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HomeMy WebLinkAboutBUILDING SCHEMATICBU/[D/NG'S PEAK ROOF HEIGHT n DES/GN W/ND PRESSURE FOR COMPONENTS 8 CUIDD/NG (PSF„) FOR ASCE 7-10 - PE®K ROOF HE/OHT LESS THAN OR EMML TO 60 FEET aF BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) Nil' sGP�� our�y PEAK ROOF Lam' LESS THAN 7'-9" I" GREATER OR EOUAL THAN 7'-9" AND .LESS THAN 12'-J" I- GREATER OR EOUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSIDVE NEGATIVE POSNTVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. 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 48.2 f076 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 56.5 > 25'-30' 86.2 51.7 115.5 69.3 1 82.4 49.4 1077 64.6 773 46.4. 97,4 58.4 > 3D'-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 1777 70.6 84.4 50'6 f06.5 63.9 > so'-sD' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 f09.9 65.9 RI LLL DIN .'S PEAK RDOF HEIGHT M! DcvcN WIND PRESSURE FOR COMPONENTS $ CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS FI L ^ Copy RESIDENTIAL, APARTMENT BUILDINGS &COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RFc�NEO OCC PQ 0 41C18 tl ttill9 pc ugI41 t PEAK ROOF Lam• LESS THAN 12-3" L11 GREATER OR EOUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE I 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 > Bo' - 9o' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 9o, - 1oo' 973 58.4 178.4 1074 1 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 61.9 189.2 113.5 95.1 571 167.4 100.4 > 140' - 160' 105.6 63. 193.6 116.2 _ 973 58.4 171.3 102.8 > I60' - Il8Ob 1078 E 197.6 M&66A 99.3 59.6 174.9 104.9 > 1BO' - 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 11 1. 1 > 250' - 300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - J50' 121.0 72.6 221.9 1 133.7 111.5 66.9 196.3 1178 > J50' - 400'1 123.9 74.3 2271 136.3 114.1 66.5 200.9 120.5 > 400' - 450-1 126.4 75.8 231.8 139.1 116.5 1 69.9 205. 1 123.1 > 450' - soo'l 128.8 773 236.1 141.7 118.6 71.2 208.9 125.3 NOJESa 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, a45ED 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 INFORM477ON 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 J) 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 ASD. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY THE CON7RAC7OR 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 SCIIEDULE17AKE OFF SHEET, ETC.). FILE COPY L. INDIC47ED 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 BAHAW SHUTTER HEIGHT _ �C PRODUC75 WHICH BEAR A M/AM1-DAOE COUNT OR A STATE OF FLORIDA APPROVAL PR000f l� 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INOGW RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & B*" SHUTTERS •'* DRAWN BY RISK C4T. ll BOGS 08109117 E CC WIND PRESSURE CHART DATE T TESTING @ ENGINEERING GONPANY BASIC WIND SPEED = 170 mph 17_ 194 .W. MM. SL 51a a05NR6 , = G D= R M166 EXPOSURE D, Kd = 0.85 M1°ne O05)6Ti-1550 . I.: (305)671-153r DRAWING No EB-0006719 •G' m WALTER A TILL? Jr. P.E. 1 DID r5-ree /r a nneme I:n 1 e 1.7 SHEET I OF i