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Home My WebLink AboutEngineering BUILDING'S PEAK ROOF HEIGHT va DESIGN-WIND PRESSURE FOR WMPONENTS a•-CLADDING-(P A) F R ASCE 7-18 = PEAK ROOF H£/GuT TINS THAN OR EQUAL TO 60 FEET* -- --- -- - BASIC WIND SPEED - 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 1-GREATER OR EQUAL-THAN 7'-9-"AND RECEIVED PEAK I-LE53 THAN T-9" I-GREATER OR EQUAL THAN!2'-J" ROOF � LESS THAN IT'-J" _ - HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE Mn•'�4 j�1� (h) ULTIMATE A.S.D. ULBMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. YGT(•SC.Lucie CDun4'AtW.9 D `i"MC11t INDICATED DESIGN WIND PRESSURES 0'- 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 5Z.3 68.5' 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUM END > 15'20' 80.4 48.2 /07.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS 96.8 54.6 AND FOR ALL ROOF >20'25' 83.6 50.2' 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 f07.7 64.6 77.3 46.4 97.4 58.4 **L ACCORRDIONESHuiTEER >J0'-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 BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 1 56.6 1 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 •yY,yL* PRODUCTS WHICH BEAR A >50'-50' 973 1 58.4 1 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 N/ANT-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs D£SlGN W/ND PRESSURE FOR COMPONE NE TS A CLADDING(P.S.F.) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET K BASIC WIND SPEED = 170 mph RISK CATEGORY Y BUILDINGS ' RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) 00f, l� E�A PEAK M•LESS THAN 12-J" L••GREATER OR EQUAL THAN,12'-J" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-.7D' 91.5 .54.9- 1677 100.6 84.3 50.6 148.4, 89.0 BUILD/NQ SCHEA/AT/C > 70'-80' .936 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >60'-90' 95.6 57.4 175.2 1 105.1 88.0 52.8 155.01 1 93.0 >9o,- TOO' 97:3 58.4 178.4 1 107.4 89.7 53.8 157.9. 94.7 > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.Oj: 978 > 140'- 160, 105.6 63.4 193.6 116.2 97.3 58.4 171.3 102.8 > IGO'- 1Bo' 107.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9 �,�(� S�Q:•'�,\GENSF •'•.P��: > 180'-200' 109.8 65.9 201.J 120.8 ---- - -------------- - - -- - - - 101.1 60.7 178.1 -11056...9 >200',-250' 114.1 68. 209.2 125,5 8 No.4*4 16 7 5 . 5. 00 91178 70.I 21s.0 129.6 10.5 1 >250'- ' 11, 114.7 > - 9 STATE Of 121.0 72.6 221.9 133.1 1I1.566.9 16,3117.8 09> 123.9 74.3 2271 136.3 114.1 6B.5 2 120.5� � 23�> B128.8 7. ��!•i�� ,�rwFi11 -NOYES., 1.)THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC WIND SPEED OF I-MPH,AND 2020(71h£OIPQN)fLORIDA BUILDING CQDE-BROWARD,PALM BEACH, MARAN,Sr. LUCIE&INDOW RNER COUNBES 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 N.P 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY-THIS ENGINEER It,USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS ACCORDION&&HAMA SHUTTERS"s DRAWN BY J.)CONTRACTOR OR PERMIT HOLDER To BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. RISK CAT.ll BLOCS OB DATE TO IL E C O INC. DATE ' /.)THIS WIND LOAD CHART SHALL BF CONSIDERED INVALID IF ALTERED BY ANY MEANS. � � WIND PRESSURE CHART TYLLIT TEST/NO t ENOINEER/NO COMPANY BASIC WIND SPEED= (70 m h &W NW.J6tn,SI SN.J0;NRWNLI GV1p[N£2 J1I40 P 1.)DESIGN TRA LOAD SELECTED O THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Pnon.:(aaTjeTrA-0 .71:(,iwJen-rin EXPOSURE D,Kd 0.85 YD-f I7 THE CONTRACTOR OR PERMIT HOLDER(e.p.,SPREADSHEET,OPENING SCHEOULE/IAKf OFF SNfFT,E/R). (:A-07ILLJ Jr. DRAWING Na WALTER A. ALDr J P.E. '�^'' °+T°r� drs m.w mnvnar ars FLORIDA Lk./44I67 an rT-ray SHEET 1 OF !