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760 SAILFISH DR - TRUSSES• . TCI (11 .11r Site Information___ COPY Royal Palms Lot 19,Duval OFFICE COPY i T Structural Engineer of Record Derek B.Murray PE No.71457 4745 Sutton Park Court,Suite 402 TrueHouse Jacksonville, FL 32224 WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 740 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 00 psf+ NCLL 10 psf BCLL 00 psf Exposure B BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v16.00.000 This Package inlcudes 33 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB IDTRS ID DATE NO JOB ID TRS ID DATE 1 65570 HJO1 9/1/2016 31 65570 T24 9/1/2016 2 65570 HJO2 9/1/2016 32 65570 T26 9/1/2016 3 65570 J01 9/1/2016 33 65570 T27 9/1/2016 4 65570 J02 9/1/2016 5 65570 J03 9/1/2016 6 65570 J04 9/1/2016 7 65570 J05 9/1/2016 8 65570 101 9/1/2016 9 65570 102 9/1/2016 10 65570 103 9/1/2016 11 65570 104 9/1/2016 12 65570 105 9/1/2016 13 65570 106 9/1/2016 14 65570 107 9/1/2016 15 65570 108 9/1/2016 16 65570 109 9/1/2016 17 65570 T10 9/1/2016 18 65570 T11 9/1/2016 19 65570 T12 9/1/2016 20 65570 113 9/1/2016 21 65570 T14 9/1/2016 22 65570 115 9/1/2016 23 65570 T16 9/1/2016 24 65570 117 9/1/2016 25 65570 T18 9/1/2016 26 65570 119 9/1/2016 27 65570 T20 9/1/2016 28 65570 T21 9/1/2016 t 3tt11►I�� 29 65570 T22 9/1/2016 ` �`� MUR q)ll 30 65570 - T23 9/1/2016 ~`. N S � ',i',i - G Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida .v 1 ab7 Engneer Business No.7547-4745 Sutton Park Court.Suite 402 Jacksonville,FL 32224(904)82 +5260 N O if*/\ The seal on this index sheet indicates acceptance of professional engineering responsibility solely faithe 11� Truss Design Drawings listed above and attached.The suitability and use of each drawing for any • : i particualr building is the responsibility of the Building Designer,per ANSI/IP!1-2002 Section 2 + + A PES �:� With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance wig Rule 61G15•23.002(2)and 61G15-31.003 of the Florida Board of Professional Engneers �� Pi Q R. �`� ,,, ` s;o 0 Job#65570 BEARING INFORMATION .., ,.. .,:« WOOOTRUSS QTY I SPAN DESCRIPTION BRG# REACTION UPLIFT 6 09'09"05 HJO1 HIP_JACK 3.54/12 Pitch 1 -Ply 1 279.45 86.00 2 334.87 40.00 3 19.71 7.00 6 09'09"05 HJO1 HIP_JACK 3.54/12 Pitch 1 -Ply 1 279.45 86.00 2 334.87 40.00 3 19.71 7.00 1 03'10"09 HJ02 HIP_JACK 3.54/12 Pitch 1-Ply 1 134.44 51.00 2 47.11 5.00 3 26.17 8.00 1 03'10"09 HJO2 HIP_JACK 3.54/12 Pitch 1-Ply 1 134.44 51.00 2 47.11 5.00 3 26.17 8.00 14 01'00"00 J01 JACK 5.00/12 Pitch 1-Ply 1 183.93 40.00 2 34.53 9.00 3 73.60 24.00 14 01'00"00 J01 JACK 5.00/12 Pitch 1-Ply 1 183.93 40.00 2 34.53 9.00 3 73.60 24.00 12 03'00"00 J02 JACK 5.00/12 Pitch 1-Ply 1 199.63 25.00 2 37.25 0.00 3 57.45 21.00 12 03'00"00 J02 JACK 5.00/12 Pitch 1-Ply 1 199.63 25.00 2 37.25 0.00 3 57.45 21.00 12 05'00"00 J03 JACK 5.00/12 Pitch 1 -Ply 1 256.09 28.00 2 66.83 0.00 3 112.39 38.00 12 05'00"00 J03 JACK 5.00/12 Pitch 1 -Ply 1 256.09 28.00 2 66.83 0.00 3 112.39 38.00 24 0700"00 J04 EJACK 5.00/12 Pitch 1 -Ply 1 317.63 32.00 2 95.78 0.00 3 163.85 54.00 24 07'00"00 J04 EJACK 5.00/12 Pitch 1-Ply 1 317.63 32.00 2 95.78 0.00 3 163.85 54.00 1 02'10"00 J05 EJACK 5.00/12 Pitch 1 -Ply 1 195.51 25.00 2 34.72 0.00 3 52.44 19.00 1 02'10"00 J05 EJACK 5.00/12 Pitch 1 -Ply 1 195.51 25.00 2 34.72 0.00 3 52.44 19.00 1 43'09"00 T01 HIPS 5.00/12 Pitch 1 -Ply 1 1256.48 197.00 2 4433.99 710.00 3 1255.09 197.00 1 43'09"00 T01 HIPS 5.00/12 Pitch 1 -Ply 1 1256.48 197.00 2 4433.99 710.00 3 1255.09 197.00 1 43'09"00 T02 HIPS 5.00/12 Pitch 1 -Ply 1 708.55 99.00 2 1665.49 236.00 Page 1 of 4 • Job#65570 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 707.37 99.00 1 43'09"00 T02 HIPS 5.00/12 Pitch 1 -Ply 1 708.55 99.00 2 1665.49 236.00 3 707.37 99.00 1 43'09"00 T03 HIPS 5.00/12 Pitch 1-Ply 1 1501.52 215.00 2 1501.52 215.00 1 43'09"00 T03 HIPS 5.00/12 Pitch 1 -Ply 1 1501.52 215.00 2 1501.52 215.00 1 43'09"00 T04 HIPS 5.00/12 Pitch 1-Ply 1 1614.63 214.00 2 1615.07 214.00 1 43'09"00 T04 HIPS 5.00/12 Pitch 1-Ply 1 1614.63 214.00 2 1615.07 214.00 1 43'09"00 105 HIPS 5.00/12 Pitch 1-Ply 1 1652.60 27.00 2 1574.44 20.00 1 43'09"00 T05 HIPS 5.00/12 Pitch 1-Ply 1 1652.60 27.00 ' 2 1574.44 20.00 II 1 43'09"00 T06 HIPS 5.00/12 Pitch 1-Ply 1 1682.54 24.00 2 1604.49 18.00 1 43'09"00 T06 HIPS 5.00/12 Pitch 1-Ply 1 1682.54 24.00 2 1604.49 18.00 2 43'09"00 T07 HIPS 5.00/12 Pitch 1-Ply 1 1649.82 20.00 2 1577.22 14.00 2 43'09"00 107 HIPS 5.00/12 Pitch 1-Ply 1 1649.82 20.00 2 1577.22 14.00 2 43'09"00 T08 HIPS 5.00/12 Pitch 1-Ply 1 1642.62 16.00 2 1564.42 9.00 2 43'09"00 T08 HIPS 5.00/12 Pitch 1-Ply 1 1642.62 16.00 2 1564.42 9.00 2 43'09"00 T09 COMN 5.00/12 Pitch 1-Ply 1 1642.62 13.00 2 1564.42 7.00 2 43'09"00 T09 COMN 5.00/12 Pitch 1-Ply 1 1642.62 13.00 2 1564.42 7.00 IS 1 43'09"00 T10 COMN 5.00/12 Pitch 1-Ply 1 1587.08 21.00 2 1508.50 15.00 1 43'09"00 T10 COMN 5.00/12 Pitch 1-Ply 1 1587.08 21.00 2 1508.50 15.00 1 43'09"00 T11 COMN 5.00/12 Pitch 1-Ply 1 1562.17 24.00 2 1456.74 18.00 1 43'09"00 T11 COMN 5.00/12 Pitch 1-Ply 1 1562.17 24.00 2 1456.74 18.00 1 43'09"00 T12 COMN 5.00/12 Pitch 1-Ply 1 1505.79 211.00 2 1505.79 211.00 1 43'09"00 T12 COMN 5.00/12 Pitch 1-Ply 1 1505.79 211.00 2 1505.79 211.00 1 43'09"00 T13 COMN 5.00/12 Pitch 1-Ply 1 677.81 107.00 2 889.56 107.00 3 892.89 108.00 4 677.31 107.00 1 43'09"00 T13 COMN 5.00/12 Pitch 1 -Ply 1 677.81 107.00 2 889.56 107.00 Page 2 of 4 Job#65570 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 3 892.89 108.00 4 677.31 107.00 1 43'09"00 T14 COMN 5.00/12 Pitch 1-Ply 1 690.18 106.00 2 844.81 109.00 3 847.37 110.00 4 689.95 106.00 1 43'09"00 114 COMN 5.00/12 Pitch 1 -Ply 1 690.18 106.00 2 844.81 109.00 3 847.37 110.00 4 689.95 106.00 1 26'06"00 T15 SPEC 5.00/12 Pitch 1-Ply 1 939.45 25.00 2 939.45 27.00 1 26'06"00 T15 SPEC 5.00/12 Pitch 1-Ply 1 939.45 25.00 2 939.45 27.00 1 26'06"00 T16 SPEC 5.00/12 Pitch 1-Ply 1 939.45 22.00 2 939.45 30.00 1 26'06"00 T16 SPEC 5.00/12 Pitch 1 -Ply 1 939.45 22.00 2 939.45 30.00 1 26'06"00 T17 SPEC 5.00/12 Pitch 1-Ply 1 992.74 152.00 2 1339.17 186.00 1 26'06"00 117 SPEC 5.00/12 Pitch 1-Ply 1 992.74 152.00 2 1339.17 186.00 1 23'00"00 T18 COMN 5.00/12 Pitch 1-Ply 1 828.72 15.00 2 746.11 8.00 1 23'00"00 T18 COMN 5.00/12 Pitch 1 -Ply 1 828.72 15.00 2 746.11 8.00 1 23'00"00 T19 COMN 5.00/12 Pitch 1-Ply 1 825.41 115.00 2 825.41 115.00 1 23'00"00 T19 COMN 5.00/12 Pitch 1-Ply 1 825.41 115.00 2 825.41 115.00 1 23'00"00 T20 HIPS 5.00/12 Pitch 1 -Ply 1 825.41 109.00 2 825.41 109.00 1 23'00"00 T20 HIPS 5.00/12 Pitch 1-Ply 1 825.41 109.00 2 825.41 109.00 1 23'00"00 T21 HIPS 5.00/12 Pitch 1 -Ply 1 825.41 117.00 2 825.41 117.00 1 23'00"00 T21 HIPS 5.00/12 Pitch 1 -Ply 1 825.41 117.00 2 825.41 117.00 1 23'00"00 T22 HIPS 5.00/12 Pitch 1-Ply 1 1812.31 285.00 2 1812.31 285.00 1 23'00"00 T22 HIPS 5.00/12 Pitch 1 -Ply 1 1812.31 285.00 2 1812.31 285.00 2 08'11"00 T23 HIPM 5.00/12 Pitch 1 -Ply 1 544.05 90.00 2 736.39 105.00 2 0811"00 T23 HIPM 5.00/12 Pitch 1-Ply 1 544.05 90.00 2 736.39 105.00 8 08'11"00 T24 MONO 5.00/12 Pitch 1 -Ply 1 402.03 34.00 2 264.19 55.00 8 08'11"00 T24 MONO 5.00/12 Pitch 1 -Ply 1 402.03 34.00 2 264.19 55.00 Page 3 of 4 Job#65570 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 02'10"00 T26 MONO 5.00/12 Pitch 1-Ply 1 635.22 20.00 2 295.53 15.00 1 0210"00 T26 MONO 5.00/12 Pitch 1-Ply 1 635.22 20.00 2 295.53 15.00 2 08'11"00 T27 MONO 5.00/12 Pitch 1 -Ply 1 1043.97 0.00 2 919.37 80.00 2 08'11"00 T27 MONO 5.00/12 Pitch 1-Ply 1 1043.97 0.00 2 919.37 80.00 Total of Trusses 216 Maximun Height 0911"04 1 Page 4 of 4 -+D mr c?r .D 0 T CO J m CO :D Ul 'D U . 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C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 16 -4 C-D 17 60 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 123 -454 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 3 2-14• B-F 442 -105 F-E 0 0 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.89 to 55 plf at 0.00 C-F 120 -491 TC-From 2 plf at 0.00 to 2 plf at 9.77 BC-From 0 plf at -1.89 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- -18 lb Conc.Load at 1.46 TC- 115 lb Conc.Load at 4.29 TC- 225 lb Conc.Load at 7.12 BC- 9 lb Conc.Load at 1.46 BC- 75 lb Conc.Load at 4.29 BC- 134 lb Conc.Load at 7.12 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) TC 24 -1.84 9.77 BC 116 0.15 9.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include 8CSi 1-03, should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation Ronda Engineer 11*/\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 TSrueHouse PE No 60839 Jeffrey 58544 n pr No. Murray1457Jacqueline No. 499 and Michael G APEX 65570 Ply:1 SEAN:17713/T51/HIP_ 1560 Sailfish A Qty: 1 FROM: DRW: HJ02 Wgt:15.4 lbs ... I ... 