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HomeMy WebLinkAboutBUILDING SCHEMATICBUI ING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S F.) FOR ASCE Z 10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY p BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECENED MAY.2 2 1818 Permitting Department St. Lucie County PEAK ROOF I' LESS THAN 7'-9" L" GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3" I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSmVE NEGATIVE POSITIVE NEGATIVE POSITIVE -NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE ASD. ULTIMATE A.S.D. 15, 76.4 45.8 102.4 61.4 73.0 43.6 95.5 573 68.5 41.1 86.4 1 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'-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 1 81.2 48.7 102.4 61.4 > 40'-5o' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 f06.5 63.9 > 50'-60' 973 58.4 1 1.50.3 1 78.2 92.9 55.7 1 121.5 72.9 1 87.2 j 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. ** L = STORM EL ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A M14MI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A• CLADDING (&S-F.) FOR AXE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF I- 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. > 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 > 9o' - 1oo' 1 973 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 ' 12a - 140' 103.2 61.9 189.2 1 3.5 T95.1 57.1 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 1 973 1 58.4 171.J 102.8 > 160' - 180' 1078 64.7 1976 118.E 1 99.3 1 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 1 63. 1 185.1 1 f 1. 1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > JOG' - 350, 121.0 72.6 221.9 133.1 111.5 66.9 196.J 117.8 > 350- - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 40D' - 45D' 126.4 75.8 231.8. 139.1 116.5 69.9 205.1 123.1 > 45o' - 50o' 128.8 773 236.1 141.7 118.E 71.2 208.9 125.3 NO7E5: 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 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 PERM?. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WWD PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. W/ND PRESSURES ARE UL77MATE 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 INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). 1o• 44167 STA ��p� • .FCOR��P����; PEApf (� Y�E�GO 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BNiA1N1 SHUTTERS xxx DRAWN BY _ RISK CAT. H BLDGS 08109117 L E C Q I NC. WIND PRESSURE CHART DATE S XG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- 194 m. S 51e. b5, wRcM GMDEn a .T31ce EXPOSURE D, Kd = 0.85 (J0.5�71-I=. F : ( )871-IWI DRAWING No EB-0006719 m . 06 ' .= ... Donee mrz WALTER A 771N Jr. P.E. 1 = 1s-1°° 71 a SHEET i OF 1 FLORIDA LIc. 11 44167 2 BU/LD/NG'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COMPONENTS & CLADDING (&S`F. FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET �r BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT. BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED MAY 2270 Permitting Departmen- St. Lucie Count PEAK ROOF I' LESS THAN 7'-9" Lxx GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3' I- GREATER OR EQUAL THAN 12'-3' HEIGHT POSIDVE NEGAT!71 POSITIVE NEGARYE POSlNVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATEULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15, 76.4 45.8 102.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 107.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25-30' 86.2 51.7 115.5 82.4 49.4 107.7 64.6 77.3 46.4 974 58.4 3o-4o' 90.7 54.4 121.4 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 >4D'-sD'94.3 56.6 126.2 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 > 50'-60' 973 58.4 130.3 92.9 1 55.7 1 121.5 72.9 872 1 52.3 I 109.9 1 6S9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.SF.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEETAt BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF Lxx LESS THAN 12-3' Lxx GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSMVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 167.7 100.6 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 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 9o' - too' 973 58.4 178.4 107.4 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 I2O - 14 103.2 1.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140 - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160, - ISO' 107.8 64.7 197.6 118.6 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 > 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 23L8 139.1 116.5 69.9 205.1 123.1 > 450' - 5oo'l 128.8 1 77.3 1 236. 1 1 141.7 1 118.6 1 71.2 208.9 125.3 NOTES: .1.) THIS CER77FIED 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 INFORMA77ON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERM?. 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 INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.9., SPREADSHEET, OPENING SCHEDULE17AKE OFF SHEET, ETC.). * INDICATED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF SLOPES. it* L = STORM PANEL LENGTH. ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT it** PRODUCTS WHICH BEAR A M/AWI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL ?E pf (0.l NElr,�l 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION &BAHAM4 SHUTTERS xxx DRAWN BY RISK CAT. 11 BLOGS 08109117 L E C O i N e. WIND PRESSURE CHART DATE T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17-194 '.W. 36M. ESLf'SY<. 305. NF X rARDM R M166 EXPOSURE D. Kd = 0.85 Mne : 005 71-75 . Fox: (S06)871-IWI _. DRAWING No SHEET I OF 1