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HomeMy WebLinkAboutEngineering _BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (& F.) FOR ASCE 7-W - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED= 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED FEB 17 2017 PERWIITTING PFS I-LESS THAN 7'-9" 1-GREATER OR EQUAL THAN 7'-9"AND L•'GREATER OR EQUAL THAN f2'-3" St.Lucie County,FL ROOF LESS THAN f2'-3" HEIGHT POSITIVE NEGARVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/MATE A.S.D. * INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4, 45.8 102.4 61.4 7J.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 75'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 171.9 677 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. **L-STORM PANEL LENGTH, >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 ACCORDION SHUTTER >30'-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 LAMM SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 alt** PRODUCTS WHICH BEAR A >50'-60' 973 58.4 130.3 78.z 92.9 55.7 721.5 72.9 872 52.3 109,9 65.9 MNNI-04DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILO/NG S PEAK ROOF HEIGHT vI7 DESIGN W/ND PRESSURE FOR COMPONENTS & CLADDING (P S m FOR ASCE 7-to - PEAK ROOF HEIGHT GREATER THAN 6D FEET ar BASIC WIND SPEED - 770 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PE pf `0..) PFS L^LESS THAN 12-3" I-GREATER OR EQUAL THAN 12'-3" ' ROOF HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATNE (h) ULTIMATE A.S.D. ULTIMATE A.S.D., ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 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'-9D' 95.6 57.4 175.2 105.1 88.0 A55.5 *174.9 93.0 ' >9' 97.3 178.4 107 4 89.7 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 978> 14o'- 160' 105.6 63.4 193.6 116.2 973 102.8 1 ,...> 760'- 18D' 107.8 64.7 197.6 118.6 99.J 704.9 014 > 1Bo'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 111 ti >200'-'250' 114.1 68.5 209.2 125.5 105.2 63.1 188.1 111.1 ; No.44167 >250'-300' 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 1778 STATE OF >350'-400' 12J.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 >450'-500' 128.8 773 236. 14 .7 118.6 7�.2 2085.9 125,3 12J.I :�'c,�Ps F`ORIOQ;:���11111�/�//(O This is Nof R Master Drawing, -_.S�opA�� ,,,11 Valid Only For One Time Permif, No 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS 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.ST.LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES/S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECInC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENG/NEER IF USED TO OBTAIN A ONE 77ME BUILDING P£RM?. STORM PANEZ5�ACCORDION&64LOM4 SHUTTERS 444 SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GOT. II BLDGS 06/1I/15 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. C C/� 4.)INS WIND LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS /1-ME-0 ,,c. WINO PRESSURE CHART 0.1 TEm 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 esTs T/WT TESTING&ENGINEERING COMPANY BASIC WIND SPEED- 170 ph kw.A6fh sL sIx wf,xxwu GurOws,n u,eA EXPOSURE D,Kd-0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET ETC.). 71-110• •+7J0.T)ATI-Illr �.,xe �� urt DRAWING No 006719 EB-0 WALTER A DLL?Jr.P.E. m ort s mr FLORIDA I_ 44167 A•oounes s _ _ SHEET 7 OF 7