540 1177 706 84.4 pR00UT ER HEIWHIGH BFAR A >5D'-6D' 973 58.4 130.3 782 929 557 1215 72.9 87.2 5.9 M74N1-RADE COUNTY OR A STATE OF FLOR04 APPROVAL 9[RLDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & GLAODING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 cFFrar BASIC WIND SPEED - 170 mph RISK CATEGORY JI BUILDINGS RESIDEN77AL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ?Epof CES 00GHt PEAK I-LESS THAN 12-5' L••GREATER OR EQUAL THAN f2'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE I A.S.D. ULTIMATE I A.S.D. ULT/MATE A.S.O. ULTIMATE A.S.B. >60' o' 91.5 5 9 167.7 1 84.3 50.6 1 148.4 89.0 RUlLD1NG SCHEMA HC > 70'-80' 93.6 r 56.2 171.6 r 103.0 86.2 51.7 151.9 -91.1 >80 -90' 95.6 .4 175.2 1 105.1 88.0 52.8 155.0 t 93.0 >9o'- 100' 97J 58.4 178.4 1074 89.7 53.8 1579 94.7 > too'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 "'folloof"�o > 140'- 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 A• T�`(¢ •= > 160'- 180' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 �jCENF'•:`��i > 180'-200' 109.8 1 65.9 201.3 120.8 101.1 60.7 178.1 106.9 ,�� >200'-250' 114.1 1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 j• No.44167 >250'-3DQ' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1178 °•. STATE OF >J50'-400' 123.9 74.3 227.1 136.3 114.1 .9 120.5 68.5 200 >4aD'-450' 126.4 75.8 231.8 139.f !16.5 69.9 205.f 323.i This is Nof Nlasfer Drawing, �0�••s.`0R10 •��� � >450'-500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 g _ s' Valid Only For One Time Permif. NO I.)THIS CERTIFIED SIGNED AND SEALED W/ND L04D CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH.AND 2014(5th EOINON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWOE INFORMATION FOR A SITE SPECIFIC PROJECT. 2)MIS WIND CQ40 CHART MUST BE SIGNED,SEALED AND DATED BY 7N/S ENGINEER IF USED ID OBTAIN A ONE TIME BUILDING PERM?. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION&BN'NMA SHURERS YSR SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN W/ND PRESSURE!USED ON THIS GENERIC WIND LOAD CHART. RISK GT. 11 BLDGS 06/1!/IS WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 4.)THIS WIND LOAD CHART SHALL.BE CONSIDERED INVAUD 1F ALTERED BY ANY MEANS. �E C O I N c. WINQ PRESSURE CHART DATE TICCIT TESTING&ENGINEER/NO COMPANY 0A51C WIND SPEED m 170 mph 5.)DESIGN WIND LOAD SELECTED By THE CONTRACTOR OR PERMIT NTNGHOLDER FROM THIS WINO LOAD TCHARTETC SHALT.BE lNO/G11ID ON A SEPARATE DOCUNENi'PREPARED BY ALV NW.]]k SL sl..-4 Nxma44.0-1.1 Gn,vl9e EXPOSURE O,Kd 0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHfDUIF/TAKE OFF SHEET,ETC). .. Poem:amwl-I Mo.Fa::(].0 -1]]I DRAWING Na EB-0006719 AKe'tl��^' oMr WALTER A TILLIT Jr.P °IO II'In 17u er - SHEET 1 OF 1 FLOR/0A L'c. 44/67 ].rowan