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HomeMy WebLinkAboutBUILDING SCHEMATIC&LULD/NG'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR CaNWHEHTS a CLADD/NG1P S F.) FOR ASC.7-10 - PEAK ROOF HE/OHT LESS THAN OR EQUAL TO 60 FEET aK 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' I' GREATER OR EQUAL THAN 12'-3' HEIGHT P0.SlfNE NEGATIVE POSITNE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE A.S.D. ULTIMATE A.S.D. I ULTIMATE ASD. D' - 15, 76.4 45.8 102.4 51.4 73.0 43.8 95.5 5Z3 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 67.1 79.8 4Z9 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 1OZ7 64.6 773 46.4 974 58.4 > 30'-40 90.7 54.4 127.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 50' 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'-60' 97.3 58.4 1 130.3 78.2 92.9 1 55.7 1 121.5 1 72.9 1 87.2 152.3 f09.9 65.9 SCANNED BY St. Lucie County 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 BANANA SHUTTER HEIGHT 9** PRODUCTS WHICH BEAR A MUM(1-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL 9U/L -wo'S PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS a CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 ST. LUCle County, PePrhanQ FILE COPY PEAK ROOF I- LESS THAN 12-3' L*' GREATER OR EQUAL THAN 12'-3' HEIGHT P05171VE NEGATIVE POS'mVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77M4TE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 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 > 90' - 100' 973 58.4 178.4 1074 1 89.7 53.8 1579 94.7 > 1oo' - 12o' 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 76Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 (-' B1 0 107.8 L64 /_ . 1976 ,18 6� 99.3 59.6 174.9 104.9 >i80"-200` 109.8 65.9 207.3 120.8 101.1 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' 1178 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' 1 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450'1 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 450' - 5001 128.8 773 236.1 141.7 118.E 1 71.2 1 208.9 125.3 1.) THIS CERNF/ED 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 INFORM477ON FOR A SITE SPECIFIC PROJECT 2) THIS WIND LOAD CHART MUST BE S/GNEO, SEALED AND DATED BY THIS ENGINEER 1F USED TO OBTAIN A ONE TIME BUILDING PERMIT 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 UL77MATE 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 INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). FILE Copy N. 9®`'°• �ORiO�•°' 2 Ap e- 00 GO 2017 (6th EDMON) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDOW RAVER COUN77ES ASCE 7-10 / W114D PRESSURE CHART L.C. STORM PANED ACCORDION & BAHAMA SHUTTERS *** DRAWN BY RISK CAT. ll BLOGS 08109117 LW C/� WIND PRESSURE CHART DATE �TiL 6QINc. BASIC WIND SPEED = 170 mph T/LLA TESTING .ENGINEERING COMPANY EXPOSURE A Kd = 0.85 7- 194 MW. BJ56 ISM.W aSLSte. MA G9ROEM4 IL J3r66 I.: (aM)s>r-rsTr DRAWING No EB-0 EB-0006719 uv. w aarxamx aIr eev. "'° °a7 WALTER A 77LUT Jr. P.E. r ow ra-IM /l a SHEET 1 OF 1 ETnR1DA I;� & Aera>