1769 ATLANTIC BEACH DR - TRUSSES ' Ossi Development
'41-
Site
rSite Information
036-01 Atlantic Beach Country Club(FL-Duval) OFFICE COPY
6111)Structural Engineer of Record
Derek B. Murray
PE No. 71457
4745 Sutton Park Court,Suite 402 u eHo use
Jacksonville, FL 32224
WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd=1.00)
MWFRS TCLL 20 psf TOLL 40 psf
130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 17 psf
Enclosed Structure(0.18) BCLL 00 psf+ NCLL 10 psf BOLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category II(Res)
FBC2014 Residential/TPI-2007
Design Program:ITW VIEW v17.00.000
This Package inlcudes 101 truss designs with individual date of design
NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE
1 71613 F01 9/25/2017 31 71613 HJ07B 9/25/2017 61 71613 J23 9/25/2017
2 71613 F02 9/25/2017 32 71613 HJ08 9/25/2017 62 71613 J24 9/25/2017
3 71613 F03 9/25/2017 33 71613 HJ09 9/25/2017 63 71613 TO1 9/25/2017
4 71613 FO3A 9/25/2017 34 71613 HJ10 9/25/2017 64 71613 I 102 9/25/2017
5 71613 F04 9/25/2017 35 71613 HJ12 9/25/2017 65 71613 103 9/25/2017
6 71613 F05 9/25/2017 36 71613 J01 9/25/2017 66 71613 104 9/25/2017
7 71613 FO5A 9/25/2017 37 71613 J02 9/25/2017 67 71613 105 9/25/2017
'8 71613 F06 9/25/2017 38 71613 J03 9/25/2017 68 71613 106 9/25/2017
9 71613 F07 9/25/2017 39 71613 103A 9/25/2017 69 71613 T07 9/25/2017
10 71613 F08 9/25/2017 40 71613 J04 9/25/2017 70 71613 T08 9/25/2017
11 71613 FG01 9/25/2017 41 71613 J05 9/25/2017 71 71613 109 9/25/2017
12 71613 FG02 9/25/2017 42 71613 JO5A 9/25/2017 72 71613 T10 9/25/2017
13 71613 FG03 9/25/2017 43 71613 JO5B 9/25/2017 73 71613 T11 9/25/2017
14 71613 FG04 9/25/2017 44 71613 J07 9/25/2017 74 71613 T12 9/25/2017
15 71613 FG05 9/25/2017 45 71613 JO7B 9/25/2017 75 71613 113 9/25/2017
16 71613 FG06 9/25/2017 46 71613 J07C 9/25/2017 76 71613 114 9/25/2017
17 71613 FG07 9/25/2017 47 71613 J08 9/25/2017 77 71613 T16 9/25/2017
18 71613 FG08 9/25/2017 48 71613 J10 9/25/2017 78 71613 T17 9/25/2017
19 71613 FG09 9/25/2017 49 71613 J11 9/25/2017 79 71613 118 9/25/2017
20 71613 FG10 9/25/2017 50 71613 J12 9/25/2017 80 71613 T19 9/25/2017
21 71613 FG11 9/25/2017 51 71613 J13 9/25/2017 81 71613 T20 9/25/2017
22 71613 FGE01 9/25/2017 52 71613 J14 9/25/2017 82 71613 T21 9/25/2017
23 71613 FGE02 9/25/2017 53 71613 J15 9/25/2017 83 71613 T22 9/25/2017
24 71613 FT01 9/25/2017 54 71613 J16 9/25/2017 84 71613 T23 9/25/2017
25 71613 FT02 9/25/2017 55 71613 J17 9/25/2017 85 71613 T24 9/25/2017
26 71613 FT03 9/25/2017 56 71613 J18 9/25/2017 86 71613 T25 9/25/2017
27 71613 HJ02 9/25/2017 57 71613 J19 9/25/2017 87 71613 T26 9/25/2017
28 71613 HJO4 9/25/2017 58 71613 J20 9/25/2017 88 71613 %%%1111 'I i 9/25/2017
I
29 71613 HJO7 9/25/2017 59 71613 J21 9/25/2017 89 716 S' ,)K M' �• 11hp 9/25/2017
30 71613 HJO7A 9/25/2017 60 71613 J22 9/25/2017 g0 : �• • CiE 'Q� X1/25/2017
• i
•
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida,' O 7 t 4 .7
lq*/\ Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821- ': k * .*
slnn
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for tbj
Truss Design Drawings listed above and attached.The suitability and use of each drawing for any • �•
particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2; • • 14/;y
APEX •
With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with s�-� • R '°.'e� �`
Rule 61G15-23.002(2)and 61G15-31.003 of the Florida Board of Professional Engineers 'I S '• ,.•1•••43 N
II111 i 112V•
Ossi Development
Site Information
036-01 Atlantic Beach Country Club(FL-Duval) igOrvN"-)
Structural Engineer of Record H
Derek B.Murray
PE No. 71457
4745 Sutton Park Court,Suite 402 nueHouse
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 7-10 TCDL 07 psf TCDL 17 psf
Enclosed Structure(0.18) BCLL 00 psf+ NCLL 10 psf BCLL 00 psf
Exposure C BCDL 05 psf BCDL 05 psf
Occupancy Category II (Res)
FBC2014 Residential/TPI-2007
Design Program: ITW VIEW v17.00.000
This Package inlcudes 101 truss designs with individual date of design
NO JOB ID TRS ID DATE NO I JOB ID TRS ID DATE NO JOB ID [IRS ID DATE
91 71613 T30 9/25/2017
92 71613 T31 9/25/2017 .