09/01/16 12 C 3.54 I I co 9'3"10 CO N 3X4(A1)B p `�5 A1 8,1112 �� D 310"9 I- 1'10"10 >� 3'10"9 i Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA 8 134 /51 /- /- /- /7.7 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 47 /4 I- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - C 26 /7 /- I- I- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.003 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 D Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.154 C Min Brg Width Req= Load Duration:1.25 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Additional Notes A-B 16 -4 B-C 9 -5 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 1-6-0. Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC • Special Loads --(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) TC-From 0 plf at -1.89 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 3.88 BC-From 0 plf at -1.89 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 3.88 TC- -18 lb Conc.Load at 1.46 BC- 9 lb Conc.Load at 1.46 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.84 3.88 BC 45 0.15 3.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: ( r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. TM 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224.904.821.5200 APEX .- Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEQN:17695/T12/JACK 1560 Sailfish A Oty: 14 FROM: DRW: J01 Wgt:5.6 lbs ... / ... 09/01/16 12 5 C 3X4(A1 ) B 1 T Ali 10'6"15 1� o) 1C1- VP N Ali 10'1"2 I D �� f 1'4rf i 1' 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 184 /40 /107 /- /20 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 5 /12 /9 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -31 /31 /18 I- I- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):-0.000 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.291 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.038 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 29 0 B-C 28 -21 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-9-5. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fiditious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer if V Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APEX r Michael G Kozlowski Jeffrey P Ameson Derek B MurrayJacqueline E Rowland ueHouse PE No 60839 PE No 58544 PE No 71457 PE No.80499 65570 Ply:1 SEAN:176921 T11/JACK 1560 Sailfish A Qty: 12 FROM: DRW: J02 Wgt:11.2 lbs ... / ... 09/01/16 C 12 I T 0 5 9'4"15 11 in ti 3X4(A1) B o A1 N $r1rr2 i � D 3' H--- 1'4" i 3' AMaximum Reactions lbs Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DetUCSI Criteria ( ) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# LOC R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 200 /25 /107 /- 140 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /- /14 /- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C 57 /20 /23 I- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 f Bldg Code: FBC 2014 RES Max TC CSI: 0.334 D Min Brg Width Req= Soffit: 2.00 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.093 Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 A-B 29 0 B-C 22 -48 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"136"uses design values B-0 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spaang(in oc) Start(ft) End(ft) TC 24 -1.28 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1.03. should be used in conjunction with the architectural plans during installation614) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Honda Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224.904.821 5200 /AI-9A TrueHouse PE No6083910 r PE No 58544 PE No Murray7457JPE Nolin04990wlantl 65570 Ply:1 SEQN:17698/T9/JACK 1560 Sailfish A Qty: 12 FROM: DRW: J03 Wgt:16.8 lbs ... / ... 09/01/16 C 12 i 12'2"15 5 � in in N 0 3X4(A1)B N A0 10'1"2 011 D 5' - 1'4" 1 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 256 /27 /132 /- /60 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 D - - C 112 /37 /48 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL): 0.009 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.462 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.312 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 29 0 B-C 43 -59 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-5. NOTES: IC 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 61'1 I2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer � ■Ly.� Business No.7547.4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 fiV\ i 1 u eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland APE X PE No.60839 PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEAN:17701/T201 EJAC 1560 Sailfish A Qty: 24 FROM: DRW: J04 Wgt:23.8 lbs ... / ... 09/01/16 C 0 11'0"15 5 12 P Co Tr io Co Co 3X4(A1)B kA It _ 8'1'2 7 H1,4.. i 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 318 /31 /161 /- /80 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 96 I- /38 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - C 164 /54 /70 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.027 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.620 D Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.379 C Min Brg Width Req= Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h12 to h Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 A-B 29 0 B-C 63 -76 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-3-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (wi11hhI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 APEX X TrueHouse PE o.Michael 0839Kozlowski rey P No 58544�n PEPE N0.71457y JPE No.r80499 and 65570 'Ply:1 SEQN:17710/T47/EJAC 1560 Sailfish A thy: 1 FROM: DRW: J05 Wgt:11.2 lbs .. / ... 09/01/16 12 C 5 .' 9'4"1 ti 3X4(A1) B .- b 4"5 Parai_111=1.M.1111 i t+8'1"2 A ►�_ ►� D I 1'4" 2'1 0" 2'1 0" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CS1 Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IA Loc R Ili /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 196 /25 /105 /- /39 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 35 /- /13 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C 52 /18 /21 /- /- /1.5 Des Ld: 32.00 EXP:B HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.334 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.079 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 29 0 B-C 20 -44 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP f13 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP ft3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 2.83 BC 32 0.15 2.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-6-7. NOTES: 1.This drawing is not suftident alone for installation. Additional instrucbons accompanying this truss drawing,indude SCSI 1-03, should be used in conjunction with the architectural plans during installation. (110 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Ronda Engineer fi*/\ Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 k BAPEX TrueHouse PE No Michael PErNo 58544son Pre No Murray4.82171457 .5200 E80499 99owland 65570 Ply:1 SEQN:17821/T17/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T01 Wgt:228.2 lbs ... / ... 09/01/16 7' 147'10 21'10"8 251"6 36'9" 43'9" I7' I 77"10 7'2"14 I T2"14 I 7'7"10 I , 7' 12 06X6 04X10 raH1010 04X10 86X6 5 p C D T2 E F T3 G U / T T (a) a - W2 �(a (a) H 04X5(61) -�OD.� in 04X5(81)8 __ ;� 10'1.2 133 A _ -- W -; N M L0-X12 K J 05X7 13X4 13X4 5X7 1 271" 1 21'6"8 11 1'4" 610"4 T4"6 7'T'14 T7'14 7'4"6 610"4 1'4" F- II6'10"4 14'2'10 21'10"8 { 256"6 36'10"12 43'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.124 J 999 260 B 1256 /197 /- /- /- /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.245 J 999 260 L 4434 /710 /- /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.070 J - - H 1255 /197 /- /- I- 13.0 Des Ld: 32.00 EXP:B HORZ(TL):0.133 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.625 L Min Brg Width Req= 5.2 Soffit: 2.00 H Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.707 Bearings B,L,&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.975 C&C Dist a:4.37 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver.16.01.01.0531.12 PlatingNotes A-B 29 -8 E-F 2541 -402 Lumber B-C 382-2553 F-G 229 -1554 Value Set:13B(Effective 6/1/2013) Plate positions consider a 0.50 inch truss perimeter C-D 228-1552 G-H 384 -2561 Top chord 2x4 SP#2 edge distance. D-E 2541 -402 H-I 29 -8 :T2,T3 2x6 SP SS Dense: Purlins Bot chord 2x4 SP M-30 Maximum Bot Forces Ply(lbs) Webs 2x4 SP#3 In lieu of structural panels or rigid ceiling use purlins Maximhords Bo.0 Chord ChordsesPerTens. Comp. :W2,W4,W6,W8 2x4 SP#2: to laterally brace chords as follows: Lumber value set"136"uses design values