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HomeMy WebLinkAboutBUILDING SCHEMATICBWLDING'S PEAK ROOF HEIGHT m DESIGN WIND PRESSURE FOR COMPONENTS 8 CLADDING (P S F i FOR AS L-7-10 - MK ROOF HEIGHT LESS THAN OR WMAL TO 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I" LESS THAN 7'-9' I- GREATER OR EQUAL THAN 7'-9' AND ,LESS THAN 12'-3' I" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE PoSmVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULDMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.SD. ULTIMATE ASD. 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 48.2 107.6 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 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 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 1 84.4 50.6 106.5 63.9 > so'-sD' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 1 72.9 1 87.2 1 2.J 109.9 65.9 INDIC47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. PRODUCTS WHICH BEAR A MbWl-DADS COUNTY OR A STATE OF FLORIG4 APPROVAL 8U11-D/NG'5PEAK ROOF HEIGHT is DESIGN WIND PRESSOR£ FOR COMPONENTS & CLADDING (85,F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ae BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS FILEC®pY RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)?67 RECEIVED - DEC. 0 4 7010 Permitting Department St. Lucie County PEAK ROOF I- LESS THAN 12-3' Lam° GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE PoSOIVE KEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. g>yso 7 a1 91.5 T9 167.7 rL1,OO.K Ty , 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' 1 973 58.4 178.4 1074 89.7 53.8 1579 94.7 > 100' - 120'1 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' - 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 97.3 58.4 171.3 102.8 > 160, - 180' 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.E 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 > 3DO' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 1239 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 12L&4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 5OO'l 128.8 773 236.1 141.7 1 118.6 1 71.2 208.9 125.3 NOtF3: 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 C47EGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROWDE INFORMATION 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 77M£ 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 ASD. 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., SPREWSHEET, OPEWNC SCHEDULE17AKE OFF SHEET, ETC.). FILE COPY SCANNED BY St. Lucie County N. z Z PROF °6°R 6 i� a 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANEL-S ACCORDION & B4H" SHUIID?S DRAWN BY RISK CAT II BLDGS 08109117 lL E C. ®e w c. WIND PRESSURE CHART DATE JT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph � 7-194 N.W. 36M & S1°..TO3. VR WDD15 a W166 EXPOSURE D. Kd - 0.85 Ph.. (3a6j6T1-1ST0 . Pox : (3D6)871-lWl �y aawvmr arz rn x° ax�Dm+ arc DRAWING H. EB-0006719 WALTER A IXLB Jr. P.E. r aD rs-rm /i a FLORIDA Uc. *4 44167 2 1 SHEET 1 OF i