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HomeMy WebLinkAboutEngineering _ I BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING Z$,F,) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR cruel TO 60 FFFT BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS _ RESID£N77AL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) File Copy RNEW IE�ED FOR CODE COMPLIANCE [>20'-25' EAK N•LESS THAN 7'-9" L"GREATER OR EQUAL THAN 7'-9'AND I-GREATER OR EQUAL THAN 12'-J" ST. LUCIE COUNTY OOf LESS THAN 12'-J' ®p•a,po EIGHT PaS/T/VE NEGATIVE POSITIVE NEGATIVE POSRIVf NEGATIVE 6,,0oEE�x (!/� (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES - 15' 76.4 45.8 1O2.4 61.4 73.0 4J.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END 5'-20' 80.4 48.2 ' 107.6 64.6 76.8 46 1. 100.4 60.2 72.0 43.2 90.6 54.5 AND FOR ALL RAND OOFOR 2DN£LroND/nGNs 83.6 50.2 111.9 671 79.8 47.9 104.4 62.6 74.8 44.9 a45 SLOPES. >25'-JO' 86.2 S1.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 AX*L=STORM PANEL LENGTH, ACCORDION SHUTTER >J0'-40' 90.7 54.4 121.4 72.8 86.6 52.0 "713.3 68.0 81.2 48.7 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT.>40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 708.E 84.4 50.6 *** pR00UC75 WN/CN BEAR A >50'-60' 97.3 58.4 130.3 782 "92.9 55.7 1275 729 87.2 52.J MIAMI-DADE COUNTY OR A STA TE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8SF.) FOR ASCE 7-16 - PEAK ROOF HEIGHT R eT!a rueu an recr al BASIC WIND SPEED = 170 mph RISK CATEGORY fl BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) 0 11 RECEI ED Alt 1G lF . 0FEB 01 2022 PEAK L••LESS THAN 12-3" 1-GREATER OR EQUAL THAN 12'-J' ST.Lucie County, ROOF �- HEIGHT, POSITIVE NEGATIVE "POSRTVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.D. , >60'-70' 91.5 54.9 167.7 100.E 84.J 50.6 148.4 89.0 BUILD/NG SCHfMATfC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 1 9J.O >9D'- 100' 97.3 58.4 178.4 IOTA 89.7 53.8 157.9 94.7 > IDo'- 720' 100.5 60.3- 184.2 Ir 1.10.5+ 92.5 55.5 163.0 97.8 „11 A ��7MA 111011 > 120'- 140' 1OJ.2 61.9 189.2 1115 95.1 57.1 167.4 100.4 � p� > 140'- 160' 705.6 63.4 193.6 1 116.2 97.3 58.4 171.3 102.8 `�`Q�,��.••••••••��TJ'�, L60'- 18W 107.8 64.7 1976 1 118.6 99.3 1 59.6 174.9 1O4.9 ,.rya; �,\(,ENSF ••,'P�; > IBO'-200' 109.8 65.9 2O 1.J 120.8 101.1 6O.7 1 178.1 106.9 N0.44167 >200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 *: * .* >250'-J00' 717.8 70.r 216.0 129.E 106.5 65.1 191.1 114.7 .p STATE OF ;•�� >JoO'-J5o' 121.0 72.6 221.9 1J3.1 111.5 66.9 196.3 1178 •��`` >J50'-400' 12J.9 74.3 22Z 1 136.3 114.1 68.5 200.9 120.5 >450_=00' -128.81 773 236.1 141.7 118.6 71.2 200.9 125.J / I%% J lIn�I 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7lh EDNIONJ FLORlL3A BUILDING CODE-BROWARD, PALM BFACH, I,LWAN, ST.LUCIE&INOGIN RIVER COUNRE5 APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 6f2020 T/LTECO,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2-)'THIS WINO LOAD CHART MUST BE SIGNf0,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUNCO/NC PERMIT. STORM PANELS;ACCORDION&BANANA SHUTTERS+4'�' DRAWN BY J.)CONTRACTOR OR PAR HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASSO ON THIS GENERIC WIND LOAD CHART. C RISK W.fl BLDGS 0612312020 WIND PRESSURES ARE ULTIMATE AND A.SD.PRESSURES. I L E�O�N C. BATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. WIND PRESSURE CHART TRLIT TESTING&ENGINEERING COMPANY BASIC WIND SPEED-170 m h eue N.W.2e n Slr.Jey Y1xGINl1 C{xFpL;R.AI66 P 5.)DESIGN WIND LOAD SELECTED O INS CONTRACTOR SH PERMIT OPENING s FROM THIS WINO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY m-+J09)D C4-0O,r 1+(saejeTr-reel EXPOSURE D,Kd-0.45 20-117 THE CONTRACTOR OR PERMIT HOLDER(e.p.,SPRUOSHEE7,OPEN/NG SCN£OULE/TAKE OFF SHEET,ETC.). CA-0006719 DRAWING No WALIER A TILLl7 Jr.P.E ar N. oacanuv as im:ro onuww a� fCOR/0A Uc.6 44167 r 010 w-rc. u�.ymaa SHEET 1 OF I