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HomeMy WebLinkAboutEngineering BUI OIH-r.'S aEAK_ ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS CLADDING'MS F.) FOR ASCE 7-I6 - PEAK ROOF HEIGHT LESS THAN OR EQUAL To 60 cccr / BASIC..WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL,•APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK N'LESS THAN 7'-9- 1--GREATER OR EQUAL THAN T-9"AND I-GREATER OR EQUAL THAN/2'-3` ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (N ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE I A.S.& ULTIMATE A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES o'- 15, 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 5ZJ 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END AND OR > 15'-20' 80.4 48.2 707.6 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 . 90.8 54.5 ANDEFOR ALL ROOF ZONE CONDITIONS >20'-25' 83.6 - 50.2 111.9 6Z 1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-30' 66.2 51.7 115.5 69.3 82.4 49.4 .107.7 64.6 77.3 46.4 _ 97,4 58.4 **L ACCORDIONSPANEL LENGTH. >30'-40' ,90.7 54.4 121.4 72.8 86.6 52.0 1 f3.3 65.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BANANA SHUMER HEIGHT. 94.3 56.6 126.2 75.7 90.0 54.0 71Z7 70.6 84.4 50.6 706.5 63.9 >50'-60' 97.3 5B.4 130.3 78.2 92.9 55.7 121.5 72.9 - 87.2 52.3 *atat PRODUCTS WHICH BUR A 109.9 65.9 MGNI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE_ FOR COMPONENTS & CLADDING(8S.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS - RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) ' PEppf �111 �E1G0 PEAK L• LESS THAN 12-3' I-GREATER OR EQUAL THAN 12'-3- ROOF 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 1700.E . 84.3 50.6- 748A "'89.0 BUILDING SCH£MA77C > 70'-80' 93:6 .2 171.E 86.2 51.7 151.9 91.1 - >Bo'-Bo' 95.6 5Z4 175.2 105.1 88.0, 52.8 155.0 93.0 >90'- loo' 9Z3 5B.4. 178.4 10Z4 89.7 518 157.9. 94.7 i TOO'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0dZ8 ` ��I�AYIIAAAA111I > 120'- 140' .IOJ.2 61.9 189.2 113.5 •95.1 57.1 16Z4 �`` ATi(> 140'- 160' 105.6 63.4 193.6 116.2 97.3 58.4 171.J ,> 160'- 180' 107.8 64.7 19Z6 118.6 99.J 59.6 174.9 yN;••\yGENse ''•> 180'-2DO' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 No.44167 •'>200'-250' 114.1 68.5 209.2 125.5 105.2 63.1 785.1 C11y-J>250'-300' llZ8 70.1 216.0 129.6 108.5 '65.1 191.1 I>JOo'-J5O' 121.0 72.6 221.9 1JJ.1 111.5 66.9 196.3 i� -a'•. STATE OF �9 >J50'-400' 123.9 74.3 227.7 136.3 114.1. 685 200.9 120.5 > . 5 205.1 f23.12 7 93 >450'-500' 128.8 77.3 236.1 141.7 1 118.E 1 71.2 1 208.9 12SJ �IQffSt 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(7th EDITION)FLORILAA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,Sr.LUCIE&INDIV4 RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING A EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. STORM PANELS,2.)-THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02020 TILT£CO3 INC ASCE LS,ACC �'WIND PRESSURE CHART NORDION&BANANA SHUTTERS 4 DRAWNN BY 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT./I BLDCS WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. OB/S!/2020 L E C O DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. T1LUT l=T/NG&ENGINEERING COMPANY WIND PRESSURE CHART 6.ixa N.W.Satq Sr.sIt J0.T,V4TCwu [ITS H..Uiaa BASIC WIND SPEED c 170 mph 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 N.W. ,(s0a)an-rvo,Taa:(w3/eTr-rA EXPOSURE 0,Kd=0.85 ZD- 17 THE CONTRACTOR OR PERMIT HOLDER(.p.,SPREADSHEET,OPENING SCREDULE/TAKE OFF SHEET,EM). FJ-0006719 xn x �rt xM rx x art ORAWIN0 No WALTER a 77LL J Jr.P.E. FLORIDA Llc. 44167 r a0 rT-rH aV7 a SHEET 1 OF 1