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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S F,j FOR ASCE 7-16 - PEAK ROOF HE!GHr LESS MAN OR EQUAL To 60 ccEr � BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I"LESS THAN 7'-9' L•-GREATER OR EQUAL THAN 7'-9"AND L••GREATER OR EQUAL THAN 12-3' ROOF LESS THAN 12'-5' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. UL TINATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT194FE A.S.D. D'- ls' 76.4 45.8 102.4 67.4 73.0 43.8 95.5 573 68.5 INDICATED DESIGN WIND PRESSURES 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END AND > 15'-20' 60.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 ANDCFOR ALLTERIOR ROOF ZONE CONDITIONS >20'-25' 8J.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. J50�60' •-Jo' 86.2, 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.J 46.4 97q 58.4 **L STORM PANEL LENGTH, ACCORON SHUTTER '-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 67.4 RUDE LENGTH OR BANANA SHUTTER HEIGHT. '-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A 97.J 58.4 1J0.3 78.2 92.9 55.7 f21.5 72.9 872 52.3 109.9 65.9 MIAMI-DAOE 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 ROOF HEIGHT GR ATER THAN 60 EEErgt BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) REVIEWED FO PRoy- cFt� CODE COMPLI CE �E� ST. LUCIE CO N PEAK L••LESS THAN 12-5" L-GREATER OR EQUAL THAN 12'-3' �OCC ROOF HEIGHT POSITIVE NEGATIVE POSHIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-9O' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 >90'- lo0' 97J 58.4 176.4 IOTA 89.7 5J.8 157.9 94.7 > 100'- 120' 100.5 60.1 184.2 110.5 92.5 55.5 16J.0 978 V lJ L . 1 . File�opY .?�.•' CA1NiS�l(Fz > 140'- 160' 105.6 63.4 193.6 116.2 97J 58.4 171.3 028 ` 197.s118.E9s.3> 0 084.7 59.6 174.9 104.9 E B D mi.1 so.7 na1 fos9> rs -zoD sa �•�•'.�✓'PA�� '• No.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 =*7 * *. >250'-JOD' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 - >J0o'-Js0' 121.0 72.6 221.9' 113.1 111.5 66.9 196.J 1178 s-o'• STATE OF ;cc >350'-400' 123.9 74. 271 136J 114.1 68.5 200.9 120.5 1� n -500- 236. 141.7 118.6 �ll/eiTa1 llikk>450' 7 � No 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A B451C WIND SPEED OF 170 MPH,AND 2020(71h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN, Sr. LUCIE&INDUW RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)'TH/S WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT, 02020 TRTEC4 INC ASCE 7-16/ WIND PRESSURE CHART M.P STORM PANELS,ACCORDION&BWAfA SHUTTERS DRAWN BY L J.)CONTRACTOR OR PERMIT HOLDER B RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.H BLDGS WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. � /73/7020 OBDAYE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY NUNS. WIND PRESSURE CHART ITLLN TEBT/NOW.[HOINE£RINO COYMNY BASIC WINO SPEED- I70 m h J.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY won:°•(JwJai SW. .MvG.N( Tr-LTItM�16F EXPOSURE D,Kd O.dS P ZD�I�7 THE CONTRACTOR OR PERMIT HOLDER(.p.,SPREADSHEET,OPENING SNEDULE/TAKE'OFF SHEET,ETC.). '4-0006719 DRAWING 7 WALTER A. TILL?Jr.P.E. °IO arv.w 0�'"P0�"' ^ors ft FLORIDA Lie./44167 010"S' SHEET 1 OF 1