Loading...
HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vhf DESIGN WIND PRESSURE FOR COMPONENTS B' CLADDING (P.SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ak 4r I I D 83�� BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEIVED FEB 17 2017 PERMITTING St.Lucie County,PL PEAK L••LESS THAN 7'-9' L-•GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12-3' ROOF LESS THAN 12'-J' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE CRJ ULnMATE ASD. ULTIMATE A.S.D. ULTIMATE ASD. UL 77MAT£ A.SD. ULTIMATE A.SA. ULnMATE ASO. * C O RESP DESIGN WIND OMUM END IS' 76.4 45.8 102.4 61.4 73.0 47.8 95.5 573 68.5 47.1 86.4 57.8 CORRESPOND TO THE L4AXIMUM ENO ZONE AND INTERIOR ZONE CONGUTIONS > JS'-20' 80.4 48.2 }07.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR AGI.LL ROOF >20'-25' 87.6 50.2 171.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56,6 SLOPES L-STORM PANEL LENGTH F>5O'-6D' JO' 86.2 51.7 115.5 69.J 82,4 49.4 107.7 64.6 77J 46.4 974 58.4 ACCORDION SHUTTER 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 BWAR SHUTTER HEIGHT. 50' 94.3 56.6 126.2 75.7 90.0 54.0 717.7 70.6 84.4 50.6 106.5 63.9 arae* PRODUCTS WHICH BEAR A 977 58.4 /30.7 78.2 92.9 55.7 121.5 1 72.9 872 52.3 109.9 65.9 ML4MI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL WILD/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING ZS.F.) FOR ASCE.7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FE£Tae BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDEN77AL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Plt pf (f'( �Et�Nt PEAK L•-LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE P05177VE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.S.D., ULAWTE A.SD. ULTIMATE A.S.D. > o- 91.5 1677 1 0 84.3 50.6 148.4 89.0 BUILDING SCHEMA11C > 70'-eD' 93.6 56.2) 171.6 103.0 86.2 51.7 157.9 91.1 > 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >9o'- Too' 973 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 7670 978 > izo'- 14O' 1072 61.9 189.2 113.5 95.1 57.1 167.4 100.4 t1o1j4 > 140'- 160' 105.6 63.4 1976 116.2 973 58.4 171.3 102.8 ,�Q` r GENS U�� > 160'- lea' 7078 64.7 1976 118.6 99.3 59.6 774.9 104.9 > 180'-200' 109.8 65.9 201.3 120.8 101.1 1 60.7 178.1 1 106.9 >200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 No.44167 >250'-700' 117B 70.1 216.0 129.6 108.5 65.1 791.1 j,225jj' .* >Jo0'-750' 121.0 72.6 221.9 }33.7 711.5 66.9 196.3 STATE OF >J50'-400' 12J.9 74.J 227.1 136.J 114.1 68.5 200.9 9•'. J >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1>450'-500' 128.8 773 2J6.1 141.7 118.6 71.2 2089 This is Not A Master Drawing, Valid 04 For One Time Permit. NO 1.)TNS CERTIFIED SIGNED AND SEALED WHO LOAD CH4RT,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR ABASIC WHO SPEED OF 170 MPH,AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST.LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INMRM 77ON FOR A SITE SPECIFIC PROVECT. STORM PANELS,ASCE I 2.)THIS WIND LOAD GNRT MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBWN A ONE TIME BUILDING PERMIT. S, WIND PRESSURE CHART AS SHOWN C ACCORDION&B44Ah44 SHUTTERS SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED ON THIS GENERIC WIND LOAD CHART. R/SIC GIT. I1 BLOCS 06/11/15 WIND PRESSURES ARE ULTIMATE AND AS PRESSURES. L E C O �N c. WIND PRESSURE CHART aTE 4.)THIS WIND LOAD CHART SHMI BE CONSIDERED INVALID IF ALTERED BY ANY MEANS BASIC WIND SPEED� 770 mph ALLIT TES17NO&ENGINEERING COMPANY IXPIW ND E Kd 70 15-188 5.)DESIGN WIND LOAD SELECTED HO THE CONTRACTOR OR PERMIT HOLDER EmomDUL THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED 8Y 0.1fe NM. 1( se.]e3 curnrq n.v1ee0. THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCILEOULF,/TAXF OFF SHEET,ETC.). Paan.a Gwer-race.I.-.(am7en-r6Tr �,,x. EDM �� uM DRAWING Ne EB-0006779 WFL�DA Lia/44167 01D r � UrPvxn' SHEET 1 .1711