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HomeMy WebLinkAboutPLANS4 bUANlVtL BY t l uc'e unto rs an cl+ Wrest Jnit #1 90 PECGi"[ MAR 17 2017 PERMITTING St. Lucie County, FL 3: 2 ----------------------- BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S F,) FOR ASGE 7-10 - PEAK .ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RET41L, WHOLESALE) PEAK ROOF L'+.LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" L" GREATER OR EQUAL. THAN 12'-3" HEIGHT POSITIVE NEGATIVE -- POSITIVE - NEGATIVE P09TIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL71MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 _- > 15'-20' 80.4 46.2 107.6 64.6 76.8 46.1 100.4 60.2 _ 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 671 79.8 47.9 104.4 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 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 1 84.4 1 50.6 1 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 - 92.9 55.7 121.5 '72.9 1 87.2 1 52.3 1 109.9 1 65.9 MAR 17 2017 PERMITTING St. Lucie County, FL INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. 07* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR B4HAMA SHUTTER HEIGHT. ** PRODUCTS WHICH BEAR A M14MI-LADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCF 7-10 -PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- LESS THAN 12-3" I' GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE - - NEGATIVE - - POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE j A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 I 148.4 89.0 > 70' - 50' 93.6 56.2 T71.6 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 -I 93.0 > 90' - - 973 58.4 178.4 107.4 89.7 5 - - 157.9 100' - 120' 100.5 60.3 184.2 110.5 92.5 (55.5 163.0 97. > 72 - 140' 103.2 67.9 189.2 113.5 95.1 571 167.4 700.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 180' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 180' - 200' _109.8 65.9 - 201.3 120.8 701.1 - 60.7 1.78.1 '- 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 785.1 111. 1 > 250' - JOO' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > J00' - 350' 12.1.0 72.5 221.9 133.7 111.5 66.9 1 196.3 1178 > 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 > 45o' - 5Qo'l 128.8 1 77.J I 236. 1 1 141.7 118.6 71.2 208.9 125:3' NOTES 1.) THIS CERTIFIED SIGNED .AND SEALED WIND 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 SUE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO CHIAN A ONE DUE BUILDING PERMIT. 3.) COMRACTOR 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 SMALL 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 DOCUMEN' PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SH£Er, ETC.). This is Not A Master Drawing, Valid Only For One Time Permit SGANNtL. BY St. Lucie Crn mt1 EN No. 44167 � 7� Y7 STATE OF FlOR10� AL P1 p `fS.l Orp, 2014 (5th ED1710N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIK SL LUCIE & 1NDIAN RIVER COUNTIES ASC£ 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION & B*YdMA SHUTTERS *** SCALE RISK 04T. Il BLOGS 06111115 L E C. O INC. WIND PRESSURE CHART DATE T 7MING &'ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 15-188 .W. J6c n' s. =1 Vx w DAwO .. R..v16e EXPOSURE AKd = 0.85 non.: (DQ5)871-1558 . Fo.: (")871-1531 - - DRAWING No EB-0006719 �'' xO s"^1°x wrz x1v. w ncscermx wrz _ WALTER A. T1LLU Jr. P.E. 1 wn a -in v. SHEET i OF i FLORIDA Lk. 44167 a .1 t cawn[r /m/1s