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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HE/GHr' vs D£S1GN HWAfD PRESSURE FOR ADDING (PS-F.) FOR Mff�7 10 PEAK ROOF HEIGHT LcSS T144N OR EQUAL TO mn FEET Xc BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF I'= LESS THAN 7'-9' L" GREATER OR EQUAL THAN 7'19' AND ,LESS THAN 12'-3' L39 GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 107.6 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 49.4 107.7 64.6 77.3 46.4. 974 58.4 > 30'-40` 90.7 54.4 121.4 72.8 86.6 52.0 1133 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 84.4 50.6 106.5 63.9 > so'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 �� : :ir � �. , �! is i;..". ._�� ,iT ., •: � _, :�! . :__ . x1r .i .a BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAL( ROOF L" LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE PEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.SD. !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 56.2 177.6 103.0 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' - IGO' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 00 = 120j f00.5 60'3 184.2 110Y5 92.5 55.5 1630 97.8 20 ' - ta0' 103.2 61.9 f89.2 113.5 95.1 571 767.4 100.4 > r4o' - 160' 105.E 63.4 1936 716.2 97.3 58.4 171.3 102.8 > r60' - 180' 107.8 64.7 1976 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 68.5 209.2 125.5 105.2 63.1 185.1 1 *11.1 > 250' - 300' 117.E 70.1 216.0 129.6 108.5 65.1 191.1 > 300' - 350' 121.0 72.6 221.9 133.-1 111.5 66.9196.3> J50' - a00' 123.9 74.3 2271 136.3 114.1 68.5 200�9> fl12 aoo` - 450' 126:4 75.8 231.8 139.1 116.5 69.9 205:1 > 450' - 500' 128.8 773 236.1 141.7 118.6 71.2 208.9 ND7E5• 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 /F USED 70 OBTAIN A ONE TIME BUILDING PERMIT. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE B45ED 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.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC). FAIEE COR"y'"' peS 169 Po U31 nent INDICATED 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 84/GLMA SHUTTER HEIGHT. 3Y PRODUCTS WHICH BEAR A MWdI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL PEPp4 (01 01 GO 2017 (6th EDR10N) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCI£ & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS; ACCORDION & BAHAMA SHUTTERS "'* DRAWN BY RISK lAT. ll BLOGS 08109117 WIND PRESSURE CHART DATE T TES7/NG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 17- 194 W. J6t2 sr MA MINA Gaeo= a M166 EXPOSURE D. Kd = 0.85 1me (J0.5T1-iJJO . Fox : (Jaef87!-IATI cv a>t M. K. ersr do DRAWING No EB-0006Z19 WALTER A TILUT Jr. P.E. r aA I5 lee Am/r ql a SHEET 1 OF f FLORIDA Lie. A 44167