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HomeMy WebLinkAboutBUILDING SCHEMATICSBUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS 8 CLADDING (P S F,) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET ar BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) RECEIVED NOV 0 9 2018 ST. Lucie County, Permitting PEAK ROOF I' LESS THAN 7'-9' L- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' Lam' GREATER OR EQUAL THAN L2'-3` HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGANVf (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE ASD. 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 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 97.4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 1 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 > 50'-60' 97.3 1 58.4 1 130.3 1 78.2 1 92.9 1 55.7 1 121.5 1 72.9 1 87.2 1 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ak BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS FI L E CO pY RESIDENTIAL, APARTMENT BUILDINGS &COMMERCIAL BUILD/NOS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF I- LESS THAN 12-3" Lu GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSmVE NEGATNE (h) ULTIMATE 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 66.2 51.7 151.9 91.1 > 80' - 90' 95.5 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - too' 97.3 58.4 178.4 1074 89.7 53.8 1579 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 >� tw 20=tg0't 103.2 I�'7-9'7 189.2 173f T 95.1 571 1674 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 171.3 102.8 > 160' - 180' 107E 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.E 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200' - 250' 114.1 68.5 109.2 125.5 105.2 63. 1 185.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.6 108.5 55.1 191.1 114.7 > 300' - 350' f 21.0 72.6 221.9 133. 1 11 1.5 66.9 196.3 117.8 > 350' - aoo' 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 > 4ao' - 450' 126.4 75.8 231.8 139. 1 1 f 6.5 69.9 205.1 123.1 > 450' - 5OO'l 128.8 1 773 1 236.1 141.7 1 118.6 71.2 208.9 125.3 N07£S: 1.) THIS CERTIFIED SIGNED AND SEALED Who LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A 84S/C WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMAAON 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. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON IRS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULDMATE 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 W/ND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCH6DU vrAK£ OFF SHEET, ETC.). FILE COPY 2►.I.ct IS (I 01 4 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 BAHAMA SHUTTER HEIGHT. .y..YC* PRODUCTS WHICH BEAR A M/AMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL rm - P-Apf 00Gaj 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST LUCIE & IND14N RAVER COUNT/ES ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAFIAMA SHUTTERS DRAWN BY RISK CAT. II BLDGS 08109117 IL ECO INC. WIND PRESSURE CHART DATE JT TES"NG & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph N.W. 36fh. G S1e. VIC+NDOLS ft 31166 EXPOSURE D, Kd = 0.85 17-194 PAone :(J05)8>1-1B5)F.: . FT�Je71-15J1 M. •., nnz.®no.�, arz ¢v. N• Oesuvmx mrz DRAWING No EB-0006719 WALTER A nLUT Jr. P.E. 1 m 1° lw 71 r FLORIDA Uc. $ 44167 s • SHEET 1 OF 1