Chord Spacing(in oc) Start(ft) End(ft) B-N 2296 -336 L-K 1481 -230 approved 1/30/2013 by ALSC TC 24 1.28 45.03 N-M 2267 -337 K-J 2275 -339 BC 120 0.15 43.62 M-L 1479 -230 J-H 2305 338 BracingApply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads and reactions based on MWFRS. Special Loads N-C 595 0 L-F 679 -4189 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right cantilever is exposed to wind C-M 118 -846 F-K 731 0 TC-From 55 plf at -1.33 to 55 plf at 7.00 Additional Notes M-D 730 0 K-G 119 -852 TC-From 28 plf at 7.00 to 28 plf at 36.75 D-L 678-4186 G-J 598 0 TC-From 55 plf at 36.75 to 55 plf at 45.08 The overall height of this truss excluding overhang is E-L 272 -922 BC-From 4 plf at -1.33 to 4 plf at 0.00 3-3-5. BC-From 10plf at 0.00 to 10plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 36.74 BC-From 10 plf at 36.74 to 10 plf at 43.75 BC-From 4 plf at 43.75 to 4 plf at 45.08 TC- 184 lb Conc.Load at 7.01,36.74 TC- 164 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,22.69,24.69.26.69,28.69.30.69 32.69,34.69 BC- 431 lb Conc.Load at 7.01.36.74 BC- 96 lb Conc.Load at 9.06,11.06,13.06.15.06 17.06,19.06.21.06,22.69,24.69,26.69.28.69,30.69 32.69,34.69 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. Should be used in conjunction with the architectural plans during installation (11111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Fonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE No.608391owski PE No 56544son PE No Murray1457JPE No.80 99owland 65570 Ply:1 SEQN:17808/T14/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T02 Wgt:210.0 lbs ... / ... 09/01/16 I9' I 157'14 I 21'10"8 I 28'1"2 I 34'9" I 43'9" 9' 6'7"14 6'2"10 6'2"10 6'7"14 9. $6X8 =X4 m5X7 m3X4 xi6X8 5 12 C D E F G T T 1 o �4XAB1)8 'In H�4X5(B,) p El I 1_400'1'2 N 11X4 =5X7 La4X8 Et MI 5X7 13X4 Al 221" 1 21'6"8 ,y6 F?4"I 9'1'12 ' 6'2 10 I 6'6'2 I 6'6"2 I 6'2"10 9'1"12 1'4" 9'1"12 15'4"6 21'10"8 28'4"10 347-4 I 43'9" -I Loading Criteria(psf) WindCriteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NAL VERT( 0.035 J 999 260 B 709 /98 /334 /- /84 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 J 999 260 L 1665 /235 /641 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 J - H 707 /98 /341 /- /- /3.0 Des Ld: 32.00 EXP:B HORZ(TL): 0.049 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00T CDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.881 L Min Brg Width Req= 2.0 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.605 H Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.498 Bearings B,L,&H Fcperp=565psi. C&C Dist a:4.37 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 29 0 E-F 658 -123 Value Set:13B(Effective 6/1/2013) B-C 311 -1017 F-G 192 527 Top chord 2x4 SP#2 C-D 196 -528 G-H 308 -1019 Bot chord 2x4 SP#2 D-E 658 -123 H-I 29 0 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-N 861 -179 L-K 508 -35 (a)Continuous lateral restraint equally spaced on N-M 865 -178 K-J 867 -189 M-L 509 -32 J-H 863 190 member. Plating Notes Maximum Web Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Webs Tens.Comp. Webs Tens. Comp. edge distance. C-N 260 0 L-F 364 -1176 Purlins C-M 172 -477 F-K 335 -48 M-D 334 -46 K-G 176 -480 In lieu of structural panels or rigid ceiling use purlins D-L 360-1175 J-G 261 0 to laterally brace chords as follows: E-L 158 -353 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 45.03 BC 75 0.15 43.62 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-1-5. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 611) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEXTrueHouse PE No.Michael608391 Kozlowski P6 No 58544 Derek No 71457y JacquelinePE E Rowland 65570 Ply:1 SEAN:17797/T3/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T03 Wgt:205.8 lbs ... / ... 09/01/16 611" 11' 1711"3259"13 329" 36'1" 43'9" { 6.11" I 4'1 I 6.11-3 I 710-11 I 6'11"3 I 4'1 I 6.11., I 05X7 m5X7 •3X4 ai5X7 12 D E F G 5 p T \3X4C/ (a) \/ (a) H/3X4 0 o ;3XAB7 )B/`� ." "-/ Ii3X8(81) 14.10'1"21 33 K '•6x8 05X7 m6X8 1'41 11'1"12 10'8"12 1x8"12 I 11'1"12 11'4" 1 11'1"12 I 21'10-8 I 32'7-4 43'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.376 L 999 521 B 1502 /215 /663 /- /99 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.727 L 717 521 I 1502 /215 /663 1- /- 16.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.106 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.205 K - - B Min Brg Width Req= 1.8 NCBCLL:10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.8 Soffa: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.960 Bearings B&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.666 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.321 Maximhords Top mp. Chords Tens. Comp. C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): A-B 29 0 F-G 851 -2530 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 964-3056 G-H 882 -2759 C-D 882-2759 H-I 964 -3056 Lumber D-E 851 -2531 I-J 29 0 Value Set:13B(Effective 6/1/2013) E-F 1052-3278 Top chord 2x4 SP#2 Bot chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-M 2753 -799 L-K 3234 -903 M-L 3231 -898 K-I 2753 -813 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-M 175 -308 L-F 325 -187 Plate positions consider a 0.50 inch truss perimeter D-M 754 -185 F-K 310 -853 M-E 309 -849 K-G 756 -186 edge distance. E-L 327 -185 K-H 176 -309 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 45.03 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-11-5. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (firrH) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Fonda Corporation. Florida Engineer AVV\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE o 1608391 k' PE No.58544eson o58544 Er No 71457yctural pl804 anE99 99oxAand 65570 Ply:1 SEAN:17704/T4/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T04 Wgt:204.4 lbs ... / ... 09/01/16 8'0"12 13' 21'10'8 309^ 8.0..12 ' 4'11"4 I 8'10"8 I 8'10"8 I 4•.518'4 I 80'43'92 I w`X7 .5X7 a 5X7 T E F 12 1 512 1la \3X4C '`G/3X4 T in I �4X5(81)(I)6 CO 1 A - ` _, / Hm4X5(B1)(I) L K -- a`I I 1_010.1"2 s � 5X7 et 6X8 J SX7 1'4" 11'108011'10"8 1'4" I" 1 11'10"8 I 21'10"8 I 310"6 I 43'9" 1 -I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions fibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.333 E 999 521 B 1615 /213 /671 /- /114 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.609 E 856 521 H 1615 /213 /671 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.104 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.190 J - - B Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.9 Soffit: 2.00 Load Duration:1.25 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.694 Bearings B&H Fcperp=565psi. Maximum Top Chord Forces Per Ply(lbs) BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.679 Sparing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.416 C&C Dist a:4.38 h FT/RT:30(0)!10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 E-F 965 -3187 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 932-3303 F-G 866 -2999 Lumber Additional Notes C-D 866-2998 G-H 932 -3304 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D E 965-3187 H-I 29 0 Top chord 2x4 SP M-30 5-9-5. Bot chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-L 2971 -762 K-J 2635 -623 approved 1/30/2013 by ALSC L-K 2635 -609 J-H 2972 -776 Plating Notes (I)-plates so marked were sized using 0% Maximum Web Forces Per Ply fibs) Fabrication Tolerance, 0 degrees Rotational Webs Tens.Comp. Webs Tens. Comp. Tolerance,and/or zero Positioning Tolerance. C-L 188 -332 K-F 733 197 Plate positions consider a 0.50 inch truss perimeter L-D 434 -58 F-J 434 -58 edge distance. D-K 734 -197 J-G 188 -333 Purlins E-K 246 -530 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 45.03 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42•-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: N- 1 This drawing is not suffiaent alone for installation. Additional instructions accompanying this buss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (TH 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer ig*/\ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 'MW APEX Thu eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEAN:17787/T8 I HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T05 Wgt:201.6 lbs ... / ... 09/01/16 711"15 15' 21'10'828'9" 35'9"1 439" ' 711"15 TO"1 I 6'10"8 I 6'10-8 TO"1 I 7'11'15 05X7 NI3X4 a 5X7 D E F T12 I 17,- ,.1.--....--E-..--..