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PROJECT INFORMATION
1 BUILDING'S PEAK ROOF HEIGHT y- DMON WIND PRESsLRF FOR COMRONEM 6• CLADDING (P_S.F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET ae BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS - RESIDENTWL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L" LEW THAN 7'-9' 1- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' I- GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT P05MVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.SD.'` ULTIMATE AS.D. ULTIMATE ASD. ULTIMATE AMD. ULTIMATE A.S.D. ULTIMATE ASP. 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' 874 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 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30" 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 > J0'-40' 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' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 f09.9 65.9 BUILDING'S PEAK ROOF HDGHT y- RM/QN WEND PRESSURE FOR /01/PONFNTC & CLADDING (P.S.F,)FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY /I BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK E" LESS THAN 12-3" 1- GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) _ ULTIMATE ASD. ULNMA7E AS.D. ULTIMATE A.SO. ULTIMATE A.S.D. > 60' - 70' 91.5 1 54.9 167.7 1 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 1 56.2 171.6 1 103.0 86.2 51.7 151.9 91.1 > 80' - 90' 95.6 57.4 175.2 105.1 Be.0 52.8 1155.0 .93.0 > 90' - 100' 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 97.8 > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140' - 105.6 ALI 193.6 97.3 58.4 171.3 102.8 > 6o' - 18o' ' 107.8 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > law - 200, 109.8 65.9 1 101.3 120.8 101.1 60.7 178.1 106.9 > 2oo' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 155.1 111.1 > 250' - 300' 117.8 70.1 216.0 129.E 108.5 65.1 797.1 114.7 121.0 72.6 221.9 1J3.1 111.5 66.9 196.3 1178 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 126.4 75.8 23f.8 139.1 116.5 69.9 205.1 123.1 128.8 77.3 236.1 141.7 '1 118.6 1 71.2 1 208.9 1 125.3 N 1.) THIS CERTIFIED SIGNED AND SEALED WIND LO4D CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A B4S/C WIND SPEED OF 170 MPH, AND APPUC40LE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM47ION FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CH4RT MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 77ME BUILDING PERMIT J.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHW W7ND PRESSURES ARE ULTIMATE AND ASD. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID F ALTERED BY ANY MEANS 5.) DESIGN WIND LOAD SELECTED BY THE CONTR1C70R OR PERMR HOLDER FROM THIS WIND LOAD CHART SHALL BE INDIC47ED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDUL*IAKE OFF SHEET, ETC.). SCByNED St Lucie County INDIC47M DESIGN WIND PRESSURES r CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CON0177ONS AND FOR ALL ROOF SLOPES At 1 - STORM PANEL LENGTH, ACCORDION SHUTTER RUDE LENGTH OR BAFWMA SHUTTER HOGHT. PRODUCTS WHICH BEAR A M/AM/-OAOE COUNTY OR A STATE OF FLORIDA APPROVAL ST.LUVI C�I11�1'I'BIIIIDINGD REVIEWED FOR C IA'4CE IVSSION REVE,WuD IfY DATE _ PLANSZMb PERMIT MUST BE IfE OR NO DiSPECTION "VML BE MADE.ON JOB PEPOfIko (� for, 1111110A. N� I al - Fss •••� •rl ,TONAL E .1't 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N, ST LUCIE & INDIAN RIVER COUNTIES ASCE 7-10 / WIND PRESSURE CHART AS SHOWN STORM PANELS, ACCORDION & BWMA SHUTTERS **/` SCALE RISK CAT. # BLOGS 06111115 1 L E C O I N C. WIND PRESSURE CHART DATE T 1£SNNC & ENGINEERING COMPANY BASIC WIND SPEED = 17o mph W. r6N SLt �Sfn J06. YL4tllA1 aWDM n M166 EXPOSURE A Kd 0.85 15-188 5oni : (J66p.1-16re . Fmr : (r0.6)871-1=1 DRAWING No EB-0006719 An. '•° eaxmrroa art m: w crao+ urz WALTER A RLUT Jr. P.E. SHEET 1 OF I