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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S FJ FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOVAL To 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) NOV 0 9 2018 S-r. Lucie PEAK ROOF L*' LESS THAN 7'-9' C- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L*' GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. ULT/MATE ASD. ULiD/ATE A.S.O. D' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 65.5 41.1 86.4 51.8 > 75'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 > 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 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 f06.5 63.9 > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 42.3 109.9 65.9 Sf 4 ay�Fo CoUnIL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF,,) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FE�aK BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF L" LESS THAN 12-3' L'• GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE PDSRNE REDATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 40'=-:100 973 - 8.`4 �60.3 178.4 �-107.4'' 89.7 53.8 1579 94.7 > 100' - 120' 100.5 184.2 11-0.3 92.5 55.5 163.0 978 > 120' - 140' 103.2 61.9 1 189.2 113.5 95.1 57. 1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 107.B 64.7 1976 118.6 99.3 59.6 174.9 704.9 > 180' - 200' 109.8 65.9 201.3 120.8 101. 1 60.7 17B.1 106.9 > 200' - 250'1 114.1 68.5 209.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 3OO' 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 7 17.8 > 350' - 400' 123.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 208.9 125.3 N 1.) THIS CERTIFIED SIGNED AND SEALED W/ND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE 77ME BUILDING PERMIT. J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 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 THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCNEDULE/TAKE OFF SHEET, ETC.). FILE COPY 0. '0Jn GI��v�Q•'i`, �,�• • C SAC 4.•. S No.44167 RAIE .`2• n.•••••q• 5 •< INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SCOPES. ' fit L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. r** PRODUCTS WHICH BEAR A M/AMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL PE pE �LoYA0Go 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDGW RIVER ASCE 7-10 '/ WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B*MMA SHUTTERS **x DRAWN BY RISK CAT. 1l SLOGS 08109117 C O ANe. WIND PRESSURE CHART DATE L E iSTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- 194 6'fh Sfe. SAS, NhGWN GVNOq FL SS166 EXPOSURE A Kd = 0.85 :(YJS)I-ISIO. fox: (JAS�Tr-15)I DRAWING No ES-0006719 ^n '° oarxinon arz m..• a>rswxr arc WALTER A TILUT Jr. P.E. r mA rs-rm /r a FLORIDA Lie. f 44167 s1 1 1 SHEET I OF I