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HomeMy WebLinkAboutPROJECT INFORMATIONU -D- PEAK &OOF HEIGHT LESS MAN OR EQUAL TO 010=ak BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) SCANNED BY St. Lucie County PEAK ROOF L�* [E55 THAN T-9� G** GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L*' GREATER OR EQUAL THAN 12'-3' HEIGHT POSIRVE NEGATIVE POSfUVE NEGARVE POSIT/yE NEGAT/V!i (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.D. ULTIMATE A. S. 0' - 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573, 68.5 41.1 86.4 51.7- * 15'-20' 80.4 48.2 1076 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'-JU 1 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 974 58.4 0.7 72.8 86.6 52.0 113.3 611.0 81.2 48.7 102.4 61.4 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 50' D 7. 13 r 78.2 92.9 55.7 121.5 72.9 87.2, 52.3 109.9 65.9 ST.jT COO 0yBtJ► AGDIVLSION REVIEWEDFORCO: E REVIEWED&Y DATE 2� -1 R PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION SVII.L BE MADE. BASIC WIND SPEED = 770 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L•* LESS THAN t2-3' L•• GREATER OR EQUAL THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. 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 > 70' - 80' 93.6 55.2 171.6 103.0 86.2 51.7 151.9 91.1 > 60' - 90' 95.6 574 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 973 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' f03.2 61.9 189.2 113.5 95.1 571 1674 100.4 > 14 ' - 16D' 705.6 63.4 193.6 116.2 973 58.4 171.3 102.8 107.8C64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180' - 200' 109.8 65.9 201.3 0.8 101. 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 > JOO' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 4aa' E4 123.9 74.3 2271 136.3 114.1 68.5 200.9 120.5 > - 450 126.4 75.8 231.8 139.1 116.5 69.9 205.1 123.1 > 45o' - 5oo' 128.8 773 236.1 1 141.7 1 118.61 71.2 208.9 1 125.3 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A 84SIC WIND SPEED OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION 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 SELEC17ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND AS.D. PRESSURES. , 4.) THIS WMD LOAD CHART SHALL BE CONSIDERED IWAUD 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 DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). * 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 MMMI-DAD£ COUNTY OR A STATE OF FLORIDA APPROVAL PEooF (01 R�L`GO d/'���. nu/TA•'%. J..E`N..S.. y, i�• I~167 : T �c ' STI►iEOf � �°% Amp'• EIOR�QP���•; FF�:SIn61flL� 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER COUNTIES ASC£ 7-10 / WIND PRESSURE CHART L.C. STORM PANELS, ACCORDION & BAFIAM4 SHUTTERS *** DRAWN BY RISK C4T. 11 SLOGS 08109117 IL ECOfNC. WIND PRESSURE CHART DATE BASIC WIND SPEED = 170 mph T TESTING 4 ENC/NEER/NQ COMPANY EXPOSURE D. Kd = 0.85 7- T 94 !W. J6fA 5f. 71- = N.: itRGEN6 R. ]J166 no,..: (.Tas)Bi S-00. r : (sos)en-rmr ur: m • wrr riv. aezuslnx mw DRAWING Na fB-077LUr Jr.r oln rs !m 7r a WALTER A 17LL/T JP.E. SHEET I OF 1 rename 1:.. A ee.00 .