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F UAWNG S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (&S F.) FOR ASCE 7=16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET al file copal. BASIC WIND SPEED 170 mph RISK CATEGORY ll BUILDINGS n P -}!��'b� Rf5/D£NTWL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) �✓ Yi RECEIVED .,-ODE COMPLIANCE PEAK L••LESS THAN 7'-9' L••GREATER OR EQUAL THAN 7'-9'AND L••GREATER OR EQUAL THAN 12'-3• ROOF AUG 19 2021 ®CC�l2Qlu LESS THAN 12'-S' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE N£6AT/Vf $l,Lucia County PBff11111111Q (h) ULTIMATE A.S.D. ULTIMATE FAID. ULTIMATE I A.S.D. I ULTIMATE I A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. •� INDICATED DESIGN WIND PRESSURES O'- 15, 76.4 45.8 102.4 1 61.4 7J.0 4J.8 95.5 5ZJ 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 1076 64.6 _ 76.8 - 46.1 -100.4 60.2 72.0 4J.2 - 90.8 54.5 AND FOR ALL ROOF >20'-25' 83.6 50.2 111.9 67.1 79.8 4Z9 104.4 62.6 74.8 44.9 -94.4 56.6 .. SLOPES **L=STORN PANFL LENGTH, L40'-50' 86.2 51.7 115.5 69.3 82.4 49.4 f07.7 64.6 77.3 46.4 9Z4 58.4 ACCORDION sxuTTfR BLADE LENGTH OR BANANA 90.7 54.4 121.4 72.8 86.6 52.0 113.3 6B.0 B 1.2 48.7 102.4 61.4 SHUTTER HEIGHT. 94.J 56.6 126.2 75.7 90.0 54.0 11Z) 70.6 84.4 50.6 106.5 63.9pRODUClS WHICH BEAR A 97.J 58.4 1J0.3 78.2 92.9 55.7 121.5 72.9 87.2 52.J 109.9 65.9 MMMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET d� B451C WIND SPEED = 170 mph RISK CATEGORY 1/BUILDINGS RESID£NTAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PR0 p0GO PEAK L••LESS THAN 12-3• 1-GREATER OR EQUAL THAN 12'-3' HOOF POSITIVE NEGATIVE POSITIVE NEGATIVE HEIGHT (hJ ULTIMATE AS.O. ULTIMATE A.S.O. ULTIMATE A.S.O. LILT/MAT[ A5.0. >60'- 70' 91.5 1 54.9 16Z7 100.6 84.3 50.6 148.4 59.0 BUILDING SCHEMATIC >70'-BD' 9J.6 1 56.2 171.6 103.0 86.2 51,7 151.9 91.1 >'BW-90' 95.6 5Z4 175.2 105.1 88.0- 52.8 155.0 9,Z0 >90'- fool 97.3 58.4 178.4 1OZ4 89.7 53.B 1579 94.7 > too'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 9Z8 �pAIIII > 120'- 140' IOJ.2 61.9 189.2 17J.5 95.1 57.1 16Z4 100.4 > 140'- f60' 105.6 63.4 193.6 116.2 9Z3 58.4 171.J 102.8 Soya?�••' tvENSF''!����% > 160'- 180' 1OZ8 t ..64.7, 197.6 1 118.6 i 99.3 59.6 174.9 104.9 > 180'-200' 109.8 65.9-` 201.J 120.8 101.1 60.7 178.1 106.9 No.44167 '. >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 %A'• STATE OF .•� >300'-J50' 121.0 72.6 221.9 1J3.1 111.5 66.9 196.J 117.8 ?9'•, :'�� >J50'-400' 123.9 74.3 227.1 136.3 114.1 6B-5 200.9 120.5 N >400'-aso' 126.4 75.8 2J7.8 139.1 176.5 69.9 20ST 12J.1 >450'-500' 128.8 77.3 238.1 741.7 178.E 71.2 208.9 125.3 ""'�/IINI Illlll�" ' 1.)TH�RTIFIED 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)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN,ST. LUCIE&INDIAN•RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ozozD mlErn,INC ASCE 7-16/ WIND PRESSURE CHART 'M.P 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&BAH00 SHLHTERS DRAWN-BY S)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GAT, II SLOGS 06125120 2 0 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES 1 L E C O 1 . WIND PRESSURE CHART DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS TILL/T TESTING&ENOINEEMNO COMPANY sass N.N.JNn.M sx..iw,vwcuw rwa0wi rL.arse BASIC WIND SPEED= 170 mph ZQ-117 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 Pso�.:(aw)en-rsf0.r:ryaflen-rift EXPOSURE D,Kd=0.85 THE CONTRACTOR OR PERMIT HOLDER(o.p.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). C4-0006719 Arv.x. WSC,lYm6 art nn:M ooxsvnox arc DRAWING No WALTER A "'I Jr.P. rT-roE �� � FLORIDA UP.b 44167 SHEET I OF 1