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HomeMy WebLinkAboutPROJECT INFORMATION1 BUILDING'S PEAK ROOF Wlw: , vs- DESIGN WM PRESSURE FOR C0-': `INENTS A CLADDING (&S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EdUgo L TO 60 FFFT a BASIC. WIND SPEED = 170 mph RISK CATEGORY I/ BUILDINGS RESIDENAAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF I- LESS THAN 7'-9' C" GREATER OR EOUAL THAN 7'-9' AND LESS THAN 12'-3' I- GREATER OR EOUAL THAN 12'-3' HEIGHT POSTIVE NEGATIVE P05mVE NEGATIVE POSMVE NEGA71YE (h) UL77MATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. UL77MATE I ASD. UL77MATE A.S.O. ULTIMATE A.S.D. D' - 15, 76.4 45.8 102.4 61.4 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 47.9 104.4 62.6 74.8 44.9 94.4 55.6 > 25-30' - 86.2 - 51.7 115.5 69.3 82.4 49.4 107.7 64.6 7Z3 46.4 - gZ4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 . 51.2 1 48.7 102.4 61.4 > 40'-50' 94:3 56.6 126.2 75.7 90.0 54.0 11 77 70.6 84.4 50.6 106.5 63.9 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 8Z2 1 52.3 109.9 65.9 BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEFi aK BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTTAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) rot _ O/je/v FORTY BIDING D {LLCION FO LIAXErby r ----". A mw7'BEfar -- �B I\SPECTION WILL BE MADE. PEAK ROOF L" LESS THAN 12-3' L ` GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSIDVE NEGA77VE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/M47E A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 78.4 1 89.0 > 70' - 80' 93.6 56.2 171.6 1030 -86.2 51.7 151.9 91.1 > 80'- - 90' 95.6 57.4 175.2 B8.0 52.8 155.0 93.0 9a'- too 973 - 58.4 178.4.-'- 107.4 89.7 53.8 157.9 -94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z8 > 120' - 140'MO72. 7.9 189.2 113.5 95.1 5Z 1 1674 100.4 > 140' - 160'3.4 193.6 116.2 97.3 58.4 171.3 102.8 > 160' - 150'4.7 19Z6 118.6 99.3 59.6 174.9 104.9 > -180' - 200'5.9 201.3- 120.8 101.1 60.7 178.1 106.9 > 200' - 250'8.5 209.2 125.5 105.2 63. 1 - 185.1 1 111. 1 > 250' - 300'70.1 216.0 129.6 108.5 65.1 791.1 114.7 > J00' - 350'2.6 221.9 133.1 111.5 66.9 196.3 ; i 1Z8 > J50' - 400'4.3 22Z 1 136.3 114.1 68.5 200.9 -!I 0U5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.5 69.9 205.1 123. 1 > 450' - 500' 128.8 7Z3 236.1 141.7 1 118.E 1 71.2 2089. 125.3 NOTES: 1.) THIS CER77FIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A 84.S/C WIND SPEED OF 170 MPH, AND APPLJC48LE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE /NFORMATION 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 T/ME 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: ULTIMATE AND ASD. PRESSURES. 4.) THIS WIND LCAD'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 DOCUMENTPREPARED BY THE CONTRACTOR OR PERMIT HOLDER '(6.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). IND/C4TED DESIGN WIND PRESSURES CORRESPOND TO THE MAX/A/UM END ZONE AND INTERIOR ZONE CONDIRONS AND FOR ALL ROOF SLOPES. . *�( L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR 84HAMA SHUTTER HEIGHT. *aF PRODUCTS WHICH BEAR A M/AMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL ?E- " (o �E�GN� A. 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIMER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & B"M4 SHUTTERS *** SCALE RISK 04T..II BLDG4 0611 V15 L E C O I N c. WIND PRESSURE CHART DATE TILLZ TEST/NC h ENGINEER/NC -COMPANY BASIC WIND SPEED = 170 mph 6366 N.W. J66L a SYs = Y NA W6 , H. M'66 EXPOSURE D, Kd = 0:85 15-188 Phew : (JOSJb71-iSb . For : (=sI871-ISJi DRAWING No EB-0006]79 - WALTERA. TILOT Jr P.E. r am n-In Vls A _ _ n nRinA rr_ A 44197 SHEET 7 OF 7