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HomeMy WebLinkAboutBUILDING SCHEMATICOUILDING'S PEAK RQQF HEIGHT ve DESIGN WM PRESSURE FOR COAIPQNENTS & ampm as F) FQR Assx7 10 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY n BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK RODE L" L£55 THAN T-9' L- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L" GREATER OR EQUAL THAN 1T'-3" HEIGHT POSN7VE NEGATIVE POSITIVE NEGATIVE PDAi1VE NEGA 7Nf (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 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' 1 86.2 51.7 115.5 69.3 82.4 49.4 IOZ7 64.6 77.3 46.4. 97,4 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 50.6 106.5 63.9 > 5o'-so' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. CAI; L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BNWMA SHUTTER HEIGHT. x: PRODUCTS WHICH BEAR A MLUO-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN KM PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEFr at BASIC WIND SPEED = 170 mph RISK CATEGORY 71 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 S-r. Lucie county, Permitting FILE COPY PEAK ROOF L•• LESS THAN 12-3' L- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE REGA7IVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 > 70' - BO' 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 93.0 > 9D' - Too' 97.3 58.4 17B.4 107.4 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 5Z 1 167.4 100.4 > 140' - 760' 105.6 63.4 193.E .6:2 97.3 58.4 171.3 1 102.8 1•so' - iao 1078 4"Y7 1976 jEl' ' 99.3 59.6 174.9 1 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250'1 114.1 68.5 209.2 125.5 1 105.2 63.1 185.1 111.1 > 250' - 3D0' 117E 70.1 216.0 129.6 108.5 65. 1 191.1 > 300' - 350, 121.0 72.6 221.9 133. 1 111.5 66.9 196.3 > 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 E125.3 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 > 450' - 500' 128.8 773 236.1 141.7 118.6 77.2 208.9 NOTES: 1.) THIS CER17RED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-70, FOR -A BASIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA77ON 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. 3) 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 ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WMD LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPAR47E DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCIIEDULE17AKE OFF SHEET, ETC.). FILE COPY 00 n°ywee.°p°peelee OP t a ?E pf lflJ 1�0GO 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANED ACCORDION & B4H4MA SHUTTERS **'* DRAWN BY RISK (AT. ll BLDG5 08109117 B EL Cc ®e re e. WIND PRESSURE CHART DATE T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17_' 94 �W. 36th. Sfe. 345, gRCINN G9RDEhS F< 33166 EXPOSURE D, Kd = 0.85 none :. (Ja 87I-1 . F : (3e3Je7r-Is3I BRANNO No EB-0006719 wrr WALTER A NLLR Jr. P.E. r aIn 's-ree rename I- a -.1 _ 71 SHEET 1 OF i