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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAK ROOF HEIGHT vs DES/GN W/ND PRE sugE FOR COMPON m & CLADDING (P.SF,) FOR ASCE-7-1 - PEAK ROOF HEIGHT LESS THAN OR EQUAL EQ 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY n BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L•• LESS THAN 7'-9' L•• GREATER OR EQUAL THAN 7' -9' AND LESS THAN 12'-3' I- GREATER OR EQUAL THAN 123' '- HEIGHT POSmVE NEGATIVE POS?NE NEGATIVE POSITIVE NEGATIVE (h) ULTILATE A.S.D. ULIZVATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE AS& 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 67.1 79.8 47.9 104.4 62.6 74.9 44.9 94.4 56.6 > 25'-3O' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 > 30'-aD' 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 1177 70.6 84.4 50.6 106.5 63.9 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 1 72.9 1 87.2 1 52.3 709.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATER THAN 60 FEET k BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L•• LESS THAN 11-3' L•• GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSB/VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. UL77MATE 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 95.6 V7:4774 D 175.2 ,.,055fT. P 88.0 52.8 155.0 93.0 > 90' - Too' 97.3 58.4 178.4 107.4 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 1 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 17A9 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' 1 17.8 70.1 216.0 129.E 108.5 65.1 191.1 114.7 > 300' - 35a' 127.0 72.6 221.9 111.1 111.5 66.9 196,3 717.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123.1 > 450' - 500' 128.8 77.3 236.1 141.7 118.6 1 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 S17E SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE 84SED 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., SPREADSHEET, OPENING SCHEDULE/7AKE OFF SHEET, ETC). Mom A. N0.44167 •o STAIE OF tI it Ay 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 B4HAMA SHU77ER HEIGHT. PRODUCTS WHICH BEAR A M1440-DARE COUNTY OR A STATE OF FLORIDA APPROVAL PE pf (fli F�0Go RECEIVED JUN 2 8,1018 Permitting `in9 OePa�ent ucle County 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDMN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4HAMA SHUTTERS *** DRAWN BY RISK CAT. lI BLDGS 08109117 L E C O WIND PRESSURE CHART DATE T TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph W. J6N. SY. 31" WO VIRGIM4 M*67?- R ].Tf66 EXPOSURE D, Kd 0.85 17- 194 nam : 7xsfeT B-00 . I.,: (los/en-fSJf W. cr .v arz m uc xiv wrz DRAWING No 006719 WAL7ER A TILLJT Jr. P.C. r an rs-rm p a FLORIDA L1c. ® 44701 p _ _1 1,1 SHEET i Of 1