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BUILDING SCHEMATIC
BUILDING'S PEAK RME HEIGHT w DESIGN WIND PRESSURE FOR COMPONENTS & CLAWING (P S F) FOR ASCE-7-6 - PEAK ROOF HEIGHT LESS THAN OR EAUA1 TO 60 FFFT BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L' LESS THAN 7'-9" I- GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' Las GREATER OR EQUAL THAN 12'-3' HEIGHT POSmV£ NEGATIVE POSITIVE NEGATIVE POSmVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. 0' - 15' 76.4 45.8 IOTA 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' 836 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 04.0 77.3 46.4 974 58.4 > 30'-90' 90.7 54.4 721.4 72.8 86.6 52.0 113.3 68.0 87.2 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 > 50'-60' 1 97.3 58.4 1 130.3 78.2 92.9 1 55.7 1 121.5 1 72.9 872 52.3 109.9 65.9 SCANNED BY St. Lucie County INDE47ED DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BANANA SHUTTER HEIGHT. *aY PRODUCTS WHICH BEAR A M/AMl-DADE COUNTY OR A STATE OF FLOR/OA APPROVAL AUILDING'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 rcrT ar BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY PEAK ROOF I- LESS THAN 12-3' L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POS?IVE NEGATIVE (N ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 ^ 167.7 100.6 84.3 50.6 148.4 89.0 7D - ao 93.6 612 771.6 UJ!O it 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' - 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 1 95.1 57.1 16Z4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > 16o' - 180' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 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' 117E 70.7 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 12 f.0 72.6 221.9 133.1 111.5 66.9 196.3 117,8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.'9 120.5 > 400' - 450'1 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123. 1 > 450' - 5OO'l 128.8 1 77.3 1 236.1 1 141.7 1 118.6 1 71.2 1 208.9 125.3 ao>Es: - Q 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 INFORM4770N FOR A SITE SPECIFIC PRO✓ECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER 1F USED 70 OBTAIN A ONE 77ME BUILDING PERMIT 3) CONTRACTOR OR PERMIT HOLDER 70 BE RESPONSIBLE FOR THE SELEC77ON OF DESIGN WIND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND AS.O. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID 1F 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, ETD). FILE COPY ,b 7 N®.44167 •o'. STAIEOf r , :90,� .. �► \m A� Ins uSiamk ( !� •'• PE pf (f 0Gvkj 41 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RNER COUNTIES ASCE 7-10 / WIND PRESSURE CHART I L.C. )AM. PANELS ACCORDION & 8N-LAMA SHUTTERS DRAWN BY RISK CAT. 0 BLOGS 08109117 IL E C Q INC. WIND PRESSURE CHART DATE IT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph EXPOSURE D, Kd = 0.85 17- 194 Fho (.RM)871- = .V ar - (W 7i11-155J1.T3I68 DRAWING No SHEET 1 OF 1