--, 5G�SXS r /5X5 fp .4X5(81)(1)B /• TS H.4X5(Bt)(I) 10'1'2 1� 133 A/c ( J I a 5X7 .6X8 a5X7 I 4' 11'10"8 10 10 11'10"8 1 11'10'8 I 21'1018 I 31'10"8 43'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.334 E 999 521 B 1653 /26 /676 /- /121 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.602 E 866 521 H 1574 /20 /627 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.106 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.191 I - - B Min Brg Width Req= 1.9 SMean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.9 Soffit: 10.00 9: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.738 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.693 Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.296 Maximum Top mp. Chords Tens. Comp. C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords GCpi:0.18 Plate Type(s): A-B 29 0 E-F 853 -2876 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 923-3420 F-G 850 -3090 Additional Notes C-D 852-3080 G-H 922 -3433 Lumber D-E 853-2876 Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2:T1,T5 2x4 SP M-30: 6-7-5. Maximum Bot Chord Forces Per Ply(ibs) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values 8-K 3082 -787 J-I 2543 -582 approved 1/30/2013 by ALSC K-J 2539 -586 I-H 3096 -786 Plating Notes Maximum Web Forces Per Ply(lbs) (I)-plates so marked were sized using 0% Webs Tens.Comp. Webs Tens. Comp. Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. C-K 218 -417 J-F 565 -104 K-D 533 -83 F-I 542 -88 Plate positions consider a 0.50 inch truss perimeter K-J 608 --83 I- 2212 -423 edge distance. E-J 178 -381 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 43.75 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (1111rH) 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida EngineerBusiness No.7547.4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHo u se Michael G Kozlowski PE No.60839 Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEON:176771 T7/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T06 Wgt:210.0 lbs ... / ... 09/01/16 II-7'11"15 17• , 21.10"8 , 269" , 35.9"1 43'9" 7'11"15 9'0'1 4'10"8 4'10"8 9.0"1 I 711"15 ,055X7 p E4 T3 s5X7 F "IIS I 12T 5 � N fn ,05X7 9. G�5X7 r 0 4X5(B1)(I)B / A/; Hn4X5(87)(I)1 4,10'1"2 K = I 5X7 106X8 .5X7 �1'4"t 11'10"8 ' 10 110 17'10"0 ♦ 11'10"8 21'10'8 I 31'10.8 I Ogg" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/de8 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.318 E 999 521 B 1683 /23 /680 /- /135 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.566 E 921 521 H 1604 /17 /631 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.108 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.193 I - - B Min Brg Width Req= 2.0 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.920 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.802 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.269 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 E-F 761 -2622 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 911 -3520 F-G 840 -3160 C-D 834-3148 G-H 919 -3535 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 761 -2622 Top chord 2x4 SP M-30:T1,T3 2x4 SP#2: 7-5-5. Bot chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-K 3179 -778 J-I 2458 _522 approved 1/30/2013 by ALSC K-J 2456 -528 I-H 3196 -780 Plating Notes (I)-plates so marked were sized using 0% Maximum Web Forces Per Ply(lbs) Fabrication Tolerance, 0 degrees Rotational Webs Tens.Comp. Webs Tens. Comp. Tolerance,and/or zero Positioning Tolerance. C-K 247 -492 J-F 462 55 Plate positions consider a 0.50 inch truss perimeter K-D 629 -112 F-I 641 _124 edge distance. D J 497 54 I G 252 500 Purlins E-J 78 -165 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 43.75 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,indude BCSI 1-03. should be used in conjunction with the architectural plans during installation. (111-1.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer �+� Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 Z ueHouse Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland APEX r�fLi PE No.60839 PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEQN:17773 I T5/HIPS 1560 Sailfish A Qty: 2 FROM: DRW: T07 Wgt:229.6 lbs ... / ... 09/01/16 7'11"15 147' 19 24'9" 29'2" 359"1 459" II( 6'7"1 4'5" ( 59" I 4'S' I 871 I T11"15 us 5X7 E o5X7F Ta. 12 y3X4 3X4 5 'r' (a) H t!5X5 ao In y5X5 lJo el `. -T5 � =4X5(81)(1)B /• I=4X5(81)(1) 10'1"2 l� A =5X7 =3X8 35X7 =5X7 4" 11'10'8 7'3'4 5'8.12 T 11'10"8 11'10-8 ) 19'1'12 24'10"8 I 31'10"8 I 43'9" 1 � I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.299 K 999 521 B 1650 /20 /682 I- /150 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.540 K 965 521 I 1577 /13 /633 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.105 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.189 J - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:15.00 ft Code f Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.651 Bearings B&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.624 um MaximTop Chord Forces Per Ply(lbs) Spadng:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.706 Chords Top Chords Tens. Comp. C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): A-B 29 0 E-F 703 -2215 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 870-3399 F-G 724 -2463 C-D 810-3061 G-H 821 -3085 Lumber Wind D-E 725-2437 H-I 893 -3426 Value Set:138(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 Ti: ,T5 2x4 SP M-30: member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"136"uses design values The overall height of this truss excluding overhang is B-M 3064 -736 K-J 2592 -565 approved 1/30/2013 by ALSC 8-3-5. M-L 2574 -569 J-I 3091 -741 L-K 2227 -437 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-M 194 -415 F-K 675 -142 (I)-plates so marked were sized using 0% M-D 472 -71 K-G 216 -626 Fabrication Tolerance, 0 degrees Rotational D-L 214 -630 G-J 480 -92 Tolerance,and/or zero Positioning Tolerance. E-L 644 -140 J-H 215 -422 Plate positions consider a 0.50 inch truss perimeter L-F 213 -255 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 43.75 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1- 1 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. TM 2.Apex Technology is a fictitious name owned by Jan Apex Technology Inc.Florida Corporation. Florida Engineer i i Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224.904.821.5200 APEX Tru eHo u se Michael G Kozlowski PE No.60839 Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEQN:17764/T2/HIPS 1560 Sailfish A Qty: 2 FROM: DRW: T08 Wgt:211.4 lbs ... / ... 09/01/16 7'11"15I 147" 21' 22'9" 292" 35'9"1 43'9" 7'11"15 67-1 6'5" I 19"1 6'5" 6'7"1 I T11"15I a.3X T3 NE 3X8 E F GII4X4 5 1 • 2 3X4 D - 03X4 In A ssxSC I asxs t =4x5(81)(1)B A ` 3� ,/11010„ J+:4X5(81)(1) 10'1"2 L m5X7 06X8 =-5X7 1'4" 11'10'8 11'10"8 1 11'10'8 ) 21'010.8 + 31'10'8 I 43'9' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.304 L 999 521 B 1643 /15 /682 /- /164 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.550 L 948 521 J 1564 /9 /633 I- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.105 K - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.191 K - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code:FBC 2014 RES Max TC CSI: 0.762 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.677 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.453 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 F-G 624 -1977 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 823-3389 G-H 640 -2205 Lumber Wind C-D 765-3057 H-I 787 -3066 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 634-2206 I-J 857 -3402 Top chord 2x4 SP M-30:T3 2x4 SP#2: member design. E-F 623-1977 Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"138"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 9-1-5. B-M 3053 -690 L-K 2562 -530 Bracing M-L 2557 -535 K-J 3067 -709 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-M 191 -398 L-H 260 -796 (I)-plates so marked were sized using 0% M-D 505 -64 H-K 515 -84 Fabrication Tolerance, 0 degrees Rotational D-L 258 -790 K-I 212 -406 Tolerance,and/or zero Positioning Tolerance. F-L 1189 -258 Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 43.75 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 47-high x 24"-wide clearance. NOTES: "I' 1.This drawing is not suffiaent alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 ,V\ APEXTru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.60839 PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEAN:177671 T6/COMN 1560 Sailfish A City: 2 FROM: DRW: T09 Wgt:208.6 lbs ... 1 ... 09/01/16 7'1115 147 2110'829'2- 35'91 43'9" T11"15 I 8'7"1 { 7'3"8 I 7'3'8 I 87"1 7'11"15 I Exx5X7 3X4 12 D la '''' . F O 5 c N /\ G'''45X5 m g5X5 C a+'•4X5(81)(1)8 / H=4X5(81)(I) 10'1"2 K J I A/ mii5X7 '08X8 ai5X7 114"i 11'108 id 10 11'1013 11'10'8 I 21'10"8 I 3110'8 I 43'9" 1 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defi U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.302 J 999 521 B 1643 /13 /682 /- /171 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.547 J 952 521 H 1564 /7 1633 /- I- 16.