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HomeMy WebLinkAboutBUILDING SCHEMATICBASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, SCANNED BY St. Lucie County R ROOF I- LESS THAN T-9" L- GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-3` L I GREATER OR EQUAL THAN 12'-3` HEIGHT POS15W NEGATIVE POSITIVE NEGATIVE POSITIVE 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 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.B > 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 79.6 479 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 1 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 1 773 46.4 97,4 58.4 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 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 > s0'-6o' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 RUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GMTER THAN 60 FEET K BASIC WIND SPEED = 170 mph RISK CATEGORY R BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY RECEIVED JUN 9 9'11119 Permitting Department St. Lucie Counh' PEAK ROOF L•• LESS THAN 12-3- L" GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATWE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S& ULTIMATE A.S.D. ULTIMATE A.S.D. > 60' - 70' 91.5 54.9 1677 100.6 84.3 50.6 14&4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >�80- -_ 90,' 1 95.6 5 `4 + 175.2 f 05!,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' 1032 61.9 189.2 113.5 95.1 571 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 116.2 973 58.4 771.3 102.8 > 160' - 180' f07.8 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' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 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' 726.4 75.8 231.8 139. 1 116.5 69.9 2051 123.1 > 450' - 500' 128.8 773 236.1 141.7 118.E 71.2 208.9 125.3 NO 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, 15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMABON FOR A SITE SPECIFIC PRO✓ECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND Q47ED BY THIS ENGINEER IF USED TO OBTAIN A ONE 71ME 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 ASO. PRESSURES 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CON7R4C7OR 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, ETC.). FILE COPY /�j�xp p, %Co`t# No,441s7 T. STALE 8f b * 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. PRODUCTS WHICH BEAR A M/AMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL PE00f l� �l- Gl 2077 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N, ST. LUCI£ & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & B4H4/14A SHUTTERS ••: DRAWN BY RISK CAT. I/ BLOGS 08109117 L I E WIND PRESSURE CHART DATE JT TES77NG &ENGINEERING COdPANY BASIC WIND SPEED = 170 mph .b17-194 MW. 3 M $r•.5, NRGIM4 G4PDEN; Fl 331ee EXPOSURE D, Kd = 0.85 Ph-. 1 e3is650z? O. Fax : bTnslen-fslf rzy x, s ue, mrz xev. xa ormm-rnx arz DRAWING No EB-0006719 WALTER A 7/LUT Jr. P.E. r wA fs-fm /r s SHEET I OF 1 FLORIDA Uc. $ 44767 1 1