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HomeMy WebLinkAboutEnginerring BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING MS F,) FOR ASGE 7 16 PEAK ROOF H WRT LESS THAN Qv EQUAL TO 60 LOT BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I-LESS THAN 7'-9' 1-GREATER OR EQUAL THAN 7'-0"AND P•GREATER DR EQUAL THAN l2'-J" ROOF LESS THAN l2'-J' - HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE ASA. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. * INDICTED DESIGN WIND PRESSURES 0'- ls' 76.4 45.8. 102.4 61.4 7J0 9J.8 95.5 57.J 68.5 41.7 86.4 51.8 CORRESPOND TO THE MAX/MUM END > 15'-20' 80.9 48.2 1OZ6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 'ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF >2o'-25' - 8J.6 50.2 111.9 1 67.1 79.8 47.9 104.4 1 62.6 74.8 44.9 94.4 56.6 SLOPES >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97,4 58,4 **L a STORM PANEL LENGTH. >JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 11J.3 68.0 81.2 48.7f02.4 61.4 BLADE LENGTH OR BANANA - SHUTTER HEIGHT. >4D'-so' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 JL�. . . . . . . 106.5 6J.9 >50-60' 97J 584 PRDDuers WHICH BUR A 87.2 SZJ 109.9 65.9 M/AMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BALDING S PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS a GI®OD/NG (P F,) FOR ASGE 7 i6 PEAK ROOF H II•aT GREATER TUAN 60 EEEr x BASIC WIND SPEED = 170 mph RISK CATEGORY H BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) ILO AEI PEAK I-LESS THAN 12-3" L­GREATER OR EQUAL THAN 12'-J" ROOF HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE (h) ULTIMATE ASD. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 1677 100.6 84.J 50.6 148.4 89.0 .> 70'-so' 936 56.2 171.6 103.0 86.2 51.7 151:9 91.1 BUILDING SCHEMATIC RECEIVED >80'-90' 95.6 57.4 175.2 •105.1 88.0 52.8 155.0 9J.07/ >9o•- too' 97.J 58.4 178.4 f074 89.7 53.8 1579 1 94.7 MAY 0 7p�, > 100'- fZo' )00.5 60.3 184.2 1I0.@ 92.5 55.5 163.0 97.8 cpp'„ u - 140' 103.2 61.9 189.2 11d5 95.1 5Z 1 167.4 100.4 P;rmittic, i amrtment Vile, �u111NI111111d11bAT - 160' 105.6 63.4 19J.6 116.2 97.J 58.4 171.3 f02.8 St.Lueic County ```�.`,�fLR A.TIZI A* - 180' 107.8 64.7 197s 718.E .99.J 59.6 174.9 104.9 aSS�P••�\GENSF•.,'p -2a0' 109.8 65.9 201.3 120.8 )Ol.f 60.7 178.1 106.9 No.44167 -250' 119.1 68.5 209.2 125.5 105.2 6J.1 185.1 111.1 -Jo0' 1 1..8 72.1 Ali fOB.S 65.1 191.1 114.7 g STATE 0f-J50' 121.0 72.6 111.5 66.9 196.3 117.8-400' 123.9 7' J 114.1 6B.5 200.9 120.5 5oD' 126.8 _77.J 118.6 71.2 BQlm I.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCL•7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(71h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,.MARTIN, ST. LUCIE&INDW4 RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING,&EXPOSURES,lS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)-THIS WIND L040 CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. - 02020 TILTECO,INC ASCE 7-16/ WIND PRESSURE CHART MP STORM PANELS,ACCORDION&HAHAMA SHUFTERS ws4 DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT.If BLDGS O612512020 GAIE 612 512 0 2 0 WINO PRESSURES ARE ULTIMATE AND A.S.D.A. PRESSURES '� E C OINC. 4.)THUS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. TILL?TESTING 4 FNOIN COMPANY WIND PRESSURE CHART asaT Nw.Aau. sl..sal,VW m A.m40 BASIC WINO SPEED- 170 mph S.)DESIGN WIND LOAD SELECTED O THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICTED ON A SEPARATE DOCUMENT PREPARED BY Pnm.:(wss'JeTr--00 Po,:( n-wI EXPOSURE D.Kd-0.85 20-117 THE CONTRACTOR OR PERK?HOLDER(.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC). - G-00067f9 DRAWING No . _ WALTER A TILLIT Jr.P.E 'w 2i 00a^�'r aR Ara w manna FLORIDA Ue.II 44767 r..a n-Ia SHEET I OF 7