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ENGINEERING
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS B.• CLADDING (&S.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 cccr � BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS g� RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) r,H� e COPY R 'VIEWED FOR OODE PEAK L-LESS THAN 7'-9' L"GREATER OR EQUAL THAN 7'-9"AND L•GREATER OR EQUAL THAN 12'-J" COMPLIANCE ROOF LESS THAN 12'-J' S'T. LY IE 43OUNTY HBGHT POSITIVE NEGATIVE POSITIVE NEGATIVE P05/77VE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULT/HATE A.S.O. * INDICATED DESIGN WHO PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 730 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUM END > 15'-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 ROZONE AND IOF OR ZONE CONDITIONS >20'-25' B3.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77J 46.4 97.4 58.4 **L ACCORDION SHUTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 jpp,4 5i,4 EL40E LENGTH OR BAHAMA SHUTTER HEIGHT. '94.3 56.6 '126.2 .75.7 90.0 54.0 117.7 70.6 B4.4 50.6 106.5 63.9 *** PRODUCTS WHICH BEAR A 97.3 55.4 1JO.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MMMI-DARE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P3.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 cccT�t BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) 0E1D�t PEAK L'•LESS THAN 12-3" L-GREATER,OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSHTVE NEGATIVE (h) ULTIMATE A.S.O. ULTIMATE A.S.D.- ULTIMATE A.S.D. ULTIMATE A.S.D. , >60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 1 148.4 89.0 BUILDING SCHEMATIC >70'-80' 93.6 56.2 171.6 103.0 86.2 51.7' 151.9 91.1 >80'-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0 >90'- too' 97.3 58.4 178.4 f07.4 69.7 53.8 157.9 94.7 > 100'- 120' 100.5 60.J 184.2 110.5 92.5 1 55.5 163.0 97.8 `\",,,I A i ��11iAAAA lOJ.2 61.9 789.2 95.1 57.1 167.4 100.4 ��� > 140'- 160' 705.E 63.4 793.E .2 97.J 58:4 177.3 102.8 """••., d �i > 160'- 160' l078 64.7 1976 71816 99.3 59.6 174.9 104.9 �.�y�; �,yGENgF •.,:P > 180'-200' 109.8., 65.9 201.J 120.6 .101.1 60.7 17B.1. 106.9 N0.44167 >200'-250' 174.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >25o'-3o0' 117.8 70.1 276.0 129.6 108.5 65.1 191.1 114.7 = ; >Jo0'-J5o' 121.0 ;72.6 221.9 133.1 111.5 66.9 196.J 117.E �: STATE OF >350'-400' 12J.9 .74.3 227.1 1J6.3 114.1 60.5 200.9 120.5 -.--.- -- --_ _>450'-5o0' 128.8 77.J 216.1 J11 1L7 118.E 7�.2 208.9 125.3 / �,' Tpl IAg1��G`�``` MOTES, 1.)THIS muniO SIGNED AND SEALED WIND LCAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDMON)FLORIDA BUILDING CODE-BROWARD,PALM B£AC14 MARTIN, Sr. LUCIE&INDOW RNER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 1.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER If USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02020 TILTECO,INC ASCE 7-16/ WIND PRESSURE CHART M.PSTORM PANELS ACCORDION&BAHAMA SHUTTERS DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHARTT, RISK CAT.lI BLOCS OB WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 12312020 IL E C O INe•d.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID If ALTERED BY ANY MEANS. WIND PRESSURE CHART DATE TIWi TESTING&ENGINEERING COMPANY BASIC WINO SPEED= 170 m W!N.W.d6N St Slr.JOA,VIRGPIN 04pGGENS R.AIEE Ph 6.)DESIGN WIND LOAD SELECTED HOLDER THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Pna..:rJ0!)e714-00.719 6rwlesr-At EXPOSURE D,Kd=0.85 20-117 THE CONTRACTOR OR PERMIT HOLDER(.g.,SPREADSHEET,OPENING SCHEDULE/LAKE Off SHEET,ETC.). CA-0006719 An:N. oaa�vrwr an Anc x. urt DRAWING Na WALTFR A TIL Jr.P.E FLORIDA LIa 44167, a0 rT-r.. TAnm i SHEET 7 OF I F i