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.105 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.191 I - - B Min Brg Width Req= 1.9 SMean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.8 Soffit: 10.00 9: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.619 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.676 Top Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.466 MaximumTens.Comp.ToChord Chords Tens.y(lComp. C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber Chords GCpi:0.18 Plate Type(s): A-B 29 0 E-F 622 -2200 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 802-3385 F-G 768 -3067 C-D 743-3058 G-H 837 -3398 Lumber Wind D-E 616-2200 Value Set 13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP M-30:T2,T3 2x4 SP#2: member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values The overall height of this truss excluding overhang is B-K 3049 -666 J-I 2568 -508 approved 1/30/2013 by ALSC 9-5-11. K-J 2564 -512 I-H 3063 -690 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-K 188 -387 J-F 260 -814 Plating Notes K-D 499 -61 F-I 509 -81 (I)-plates so marked were sized using 0% D J 257 809 I G 208 395 Fabrication Tolerance, 0 degrees Rotational E-J 1222 -263 Tolerance,and/or zero Positioning Tolerance. Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 43.75 BC 120 0.15 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 47'-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (11111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Fonda EngineerBusiness No.7547.4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APEX .- Tru eHouse MPE Nochael.G60839 Kozlowski Jeffrey P ArnesonDerek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEON:176961 T19/COMN 1560 Sailfish A Qty: 1 FROM: DRW: T10 Wgt:221.2 lbs ... / ... 09/01/16 ` 711"15 ( 17' ( 21'10"8 I 28'9" ( 35'9"1 43'9" 711"15 9'0"1 410"8 4'10"8 9'0"1 7 1"15 s6X10 13X4 Ra6X10 , E F I ® � I 12 5 T4 N In 05X5 15X7 b 1T _ JO m4X5(BA1)(1)B :. ::-.6X8 / FIs 1 �- 81 M L l -_ 3X8(81)��10'1"2 O 5X7 m5X7 ,Q 5 J 05X7 a I U 12 5X7 tin 11'10"8 I 4'/0'8 5'1"8 5'1"8 4'10"8 11'10-8 11'10"8 16'9" I 21'10"8 ' 27' ( 31'10'8 { 43'9" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.375 E 999 521 B 1587 /21 /684 /- /135 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.700 E 744 521 H 1508 /14 /636 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.145 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.271 I - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.941 Bearings 8&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.948 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.827 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 E-F 979 -3333 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 906-3262 F-G 835 -2896 Lumber Wind C-D 829-2886 (3-H 914 -3274 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 979-3333 Top chord 2x4 SP#2:T2,T4 2x4 SP M-30: member design. Bot chord 2x4 SP#2:61,B6 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is B-M 2944 -774 K-J 2502 -571 approved 1/30/2013 by ALSC 7-5-5. M-L 2273 -520 J-I 2274 -515 Plating Notes L-K 2501 -577 I-H 2957 773 (I)-plates so marked were sized using 0% Maximum Web Forces Per Ply(lbs) Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. Webs Tens.Comp. Webs Tens. Comp. Plate positions consider a 0.50 inch truss perimeter C-M 246 -501 K-F 1475 -339 edge distance. M-D 533 -117 F-J 230 -839 Purlins L-D 232 -835 F-I 543 -133 D-K 1477 -336 I-G 250 -507 In lieu of structural panels or rigid ceiling use purlins E-K 75 -156 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 43.75 BC 120 0.15 16.75 BC 67 16.75 27.00 BC 120 27.00 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: f" 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 611.1) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Cour.Suite 402.Jacksonville.FL 32224-904.821.5200 Michael G APEX TrueHouse PE No 60839 Jeffrey No 58544son PE No. Murray1457Jacqueline 80499E Rowland 65570 Ply:1 SEQN:17701/715/COMN 1560 Sailfish A Qty: 1 FROM: DRW: T11 Wgt:214.2 lbs ... / ... 09/01/16 T11"15 15' 2110"8 � 26'9" 35.9••1 43.9" T11••15 I TO"1 6'10"8 6'10"8 T0"1 T11"15 a 6X10 113X4 .6X10 0 E F ;iis 12I 5 p r 05)(5.... • `085X5 m z o 83X8(81)8 -K`•" / TS H_3X8(B1) 10'1"2 1 135 A�' :,...00,00.6..."-K 0510 "I i-� a 5X7 85X7 .G1 5 .5X7 $5X7 12 F1'4k 1110"8 4'10"8 5'1"8 5'1"8 4'10"8 11'10"8 1110 8 169 2110 8 ) 27' 3110 8 439 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.441 E 999 521 B 1562 /24 /681 /- /121 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.839 E 621 521 H 1457 /17 /632 /- I- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.159 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.303 I - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 H Min Brg Width Req= 1.7 psf 2.00 TCDL:4.2 Bldg Code: FBC 2014 RES Max TC CSI: 0.887 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.960 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.807 Maximum Top Chord Forces Per Ply(lbs)C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 E-F 1174 -3889 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.01.0531.12 B-C 918-3175 F-G 846 -2771 Additional Notes C-D 847 -2832 G-H 916 -3118 Lumber D-E 1174-3889 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 Ti,: T5 2x4 SP M-30: 6-7-5' Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30:B2,83,B4 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-M 2859 -782 K-J 2258 -560 approved 1/30/2013 by ALSC M-L 2350 -580 J-I 2302 -575 L-K 2318 -564 I-H 2809 -781 Plating Notes Plate positions consider a 0.50 inch truss perimeter Maximum Web Forces Per Ply(lbs) edge distance. Webs Tens.Comp. Webs Tens. Comp. Purlins C-M 217 -429 K-F 2118 -545 In lieu of structural panels or rigid ceiling use purlins M-D 450 -87 J-F 233 -840 to laterally brace chords as follows: D-L 235 802 F I 433 95 Chord Spacing(in oc) Start(ft) End(ft) D-K 2051 -541 I-G 220 -435 TC 24 -1.28 43.75 K-E 175 -372 BC 120 0.15 16.75 BC 67 16.75 27.00 BC 120 27.00 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224.904.821.5200 APEX TrueHouse PE No 608391owski Jeffrey 5e eson p No Murray1457JFE No.80 99owland 65570 Ply:1 SEQN:17711/T16/COMN 1560 Sailfish A Qty: 1 FROM: DRW: 1-12 Wgt:224.0 lbs ... / ... 09/01/16 8712I 13' I 16'9'8 I 21'10'8 27 30'9" 3518-4 43'9" 8912 4'11'4 35"8 5'1' I 5'1.8 I 3'9" I 4'11-4 I 8'012 a5X7 =4X8 O .6XX6 35X7 D E FI13X4 C' OH 12 6 5 p \ v, i3X4C/• .t`I 3X4 to T N in Re3X8(131)EIN a:Th„...........:A 111 P O O aH0612 M L J=3X8(61) •5X7 s6X8 d 5 38X8 =5X7 12 1'4' 11'109 4'10"8 51'8 5'1"8 410"8 1110.8 1'4" )' 1 11'10'8 I 16'9' I 21'10'8 I 27' I 31'10'6 I 43'9' 1 -( Loading Criteria ipso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.493 F 999 521 B 1506 /211 /675 /- /114 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.956 F 545 521 J 1506 /211 /675 /- 1- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.167 L - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.323 L - - B Min Brg Width Req= 1.8 NCBCLL:10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.787 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.709 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.904 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 F-G 1401 -4635 Wind Duration:1.60 WAVE,HS VIEW Ver.16.01.01.0531.12 B-C 930-3025 G-H 898 -2676 Lumber CD 857-2696 H-I 857 -2696 Value Set:138(Effective 6/1/2013) D-E 898-2676 I-J 930 -3025 Top chord 2x4 SP M-30:T2,T3 2x4 SP#2: E-F 1401 -4635 J-K 29 0 Bot chord 2x4 SP M-30:B3,B4 2x4 SP#2: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-P 2719 -761 N-M 2906 758 Plating Notes P-O 2357 -591 M-L 2358 -606 O-N 2907 -748 L-J 2719 -775 Plate positions consider a 0.50 inch truss perimeter edge distance. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use puffins C-P 205 -398 N-G 2338 -601 to laterally brace chords as follows: P-D 393 74 G-M 456 -1527 Chord Spacing(in oc) Start(ft) End(ft) D-O 564 -199 M-H 562 -198 TC 24 -1.28 45.03 E-O 463-1529 H-L 393 -74 BC 120 0.15 16.75 BC 67 16.75 27.00 E-N 2337 -611 L-I 205 -398 BC 120 27.00 43.60 F-N 130 -278 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-9-5. NOTES: f' 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (Irh) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse PE ael 0839 Oslo PE ey P ArnNo.58544 PE No.7 array JPE ueirne4E 99 Rowland 65570 Ply:1 SEAN:177231 T10/COMN 1560 Sailfish A Qty: 1 FROM: DRW: T13 Wgt:219.8lbs ... / ... 