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HomeMy WebLinkAboutPROJECT INFORMATIONU - - PEAK ROOFl BASIC WIND SPEED = 170 mph RISK CATEGORY /1 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF LY 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 POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. O' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 1 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 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 1077 64.6 77.3 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 a0'-5o' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 50'-6o' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872. 52.3 109.9 65.9 * INDICATED DESIGN KIND 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. it PRODUCTS WHICH BEAR A UMMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY # BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ST. LUCIE C�TY71 OUNUrEUNG DIVISION REVIEWED FOR C M] dAi'iCE REVIEWED Y DATE - PLANS Alai PERMIT MUST BE iXPT ON SOI OR NO INSPECTION WILL BE MADE. PEAK ROOF L** LESS THAN 12-3" L- GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSRNE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE ULTIMATE A.S.D. ULTIMATE A.S.D. 91.57 54.9 1677 f00. 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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 * 90' - 100' 973 58.4 176.4 107.4 89.7 53.8 1579 94.7 * 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 * 120' - 140' 103.2 61.9 189.2 111.5 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' f078 64.7 197.6 118.6 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 68.5 109.2 125.5 105.2 63. 1 185.1 111.1 * 250' - 30D' 117.8 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 1178 * 350' - 400' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 * 400' - 450' 126.4 75.81 231.8 739. 1 116.5 69.9 205.1 123.1 * 450' - 500' 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 No 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 APPUC49LE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PRD/ECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE TIME BUILDING PERMIT. d.) 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 AS.O. PRESSURES. 4.) THIS NNO LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN W/ND 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 SCHEDULE/TAKE OFF SHEET, ETC.). No.44167 MIEOF =��p'• FiOR�Dt'e ►nusLti� ' PI S `0.l 0 N�� 2017 (61h EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER ASC£ 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4HAhW SHUTTERS *** DRAWN BY RISK C4T. II BLDGS 08109117 11 L E C O INC, WIND PRESSURE CHART DATE T TESTING & ENGINEERING QOYPANY BASIC WIND SPEED = 770 mph 17- 1 i4 m ]60. St 66. MA NRDWW WDEW A M166 EXPOSURE D, Kd = 0.85 iwne : (JD6f6)I-iSTD . Fe.: (=)671-15J1 DRAWING No EB-0006719 "� 6e oacxsm6 arz I = w, Daaslcx mrz WALTER A 77LUF Jr. P.E. 1 01O 1e-r� 71 3 SNEET 1 Of I nnwme 1a a ew lwv BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A• CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 00 �t \ BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I- 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 POSmVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I 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 48.2 1076 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. 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 9Z33 58.4 130.3 78.2 92.9 55.7 1 121.5 1 72.9 87.2, 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR AMC£ 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L•• LESS THAN 12-3- 1- GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 91.5 54.9 167.7 100.E 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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - Too' 1 973 58.4 178.4 1074 89.7 53.8 157.9 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 95.1 571 1674 100.4 > 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 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 3OO' - 350 721.0 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 1165 .9 205.1 MIG 123. 1 > 450' - 500' 128.8 773 236.1 141.7 118.6 7691.2 125.3 N07ES: 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 PRONDE /NFORMARON 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 77ME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER 70 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 INDIC47W ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/IAKE OFF SHEET, ETC). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. it* L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. it** PRODUCTS WHICH BEAR A MDIMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL PRoaGo' l� 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDMN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & B4H4MA SHUTTERS +•r DRAWN BY RISK CAT. Il BLDGS 08109117 1 L E C O n e. WIND PRESSURE CHART DATE T 7€377NG & EmwmuRTNO COMPANY B45/C W(ND SPEED = 170 mph 17- 194 M. Jb 5I SI.. Ma NRGIM4 GSRDaM A W166 EXPOSURE D. Kd = 0.85 M..: Q0J 1-15Te. r.. trnswr_isv DRAWING No