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OVADZ O'S PEAK ROOF HEIGHT vs nc_slnu WIND PRESSURE FOR COMPONENTS & CLADDING (PS-F.) FOR ASCE 7-16 PEAK ROOF HE/GHr LESS THAN OR EQUAL TO 60 FEET lr BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L• LESS THAN 7'-9' L-GREATER OR EQUAL THAN 7'-9'AND L-'GREATER OR EQUAL THAN 12'-3' ROOF LESS THAN 12'-3 HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE I A.S.D. ULnMATE A.SD. ULTIMATE A.S.D. ULTIMATE A.S.O. * INDICATED DESIGN WIND PRESSURES 0'- 15, 76.4 45.8 102.4 61.4 73.0 4J.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM£ND ZONE AND INTERIOR ZONE CONDITIONS > r5'-20` 80.4 48.2' 1076 64.6 -76.8-- --46.1" 100.4. ..60.2 ---72.0 43.2 - 90.8 � =-54.5 AND FOR ALL ROOF - _ _ _ _ , __ ___ SLOPES. >2D'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 g4,4 56.6 **L=STORM PANEL LENGTH, >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 4 46. 974 58.4 ACCORDION SHUTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 6B.0 81.2 48.7 102.4 61.4 SHUTTER SLADE HEIGHT,GTH OR BAHAMA >40'-50' 94.3 56.6 126.2 75.7 90.0 54.6 1177 70.6 84.4 1 50.6 f06.5 63.9 * * PRODUCTS WHICH BEAR A 973 58.4 130.3 78.2 92.9 55.7 121.5 72.9 872 52.3 109.9 65.9 MIAMI-DADE COUNTY OR A STATE Of FLORIDA APPROVAL BUILDING'S PEALS ROOF HEIGHT vs DESIGN WINO PRESSURE FOR COMPONENTS & CLADDING (P S F,) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET dr BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) REVIEWED FOR' QEoOf 5 C V CVk CODE CONIPLIANCf- PEAK LLESS THAN 12-3' L-GREATER OR EQUAL THAN 12'-3' �y ROOF BOCC HEIGHT POSITIVE NEGATIVE POSIT" NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. >BD'-7O', 91.5 54.9 16Z7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >GO,-9o, 95.6 57.4 175.2 105.1 88.0 52.6 155.0 93.0 >90'- 100' 973 55.4 178.4 107.4 89.7 53.8 1579 94.7 > too'- t2o' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 978 +„11111111111II1IIII� > 140'- 160' 105.6 '`63.4 193.6 116.2 973 58.4 171.3 102.e BSF ' EN IC(�T� > 160'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > ISO--200' 109.8 65.9 201.J 120.E 101.1 60.7 176.1 106.9 - N0.44167 >200'-250' 114.1 66.5 209.2 125.5 105.2 63.1 165.1 111.1 >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 174.7 FILE COPY = >300'-35o' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117E �.. STATE OF >350'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 >400'-450' 12B.4 75.8 231.E 139.1 116.5 69.9 205.1 123.1 >450'-500' 12B.8 773 236.1 141.7 118.6 71.2 208.9 125.3 ) •��"'�"T/`1I'�rl1i(11������` NO 1.)THIS CERunED SIGNED AND SEALED WIND LOAD HART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF I70 MPH,AND 2020(7th EDITION)FLORIDA BURRING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02020 TILTECO,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 PANED ACCORDION&BAHAMA SHUTTERS ssa DRAWN 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. 1/BLDGS 0612312020. WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O 1 N e. WIND PRESSURE CHART °ATE (.)THIS WINO LOAD CHART SHALL BE CONSIDERED INVALID If ALTERED BY ANY MEANS, 77LUT TESTING&ENGINEERING COMPANY - .w Nw.ml se.SI...wS,vO.CwN wRDn4 a 1f146 BASIC WIND SPED= !0. mph 20-117 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 Pnem:(AQS)Bn-1ST4• :(Jas)an-I311 EXPOSURE D.Kd=0.85 THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,ETC.). C4-0006719 DRAWING No WALT£R A nLLIT Jr.P.E. FLORIDA U0.144167 IT-Io1 71T SHffI I Of I