09/01/16 611" 11' 19'3" 24'6" 32'9" 36'10" 43'9" I 611" I 41" I 8.3 " I 53" I 8'3" I 41" I 6'11' m5X7 m H0510 =3X4 m G T 7 12 D E F = I 5 C H/3X4 13x4 T(a) (a) i 3X. h TT N I 1 zi ) v4XA81)B a /3X4�SX7�_ 7' =�4 J B1)1101"2 1 1 6� P O 45 84 5 .5X7 114X5 12 1.5X7 A 19' 1 58" 1 19' 1 1.4' 11' 83" 2T8 2T8 6'3" ) 11' 11'4:i11' I 19'3' I 21'10- 24'6"I 329" 43.9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.033 C 999 240 B 678 /107 /335 /- /99 16.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.069 C 999 225 P 890 /106 /363 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 P - - I 677 /106 /358 /- /- /6.0 6.0 Des Ld: 32.00 EXP:B HORZ(TL):0.028 0 9 SCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.868 B Min Brg Width Req= 1.5 Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.830 L Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.319 I Min Brg Width Req= 1.5 C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings B,P,L,&I Fcperp=565psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.01.0531.12 Maximum Top Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Value Set:138(Effective 6/1/2013) The overall height of this truss excluding overhang is A-B 29 0 F-G 153 -36 Top chord 2x4 SP#2 4-11-5. B-C 395-1014 G-H 289 -674 Bot chord 2x4 SP#2 C-D 298 -675 H-I 386 -1013 Webs 2x4 SP#3 D-E 151 -44 I-J 29 0 Lumber value set"13B"uses design values E-F 130 -51 approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on g-Q 881 -277 N-M 42 -47 member. Q-p 567 -107 L-K 565 -113 Plating Notes O-N 44 -47 K-I 880 -283 Plate positions consider a 0.50 inch truss perimeter edge distance. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-Q 209 -384 N-F 68 -4 to laterally brace chords as follows: D-0 408 -58 F-M 171 -479 Chord Spacing(in oc) Start(ft) End(ft) D-P 170 -716 M-L 180 -510 TC 24 -1.28 45.03 P-O 177 -506 L-G 176 -714 BC 120 0.15 18.96 O-E 169 -475 G-K 408 -58 BC 37 19.02 24.73 E-N 68 -4 K-H 209 -385 BC 120 24.79 43.60 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS!1-03, should be used in conjunction with the architectural plans during installation. 61) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida EngineerBusiness No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX TrueHouse Michael G Kozlowski PE No.60839 Jeffrey P Arneson Derek B Murray Jacqueline E Rowland PE No.58544 PE No.71457 PE No.80499 65570 Ply:1 SEON:17720/T21/COMN 1560 Sailfish A Qty: 1 FROM: DRW: T14 Wgt:201.6 lbs ... / ... 09/01/16 I 9' I 141"8 I 19'3" I 246" I 29'7"8 34'9" 439" 9 5'1"8 5'1"8 5'3" 5'1"8 I 51^8 I 9" I ' 12 re5X7 •3X4 •5X7 •3X4 •3X4 •5X7 T 5 C E F G H In Q T °3X4 T 1 rk w =4X5(81)8 N to l A / 03.115X7 I=4X 61 v bl_ NSC ) 0 J 110'1"2 -5X7 114 5 d 5 r4 s -5X7 1 19' j 59" 1 19 1 1'4" 9'3"8 9'11"8 2'T8 2'1"8 9'11"8 9"3.8 1.4" 9'3"8 I 19'3" I 2110624'6"I 34'5'8 I 43'9" I '-I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCOL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 Q 999 240 B 690 /106 /335 /- /84 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.067 Q 999 225 p 845 /108 /341 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 0 - - L 847 /109 /325 /- /- /6.0 Des Ld: 32.00 EXP:B HORZ(TL):0.036 Q - - I 690 /106 /351 /- /- /6.0 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.932 B Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.763 P Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.568 L Min Brg Width Req= 1.5 C&C Dist a:4.38 ft FT/RT:30(0)/10(0) Mfg Specified Camber: I Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): Bearings B,P,L,&I Fcperp=565psi. Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 Lumber Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A B 29 0 F-G 129 36 Bot chord 2x4 SP#2 B-C 346 -971 G-H 363 -811 Webs 2x4 SP#3 C-D 370 -811 H-I 338 -970 Lumber value set"13B"uses design values D-E 129 38 I-J 29 0 approved 1/30/2013 by ALSC E-F 94 82 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Chords Tens.Comp. Chords Tens. Comp. edge distance. B-Q 817 -211 N-M 40 -44 Purlins Q-P 541 -145 L-K 540 -146 In lieu of structural panels or rigid ceiling use purlins O N 4044 K-I 817 218 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 24 1.28 45.03 Webs Tens.Comp. Webs Tens. Comp. BC 120 0.15 18.96 BC 36 19.04 24.71 C-Q 121 89 N-F 92 2 BC 120 24.79 43.60 Q-D 356 77 F-M 114 333 Apply purlins to any chords above or below fillers D-P 230 -741 M-L 122 365 at 24"OC unless shown otherwise above. P-0 121 -361 L-G 232 739 O-E 112 -329 G-K 357 -82 Wind E-N 93 -2 K-H 121 -90 Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-1-5. NOTES: r 1.This drawing is not suffidenl alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation, Florida Engineer Ji* Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904 821.5200 Michael G Derek BAPEX TrueHouse PE No 60839 Kozlowski PErNo. 8544son PE No.Murray7457Jacqueline No.fn80499 and 65570 Ply:1 SEQN:17740/T44I SPEC 1560 Sailfish A Oty: 1 FROM: DRW: T15 Wgt:119.0 lbs ... / ... 09/01/16 74- 11'6" 16'2" 19'8" 256" I 7'4" I 4,2., I 4,8" I 3.6- I 6.10 " Dol4X4 T 12 4X4 5 p \3X4 C 44, E qtr F Tr N . in ri1 .3X4(A1) C'-3X4(A1)B H _48'1"2 73 A �� J I •=5X7 =3X4 11T1"8 1'4" I 1.4..A 11'6" I 19'q 8 I 266" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.118 E 999 314 B 939 /25 /409 /- 191 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.227 E 999 314 G 939 /26 /409 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.076 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.608 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.967 Maximum Top Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.464 ChordsaxmTens.Comp.ToChord Chords Tens.y(IComp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 29 0 E-F 538 -1521 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 528-1639 F-G 534 -1680 C-D 453-1307 G-H 29 0 Lumber D-E 452-1299 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-J 1451 -381 I-G 1487 -416 approved 1/30/2013 by ALSC J-I 1817 -513 Plating Notes Maximum Web Forces Per Ply(lbs) Plate positions consider a 0.50 inch truss perimeter Webs Tens.Comp. Webs Tens. Comp. edge distance. C-J 174 -389 E-I 174 -399 Purlins D-J 736 -213 I-F 353 -76 In lieu of structural panels or rigid ceiling use purlins J-E 331 -779 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 27.78 BC 120 0.15 26.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-1-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (T.}I 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547.4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200 APEX TrueHouse PE No 1608391owski P"No 5885 54e4 PE No.71457y Jacqueline PE No.80499 and " 65570 Ply:1 SEQN:17744/T45/SPEC 1560 Sailfish A Qty: 1 FROM: DRW: T16 Wgt:117.6 lbs ... / ... 09/01/16 I7'4- �_ 11'6" 18'2" 21'8" 26.6" 7'4" 42" 6.8,. 3'6" 4'10" 'I 04X4 12 5 12 3X4 C -41111T ..: .4X4 I E@4X5 F p 1 Ti N m3X4(A1)B v es A C'm4X4(At) "' ■i r '`\H 1 _48'1'2 J 32 I ia5X7 1.3X4 ( 14" 11,6" 21'4"8 5'1"6 1'4" 9'10-8 26'6" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL: 0.145 E 999 314) B 939 /3 /407 /- /91 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.280 E 999 314 G 939 /30 /407 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.040 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.077 I - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor 1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.643 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.987 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.356 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 E-F 538 -1639 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 511 -1638 F-G 537 -1756 Lumber C-D 441 -1320 G-H 29 0 Value Set:13B(Effective 6/1/2013) D-E 436-1342 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:B2 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-J 1449 -365 I-G 1570 -432 approved 1/30/2013 by ALSC J-I 2318 -701 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes C-J 163 -381 E-I 340 809 D-J 680 -178 I-F 497 -129 Plate positions consider a 0.50 inch truss perimeter J-E 491 -1198 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 27.78 BC 120 0.15 26.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-1-13. NOTES: f- 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 TrueHo use PE No.160839Kozlowski PJeffrey No 585445 DerekNo.Murray1457Jacqueline No.80499APEX 65570 Ply:1 SEON:17755/T39/SPEC 1560 Sailfish A Qty: 1 FROM: DRW: T17 Wgt:120.4 lbs ... / ... 09/01/16 T4" 11.6' 2a2- I 23'8" I 26 '6" I I T4" I 4'2- I 8'8" 3'6" 210' D.,5X5 ii 12 5 3X4 C T2 I _________________ ______ *5X5 t. 5X7 F in �Gr=4X5(81) q ;a4X4(A1)B .■■ `l �`H _48'1"2 =s A J C L.