Loading...
HomeMy WebLinkAboutEngineering I ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR GOYPONEAIfs _k GL710D/NG (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET at BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS %r RESIDENTIAL APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE), i RECEIVED MAY 17 2016 PEAK L-•LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-9"AND I-GREATER OR£OVAL THAN 12'-5" ROOF LESS THAN 12'-J' HEIGHT POSITIVE NECATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (A) ULTIMATE ASD. ULT/MAI£ ASD. ULTIMATE A.S.A. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. WD/CATED DESIGN WIND PRESSURE 0.- 15' 76.4 45.8 102.4 61.4 730 1 43.8 95.5 1 57J 68.5 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6� 74.8 44.9 gq,4 56.6 SLOPES >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.J 46.4 g7,4 58.4 **L aR-STORMaoN SH BLADE LENGTH OR 84HAMA >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113,J 68.0 81.2 48.7 102.4 61.4 SHUTTER HE7CH1. rl >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 639 *** PRODUCTS WHICH BEAR A >5O'-60' 97.J 58.4 730.J 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 AGWI-RADE COUNTY OR A STATE OF FLORIDA APPROVAL BWLO/NG S PEAK ROOF//EIGHT va DESIGN WIND PRESSURE FOR COMPONENTS A! CLADDING (P.S Fa FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET� BASIC WIND SPEED 170 mph RISK CATEGORY IF BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL WHOLESALE) ?EOof (f E1GkkS PEAK L-LESS THAN 12-3' L•-GREATER OR EQUAL THAN f2'-J' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGA7LVE (h) ULTIMATE ASD. ULT/MATE A.S.D. ULTIMATE A.SO. ULTIMATE ASD. >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'-9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 930 >9D' 97.3 5 178.4 89.7 538 157.9 94.7 mcm > too-- 120' 100.5 60.j 184.2 110.5 92.5 55.5 1630 978 1 r(FFI/II/PPi�iA� rM > 140'- 160' 105.6 634 193.6 116.2 97,J 58.4 171.3 102.8 1PL.r<<</l > 160'- 180' 107.6 64.7 197.6 118.6 99.3 59.6 174.9 104.9 \111��.:'•'.`GENS[•�•� > 180'-200' 109.8 65.9 201.J 120.8 101.1 1 60.7 178.1 ' 106.9. \\\ v C•••S. >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No.44167 >250'-Joo' 117.8 70.1 215.0 129.6 108.5 65.1 191.1 114.7 * ..* • Y >J00'-J5O' 121.0 72.6 221.9 1J31 111.5 66.9 196.J 117.8 -b°: SIRE OF `'•='" >J50'-400' 12J.9 74.J 227.7 7J6.J 114.1. 68.5 200.9 120.5 'Q '.• > -450' 126.4 75.8 2J1.8 .139.1 116.5 69.9 205.1 1231 ���'•;r�OR10P•'��'11113/�(�/!o 400 '\'J >450''-500' 128.8 773 236.1 141.7 118.6 71.2 206.9 125.3 This is Not A Master Drawing. Valid Only For One Time Permit, No 1.)THIS CERTIFIED SIGNED AND SEALED WHO L64D CHART,PREPARED BY THIS ENGINEER,EASED 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,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFURIATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART As SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&B4h W SHU/TERS f4i1 SCALE J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK W. If BLDGS 06/11/15 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 4.)1705 WIND L640 CHART SMALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. L ECO Ne. WIMP PRESSURE CHART DATE ITLIN :-(j9O!ENGINEERING COMPANY BASIC WIND SPEED 170 mph 155-188 5.)DESIGN WINO LOAD SELECTED BY MF CONTRACTOR OR PERMIT HOLDER FROM THIS WIND L640 CHART SHALL BE INDICATED ON A SEPARATE DOLY/NEM'PREPARED BY � ,._, _, uv Nr JAM 51 sl...wx N.xmlu nvaxs rt,ales EXPOSURE O,Kd-0.85 THE CONTRACTOR OR PERMIT HOLDER(e.V.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). PIw.:(wsfe EB-00. 71:rywleTr-7IUI EB-0006719 In. aoeerr4w art aoT.eman nrt DRAWING No WALTER A TICCIT Jr.P.E. m Ir-nT I r me -FLORIDA L' 44167 A NMItR SHEET I OF i