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HomeMy WebLinkAboutDesign Wind Pressure BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS FOR A cE 7-f0 -.PEAK ROOF HEIGHT LESS THAN OR EQuAL ro an FEE K BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK I-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9'AND L-GREATER OR EQUAL THAN 12'-J' ROOF LESS THAN 12'-J' HEIGHT POSITIVE 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. INDICATED DESIGN WIND PRESSURES S�/L�' 2�)/�2 0'- 15' 76.4 45.8 102.4 61.4 7J.0 4J.8 95.5 _ 57J_ - 68.5- 41.1_ 86.4 51.8 - * CORRESPOND TO THE ANK/MUM-END-- ---- - - - - ___ -.{�9q&- ---- ------ > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 + 72.0 43.2 - ANDZONFOR ALL BOOR ZONE coNamoFls P 90.8 54.5 AND f'OR ALL ROOF ryD >20'-25' 83.6 50.2 111.9 671 79.8 47.9' 104.4 62.6 74.8 .44.9 94.4 56.6 SLOPES. >25'-30' 86.2 51.7 115.5 69.1 82.4 49.4 1077 64.6 773 46.4 974 58.4 *L AACCORRD=PANEL NTS >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 BLADE LENGTH OR SYMAM SHUTTER HEIGHT. >40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 A�ca1rAK PRODUCTS wr/rcH BEAR a >50'-60' 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MkW1-DAOE COUNTY OR A .. STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S Fj FOR ASCE 7-10 PEAK ROOF'HEIGHT GREATER THAN 60 BASIC WIND SPEED = 170 mph RISK CATEGORY//BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) . PEPpf PPRP L--LESS THAN 12-3' Lam'GREATER OR EQUAL THAN 12'-3' ROOF y�g� HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE REVIEWED FOR (h) ULTIMATE A.S.I. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. CODE COMPLIANCE 110 BUILDIG SCHMTIC >70'-60' 9J.6 56.2' 171.6 103.0 86.2 51.7 15.9 9.1 ST. LUCIIEC?UNT '>80'-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 B V V b Qd gy -. zi 58.4 178.4 > 100'-1120' 100. 5 60.J 184.2 110.5 92.5 55.5 163.0 978 ails copy > 120'-'140' 103.2 61.9 189.2 113.5 95.1 57 1 1674 100.4 t,•�N.TIL• v 58.4 > too'- 180' 1078 64.7 1976 118.6 99.3 59.6 174.9 104.6 ,e�,o1P�••`,CENSL<�',.�' -� > 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 I No 44167 >300'-J50' 121.0 72.6 2216.9 133. 111 5 66.9 196.3 1178 >J50'-400' 123.9 74.3 2271 116.3 114.1 68.5 200.9 120.5 ^ •t STATE ? 9 1,205.1 123.I >450'-500' 128.8 773 236.81 141.7 118.6 71 13.1 1165 1.2'208.9 125.3ONA1.Ffa'1�1 I.)THIS CERT/DED SIGNED AND SEALED W/ND L44D CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2017(6th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MART N Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILD/NG&WOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORAM77ON FOR A SITE SPECIFIC PRLUECT. ASCE 7-10/ WIND PRESSURE CHART L.c. 1.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND 447£0 BY THIS ENG/NEER/F USED TO OBTAIN A ONE T/M£BU/LD/NG PERM/f. STORM PANELS,ACCORDION&B4HMS71 SHUTvS fp DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WHO PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 FLOGS 08/09/17 WIND PRESSURES ARE ULTIMATE AND ASO.PRESSURES. - DATE 4.)THIS WIND LOAD CHART SHAU BE CONSIDERED INVAUD IF ALTERED BY ANY MEWS. C O N e. WIND PRESSURE CHART ffiLJT TESTING&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph S)DESIGN WHO LOAD SELECTED BY THE CONTRACiDR OR PERMIT HOLDER£ROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY 030 NX Seu.5 m 30;t2rclw�upDEA�n.urea EXPOSURE D.Kd a 0.85 17-194 THE CDNMCTOR OR PERMIT HOLDER(&g.,SPREADSHEET,OPEN/NG SCHEDULE/TAKE OFF SHEET,ETC.). Pnm.:(.we�eTI-rma. :(Aas)mr-rvr DRAWING No _EB-0006719__- __-_ ma ____0raavn0x- u - __- --- WALTER A. TILU!Jr.P.E. oto u-rm T N: SHEET 1 Of 1 FLORIDA Ue.At94167 L