-r: s 6X8 i'4" 11'6" 9' I 6' 1 1'4" I i -1 11'6„ I 20'6" 266" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.337 E 932 314 B 993 /152 /- I- I- /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.647 E 486 314 G 1339 /186 I- I- I- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.135 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Fador.1.5 G Min Brg Width Req= 1.6 psf 2.00 TCDL:4.2 Bldg Code: FBC 2014 RES Max TC CSI: 0.786 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.980 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.969 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 29 -8 E-F 532 -4074 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 279-1763 F-G 344 -2444 C-D 201 -1468 G-H 29 -8 Lumber Purlins D-E 218-1521 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x4 SP#2:B2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) Maximum Bot Chord Forces Per Ply(lbs) End(ft) Webs 2x4 SP#3 TC 24 -1.28 27.78 Chords Tens.Comp. Chords Tens. Comp. BC 113 0.15 26.35 B-J 1563 _236 I-G 2242 307 Lumber value set"138"uses design values Apply purlins to any chords above or below fillers J-I 4192 -563 approved 1/30/2013 by ALSC at 24' OC unless shown otherwise above. Bracing Additional Notes Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. member. 5-1-13. C-J 72 -295 E-I 134 -513 Special Loads D-J 702 -36 I-F 1965 -242 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) J E 389-2897 TC-From 55 plf at -1.33 to 55 plf at 11.50 TC-From 55 plf at 11.50 to 55 plf at 20.17 TC-From 55 plf at 20.17 to 55 plf at 23.67 TC-From 55 plf at 23.67 to 55 plf at 27.83 BC-From 4 plf at -1.33 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 23.06 BC-From 5 plf at 23.06 to 5 plf at 23.66 BC-From 10 plf at 23.66 to 10 plf at 26.50 BC-From 4 plf at 26.50 to 4 plf at 27.83 TC- 79 lb Conc.Load at 23.66 BC- 296 lb Conc.Load at 23.06 BC- 82 lb Conc.Load at 23.66 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1.03. should be used in conjunction with the architectural plans during installation. (r11. - 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APEX Tru eHouse PE No 16083910 lo PE No.58544eson o58544 PE No.145y Jacqueline PE No,80499owiand " 65570 Ply:1 SEQN:17721/T36/COMN 1560 Sailfish A Qty: 1 FROM: DRW: T18 Wgt:93.8 lbs ... / ... 09/01/16 7'4" 11'6" 158" 7.4" 47' 42" 7 4.. I Da 4X4 12 5 13X4 C E/3X4 tri us an as B F az 3X4(A1) A [~a �1 t-gli 08'1'2 G a5X7 14" 1 11 6" 116" 23' 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 G 999 272 B 829 /14 1364 /- /83 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.112 G 999 272 F 746 /8 /316 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.041 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.550 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.581 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.227 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 D-E 328 -1033 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 399-1372 E-F 409 -1380 Lumber Hangers/Ties C-D 316-1032 Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Conditions may exist that require different Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 connections than indicated.Refer to manufacturer publication for additional information. B G 1205 -308 G-F 1216 306 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bearing at location x=229" uses the following support conditions: Maximum Web Forces Per Ply(lbs) Plating Notes Bearing F (22'9",8'1"2)LUS26 Webs Tens.Comp. Webs Tens. Comp. Plate positions consider a 0.50 inch truss perimeter (4)014Supporting Member:(1)2x6o SP#2 C-G 187 -392 G-E 192 -405 edge distance. (4)0.m8ex3"nails into supporting member, D-G 596 -156 Purlins (3)0.148"x3"nails into supported member. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 23.00 BC 120 0.15 22.88 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-1-13. NOTES: r 1.This drawing is not suffiaent alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 TrueHo use PE No 160839 Kozlowski PE No. 8544 Derek No. Murray1457Jacqueline E RowlandR Jeffrey P APEX 65570 Ply:1 SEQN:177171 T43/COMN 1560 Sailfish A Qty: 1 FROM: DRW: T19 Wgt:93.8 lbs ... / ... 09/01/16 7'4" 11'6" 15'8" 23' ' 7,4" 4,2" 4'2" 7'4." Dm 4X4 5 12 *43X4 C Ej3X4 na1) (A1) AG (1)81"2 v 5X7 1,4" ` 11'6 I • 11'6" 1 1'4" • 11'6" 23' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 H 999 272 B 825 /115 /364 /- /90 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.112 H 999 272 F 825 /115 /364 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.040 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.499 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.575 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.223 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 D-E 311 -1022 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 384-1363 E-F 384 -1363 C-D 311 -1022 F-G 29 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 Webs2x4SP#3 B-H 1196 -264 H-F 1196 -278 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes Plate positions consider a 0.50 inch truss perimeter C-H 187 -392 H-E 187 -392 edge distance. D-H 585 -138 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 24.28 BC 120 0.15 22.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. li Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-1-13. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. (41) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APEX 1 JL ueHouse PE No.60830921owski PE No.58544Arneson o58544son PE No.71457y JPE No.i 80499owland 65570 Ply:1 SEQN:177281 T42/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T20 Wgt:93.8 lbs ... / ... 09/01/16 �.4., 3.8.. 16.1 2, + 74. D m4X, t 12 5 3X4 C E/3X4 N Cr ,." Q Y 1 3X4(A7)B F 3X4(A1) 45 A 1 -- H G 08.1'2 =5X7 1,4" 1 23' 1'4" 23' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 H 999 272 B 825 /109 /357 /- /88 /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.112 H 999 272 F 825 /109 /357 I- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.040 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.498 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.575 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.218 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 0 D-E 288 -1027 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 366-1363 E-F 365 -1363 Lumber C-D 288-1027 F-G 29 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-H 1196 -247 H-F 1196 -261 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plate positions consider a 0.50 inch truss perimeter C-H 190 -384 H-E 190 -384 edge distance. D-H 571 -138 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 24.28 BC 120 0.15 22.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-11-5. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include SCSI 1-03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 �y� PEX +i ueHouse PE Michael.60 Kozlowski P No.58544 Derek No Murray71457Jacqueline Nol18049g and 65570 Ply:1 SEQN:17732/T41 I HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T21 Wgt:88.2 lbs ... / ... 09/01/16 23 r 9 -I- 15 I 9 I s5X7 © $5X7 C D r i• T T12 ,►• , 141 5 2 SO a "v E N 3X4(A1) l AX4(A1)B _di �i F q 8""2 G 5X7 I 11,6,• 1,4.. 1'4" 11'5' I 1 11'6" 23' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deff/CSI Criteria ♦Maximum Reactions(ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in hoc Udefi Lilt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 G 999 272 B 825 /117 /365 I- 175 16.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.079 G 999 272 E 825 /117 /365 /- I- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.037 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.620 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.589 Top Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.089 MaximumaordsTens.Comp.ToChord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 29 0 D-E 399 -1278 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 399-1278 E-F 29 0 C-D 391 -1151 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 Webs 2x4 SP#3 B-G 1099 -261 G-E 1099 -275 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes Plate positions consider a 0.50 inch truss perimeter C-G 234 -59 G-D 234 -59 edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 24.28 BC 120 0.15 22.85 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-1-5. NOTES: IC 1.This drawing is not suffiaent alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. (11'11) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 APEX TrueHouse PE Noe160839 bwsku PENo.58544 PE No 145yPE No.80499ow1and 65570 Ply:1 SEQN:17736/T46/HIPS 1560 Sailfish A Qty: 1 FROM: DRW: T22 Wgt:96.6 lbs ... / ... 