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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CU90QW (P S F„) FOR A= 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET aL BASIC WIND SPEED = 170 mph RISK CATEGORY N BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L' LESS THAN 7'-9' 1- 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 A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASD. D' - 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 > 15' 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'-3D' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 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' SD' 94.3 56.6 126.2 757 90.0 54.0 117.7 70.6 84.4 50.6 f06.5 63.9 > s0'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 f09.9 65.9 SCANNED BY St. Lucie County BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.Fj FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETar BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 Sr. Lucie County, P4rn11;t]nQ FILE COPY .v k�.c� f 1 `D I4? 6 PEAK ROOF I- LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POS171VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.SD. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 748.4 89.0 > 70' - 80' 93.6 56.2 171.6 1030 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 > 90' - fONI 973 58.4 178.4 1074„ 89.7 53.8 1579 94.7 F>]lnofi32e 100.5 60F3w 184.2 11O° 92.5 55.5 163.0 97.8 z0' - 140' 103.2 61.9 1 189.2 113.5 95.1 571 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 1 58.4 171.3 102.8 > 160' - 180' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 160' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 165.1 111.1 > 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 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 2054 123.1 > 450' - 500' 128.8 1 773 236.1 141.7 118.6 71.2 1 208.9 1 125.3 X47E� 1.) THIS CER17RED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY TMS 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 TO OBTAIN A ONE TIME 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 WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC). INDIC470 DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. •�; L - STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT PRODUCTS WHICH BEAR A M/AMI-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL QR01 Gil IFS 1 PILE COPY la®"'6IW16C ®.L *; o97 n 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTW, ST. LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & B*MMA SHUTTERS +`** DRAWN BY RISK CAT. II BLDGS 08109117 8 ®seat. WIND PRESSURE CHART DATE JT TESTING & ENGINEERING cGNPANY BASIC WIND SPEED = 170 mph 17-194 N.W. .T6N. sLG,, Me. = V✓w a a?% a M166 EXPOSURE D, Kd = 0.85 ^0 : (MSt871-IM0. F : (.ws)en-fsTf DRAWING H. EB-0006719 ar: ft ° mm °^' ft °�N 01rz WALTER A T7LLIT Jr. P.E. 1 O1O fe-1m 71 E SHEET I OF i FLORIDA Lic. ® 44167 2 1 1 4