Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Engineering
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (gS.F.) FOR ASCE 7-16 - P£AK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET It BASIC WIND SPED - 170 mph RISK CATEGORY U BUILDINGS File Copy RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) CODE COMPLIANCE ST. %1E CC4� TY ry PEAK I-LESS THAN 7'-9' 'L•'GREATER OR EQUAL 2HJ T-9'AND I-GREATER OR EQUAL THAN 12'-3' ��� /74, ROOF LESS THAN 12'-3' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES .} 0'- 15, 76.4 45.8 102.4 1 61.4 73.0 43.8 95.5 57J 65.5 1 41.1 1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 IO76 64.6 76.8 46.1 100.4 60.2 72.0 4J.2 90.8 54.5 AND FOR ALL ROOF >z0'-zs' 83.6 50.2 111.9 67.1 79.8 479 f04.4 62.6 74.8 44.9 94.4 56.6 s[oP£s: >TS=JQ' '86.2 51.7 115.5 69.J 82.4 49.4 107.7 64.6 77.J 46.4 97,4 58.4 * L q�RDIOH SHUTIEGR >JO'-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 BANANA SHUTTER HEIGHT. ` >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 6J.9 *** PRODUCTS WHICH BEAR A >50'-50' 97.3 58.4 1JO.J 78.2 92.9 55.7 121.5 72.9 B7.2 52.J l09.9 65.9 MNNI-DARE COUNTY OR A STATE OF fLOq/DA APPROVAL BUILD/NG's PEAK ROOF HEIGHT vs DESIGN WINO PRE_SSE FOR COMPONENTS & CLADDING (8S.F,)FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET qr BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL. APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) (2[1 EWED j FEB 0 Y 2022 R°DNS PEAK L"LESS THAN 12-3' I-GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE I A.S.D. ULTDOITE A.S.D. ULTIMATE I A.S.D. _ >60'- 70' 91.5 54.9 167.7 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 66.2 51.7 151.9 91.1 >'80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0 >9Q'- too' 97J 58.4 178.4 1074 89.7 53.8 1579 94.7 > 100'- 120' 00.5 60.J 184.2 110.51 92.5 55.5 163.0 97.8 ��HIIIIIAAAIIIl1lIMA > l2O'- 140' r03.2 f89.2 113.5 95.1 571 1674 100.4 `������! V,A:.Ti<</TgA'ii > 140'- 160' 105.6 63.4 193.6 116.2 97J 58.4 171.3, 102.8 Q•, d i - - - ----- ->-16Q'---1Bo'-107E--64.7-197.6--1-18.6=--99.3---59.6--174.9--104.9-- - _--_ -- '�._ \CENSF •.P > 180'-200' 109.e ss.s zo1.J r2o.a ro1.1 so.7 17a.r fo6.s 3 0.44167 >2oo'-25o' 114.1 68.5 209.2 1 125.5 105.2 63.1 185.1 111.1 >250 -300. 1178 70.1 216.0 129.E 108.5 65.1 191.1 114.7 -O STATE OF .•� >300'-350' 121.0 72.6 221.9 1JJ.1, 111.5 66.9 196.3 117.8 ?9.• •SAC[ >J50'-400' 123.9 74.3 227.1 1J6.3 114.1 68.5 >400'-450' 126.4 75.8 2J1.8 139.1 116.5 69.9 -. - - -- -- -- - -. >-450'-500' 128:B-=77.3--2J6..1... r41:7--1-18.6--7L2= 20B:9--125.3=. ..- - - - - - --.- - -- - ---. 4._ '"""Ipl AIN����` -- --_-- - NO 1.)THIS CERTIFIED SIGNED AND SCALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FORA BASIC WIND SPED OF 170 MPH,AND 2020(701 EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MAR77N, Sr. LUCIE&IND14N RIVER COUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02020 Tor£c0,INC ASCE 7-16/ WIND PRESSURE CHART MP 2.)*THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&BAHAMA SHUTTERS DRAWN BY 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WINO PRESSURE BASED ON THIS GENERIC WINO LOAD CHART. RISK CAT. II BLDOS 0 612 512 0 2 0 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O 1 N C, • DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. TILLIT TESTING&ENGINEERING COMPANY WIND PRESSURE CHART aw Nw.JSDr.Se St.."A mumeLapOvs rt MtgeBASIC WIND SPEED= 170 mph 2D-'17 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 vnon.:p&goTI-15J5.ro (. 571-1.1 EXPOSURE D,Kd n 0.85 THE CONTRACTOR OR PERMIT HOLDER(e.p.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET ETC.). CA-0006719 5n:w 5o�.mnuv an xry R. 5rswmox DRAWING No WALTER A TILLIT Jr.P.E FLTERA Ue.P 44167 SAD 1T-1aF SHEET 1 Of 1