09/01/16 7' 11'6" 16' I 7' I 4,6" I 4'6" I 73 I w4X5 =3X4m4X5 C 0 T2 E T 12 5p- n T g to go =3X8(61)(1)8 1'-, ms's FE.3X8(B1)(I) G 1 8'1"2 I H 62 'a4X4 =6X10 1'4" 1 7'3"8 I 8'5" I 7'3"8 1 14" I 7'3"8 15'8"8 2T Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.209 D 999 272 B 1812 /284 /- /- /- /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.399 D 683 272 F 1812 /284 /- /- /- /6.0 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.066 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.125 H - - B Min Brg Width Req= 1.7 NCBCLL:10.00 Mean Height:15.00 ft Code/Mist Criteria Creep Factor:1.5 F Min Brg Width Req= 2.1 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.766 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Sparing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.376 Maximum Top Chord Forces Per Ply(ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 29 -8 D-E 528 -3602 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 B-C 585-3885 E-F 586 -3879 Lumber Purlins C-D 527-3608 F-G 29 -8 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-30:T2 2x4 SP#2: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(ibs) Bot chord 2x4 SP M-31:B2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 -1.28 24.28 BC 112 0.15 22.85 B-I 3512 -521 H-F 3506 -522 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers I-H 4029 -660 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(ibs) Special Loads Additional Notes --(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25 Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is TC-From 55 pH at -1.33 to 55 plf at 7.00 3-3-5. C-I 986 -63 D-H 163 -524 TC-From 28 plf at 7.00 to 28 plf at 16.00 I-D 164 -516 H-E 984 -64 TC-From 55 plf at 16.00 to 55 plf at 24.33 BC-From 4 plf at -1.33 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 15.99 BC-From 10 plf at 15.99 to 10 plf at 23.00 BC-From 4 plf at 23.00 to 4 plf at 24.33 TC- 184 lb Conc.Load at 7.01,15.99 TC- 164 lb Conc.Load at 9.06,11.06,11.94,13.94 BC- 431 lb Conc.Load at 7.01,15.99 BC- 96 lb Conc.Load at 9.06,11.06,11.94,13.94 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. Plate positions consider a 0.50 inch truss perimeter edge distance. Wind Wind loads and reactions based on MWFRS. NOTES: It 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. (illi) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Flonda Corporation Flonda Engineer ifV\ Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 T"ru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Jacqueline E Rowland APEX PE No.60839 PE No.58544 PE No.71457 PE No.80499 ii , 65570 Ply:1 SEQN:178301 T1/HIPM 1560 Sailfish A Qty: 2 FROM: DRW: T23 Wgt:43.4 lbs . ... / ... 09/01/16 7' , 8'11" 7' 1'11" C=4X8 113X4D si� ' 1-r, 125Jio1•2 er An BSX4 I 3X 15"81 8'4"8 -j 7'1'12 1'9"4 I'1'4" 71"12 ' 8'11" 'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 F 318 240 B 544 /90 /- /- I- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.048 F 166 180 E 736 /104 I- I- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.020 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code l Misc Criteria Creep Factor.1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.781 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.568 Top Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.212 MaximumTens.Comp.ToChord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Chords GCpi:0.18 Plate Type(s): A-B 30 -8 C-D 1 -2 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 B-C 78 -528 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Bot chord 2x4 SP#2Left cantilever is exposed to wind B-F 822 96 F-E 441 49 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C-F 457 0 D-E 15 -54 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-E 89 -812 TC-From 55 plf at -1.33 to 55 plf at 7.00 TC-From 55 plf at 7.00 to 55 plf at 8.92 BC-From 4 plf at -1.33 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 8.92 TC- 184 lb Conc.Load at 7.01 BC- 431 lb Conc.Load at 7.01 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 8.92 BC 107 0.00 8.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 3-3-5. NOTES: r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 611) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547.4745 Sutton Par(Court,Suite 402.Jacksonville,FL 32224.904 821.5200 APEX TrueHouse PMil G E No 60839 Kozlowski PErNO P58544 ErNo Murray74JPE Noin8 4E99owland 65570 Ply:1 SEQN:17827/T25/MONO 1560 Sailfish A Qty: 8 FROM: DRW: T24 Wgt:35.0 lbs ... / ... 09/01/16 lll3X4C _ i 12 5 v o a' sr .i, sr sr 3BX4(A1 11 1 A 10'1.2 �"'D IA 3X4 6"8` I- ` 848 -j H 1'4" I I 8'11" 8'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.024 D 329 240 B 402 /34 /207 /- /99 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.075 D 106 180 D 264 /55 /129 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.038 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.577 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.496 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.408 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 30 0 B-C 57 -132 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP M-30 B D 198 -45 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"136"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes C-D 167 -219 Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.28 8.92 BC 107 0.00 8.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-0-14. NOTES: It 1.This drawing is not suffioent alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1.03. should be used in conjunction with the architectural plans during installation. 6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 Michael G JeffreyAPEX TrueHouse PE No 60839skr PE No Arneson PE No.71457y Jaacq eline E Rowland 65570 Ply:1 SEQN:17724/T38/MONO 1560 Sailfish A Qty: 1 FROM: DRW: T26 Wgt:13.3 lbs ... / ... 09/01/16 12 5 1113X4 B 3X4(e 111 C° iiiiiiiiiiiir: T im Ili 8'1"2 =� 1113X4 C 2'10" le 2''------11:s" ----1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /RW /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 635 /20 /- /- /- /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 296 /15 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.009 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.370 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.030 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-B 27 -13 Wind Duration:1.60 WAVE VIEW Ver:16.01.01.0531.12 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Top chord 2x4 SP#2 1-6-7. A-C 12 -1 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-C 15 -99 Special Loads --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 Of at 2.83 BC-From 10 plf at 0.00 to 10 plf at 2.83 BC- 746 lb Conc.Load at 0.90 Plating Notes Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use puriins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.83 BC 32 0.15 2.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not suffident alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer (11'1•1) Business No.7547.4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 1/L ueHouse MichaePE o.l Q Kozlowskiozlowski Ameson FE NoP58544 Derek No 71457y Jacqueline 99owland APEX 65570 Ply:1 SEAN:17666/T23/MONO 1560 Sailfish A Qty: 2 FROM: DRW: T27 Wgt:44.1 lbs ... / ... 09/01/16 521I 811" I 5'2'8 3'8"8 113X4C 5 12 3X4 B IF i Ari, v 1.3X4(A1)A �' 1N 10'1'2 '13X' I•81 8'4"8 1 811 II 8'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/de8 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 D 999 240 A 1044 /- /493 /- /218 /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 D 999 180 D 919 /79 /468 /- /- /6.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):0.031 O - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.779 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982 Spacing:81.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:No Max Web CSI:0.374 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 233-1126 B-C 90 -180 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0531.12 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 924 -511 Bat chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Plating Notes B-D 583-1047 C-D 235 -261 Plate positions consider a 0.50 inch truss perimeter edge distance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 8.92 BC 87 0.54 8.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-0-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, Should be used in conjunction with the architectural plans during installation. /� (firrr14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,Fl.32224-904.821.5200 Michael 0 Kozlowski Jeffrey P Ameson Derek B Murray Jacqueline E Rowland APEX TueHouse PE No 60839 PE No 58544 PE No 71457 PE No.80499