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HomeMy WebLinkAboutWIND PRESSURE CHART BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS CLADDING (P S F) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FFcr BASIC WIND SPEED 170 mph RISK CATEGORYll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ,L"GREATER OR EQUAL THAN 7'-9"AND C��LESS THAN 7'-9' LESS THAN 12'-J' L��GREATER OR EOWL THAN 12'-3" ROOF HEIGHT POSITIVE NECATIVC POSITIVE NEGATIVE POSITIVE NEGATIVE ' (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. * RATED DESIGN WIND PRESSURES D'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 CORRESPOND 57.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 1 54.5 AND FOR ALL aooF >20'-25' 6J.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. - >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 • 77.3 46.4 97.4 58.4 **1 A�RDIUNESHLENGTH, R .. >JO'-40'_' "-90.7 54.4 -121.4 72.8- - 86.6 52.0 1133 68.0 81.2 41.7 BLADE LENGTH OR BAHAMA 102.4 61.4 SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1 i7.7 70.6 84.4 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A >50'-60' 97.J 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 M/AMl-DAD£COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P S FF) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 F FT* BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDEN7IAL,.APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL WHOLESALE) Roof l�.l AEI 61 PEAK L• LESS THAN 12-5" 1-GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSNNE NEGATIVE POSITIVE NlGA7IVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.SO. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 10a6 84.J 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'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 1 93.0 >9o,- 100' 973 58.4 178.4 IO74 89.7 53.8 157.9 94.7- > 100'- 120' 100.5 6. 184.2 110.5 92.5 55.5 163.0 97.8 > 120'- 140' IOJ.2 61.9 189.2 1 11J.5 95.7 57.1 1674 100.4 ��Nllllllllllllllllb, >140'- is0' 105.E 63.4 193.6 1}6.2 97.3 58.4 171.3 to2.a ``��a..�EF�A: .... >.160'_-_180' 107.8 64.7 1976 11s.6 99.3 1 ss.s nas 104s :rya?'�\GENSF' �P > 180'-200' 109.8 65.9 201.J 120.6 101.1 1 60.7 178.1 106,9- 44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 =•*: * ,* -- -- --- -- >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 five - JOO'-J50' 121.0 72.6 221.9 113.1 111.5 66.9 196.3 117.8 .• STATE OF >-150'-400' 12J.9 74.J 227.1 IJ6.J 114.1 68.5 200.9 120.5 >450_500__728.8-. 77.3- 2J6.� 14�.7 11B.6. 71.2 208.9 125.3 I.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WINO SPEED OF 170 MPH,AND 2020(Rh EDITION)FLORI04 BUILDING CODE-BROWARD, PALM BEACH, MARTIN, Sr.LUCIE&INDIAN RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02620 nueco,INC ASCE 7-16 C WIND PRESSURE CHART M.v 2)-THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT. 'STORM PANELS ACCORDION&BAFWMA SHUTTERS DRAWN BY 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.ll @LOOS 06 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES 12312020 IL ECO�N�. DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART TILL?TESTING It ENGINEERING COMPANY BASIC WIND SPEED=170 m eue Nw.,Tau.s.st..sox wativu ccaaaappENs A 16a Ph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY txon.:(m1)en-1ea0.Fn,:(.mgeT1-19JI EXPOSURE D,Kd=0.85 20-117 THE CONTRACTOR OR PERMIT HOLDER(e.8.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET•ETC.). C4-0006718 DRAWING No WALTER A UT r.P.E. w A'' °�' an m•.w o� "' FLORIDA Lic.T/L/44167'J 11-'�� ��' ° SHEET 1 OF I