93 71613 T32 9/25/2017
94 71613 T33 9/25/2017
95 71613 T34 9/25/2017
96 71613 T35 9/25/2017
97 71613 T36 9/25/2017
98 71613 T36A 9/25/2017
99 71613 737 9/25/2017
100 71613 T38 9/25/2017
101 71613 T39 9/25/2017
Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida
Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-
101111r
F,,nn
The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the
Truss Design Drawings listed above and attached.The suitability and use of each drawing for any
particualr building is the responsibility of the Building Designer,per ANSI/TPI 1-2002 Section 2
APE With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with
Rule 61015.23.002(2)and 6101531.003 of the Florida Board of Professional Engineers
9/25/2017
Job#71613 BEARING INFORMATION
WOODTRUSS
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 14'09"08 FG01 HIPM 4.00/12 Pitch 2-Ply 1 1806.46 0.00
2 2997.39 0.00
1 13'11"00 FG02 COMN 4.00/12 Pitch 3-Ply 1 6152.19 0.00
2 8776.76 0.00
1 20'06"00 FG03 FLAT 0.00/12 Pitch 3-Ply 1 5317.85 0.00
2 5863.72 0.00
1 22'09"00 F004 FLAT 0.00/12 Pitch 2-Ply 1 8996.91 0.00
2 2041.45 0.00
1 22'06"08 FG05 FLAT 0.00/12 Pitch 2-Ply 1 9159.24 0.00
2 2057.25 0.00
1 11'05"00 FG06 FLAT 0.00/12 Pitch 3-Ply 1 7617.37 0.00
2 7821.33 0.00
1 12'11"08 FG07 COMN 4.00/12 Pitch 2-Ply 1 1605.42 0.00
2 2291.19 0.00
1 11'04"02 FG08 MONO 0.00/12 Pitch 2-Ply 1 3614.13 0.00
2 4778.21 0.00
1 16'09"00 FG09 FLAT 0.00/12 Pitch 3-Ply 1 6918.50 0.00
2 685.58 0.00
1 20'05"00 FG10 COMN 4.00/12 Pitch 3-Ply 1 3083.22 0.00
2 2768.23 0.00
1 20'05"00 FG11 COMN 4.00/12 Pitch 3-Ply 1 2989.63 0.00
2 3419.49 0.00
10 12'11"08 FT01 COMN 4.00/12 Pitch 1-Ply 1 1285.95 0.00
2 1002.95 0.00
4 20'05"00 FT02 COMN 4.00/12 Pitch 1 -Ply 1 2352.27 0.00
2 1452.19 0.00
1 20'05"00 FT03 COMN 4.00/12 Pitch 2-Ply 1 3262.86 0.00
2 1643.60 0.00
2 02'06"05 HJO2 HIP_JACK 4.24/12 Pitch 1 -Ply 1 277.01 139.00
2 63.19 12.00
3 34.87 25.00
1 05'06"06 HJO4 HIP_JACK 4.24/12 Pitch 1-Ply 1 177.26 162.00
2 71.51 14.00
3 77.53 79.00
4 09'09"05 HJO7 HIP_JACK 4.24/12 Pitch 1 -Ply 1 272.92 250.00
2 283.52 121.00
3 64.52 50.00
1 09'09"05 HJO7A HIP_JACK 4.24/12 Pitch 1 -Ply 1 290.70 261.00
2 302.65 135.00
3 66.56 52.00
1 09'09"05 HJO7B HIP_JACK 4.24/12 Pitch 1 -Ply 1 276.21 253.00
2 289.16 128.00
3 67.51 52.00
2 02'08"07 HJO8 HIP_JACK 4.24/12 Pitch 1-Ply 1 278.29 136.00
2 38.11 10.00
3 27.02 23.00
3 09'09"05 HJO9 HIP_JACK 2.83/12 Pitch 1 -Ply 1 266.46 180.00
2 281.82 73.00
3 56.00 27.00
Page 1 of 5
Job#71613 BEARING INFORMATION
QTY ,SPANDESCRIPTION BRG# REACTION UPLIFT
1 09'09"05 HJ10 HIP_JACK 2.83/12 Pitch 1 -Ply 1 268.98 218.00
2 264.06 73.00
3 56.70 26.00
2 09'09"05 HJ12 HIP_JACK 2.83/12 Pitch 1 -Ply 1 232.39 205.00
2 728.83 160.00
3 -240.78 0.00
4 -102.72 0.00
14 01'00"00 J01 JACK 6.00/12 Pitch 1 -Ply 1 219.07 102.00
2 62.15 18.00
3 147.51 52.00
2 0110"08 J02 EJACK 6.00/12 Pitch 1 -Ply 1 200.90 73.00
2 22.11 8.00
3 21.70 19.00
13 03'00"00 J03 JACK 6.00/12 Pitch 1 -Ply 1 219.78 85.00
2 36.90 1.00
3 54.74 48.00
1 03'00"00 J03A JACK 6.00/12 Pitch 1 -Ply 1 98.48 24.00
2 42.46 4.00
3 73.08 59.00
2 04'00"00 J04 EJACK 6.00/12 Pitch 1 -Ply 1 245.41 57.00
2 52.05 0.00
3 84.47 40.00
10 05'00"00 J05 JACK 6.00/12 Pitch 1 -Ply 1 274.00 98.00
2 66.89 0.00
3 112.02 94.00
1 05'00"00 J05A JACK 6.00/12 Pitch 1 -Ply 1 164.14 43.00
2 71.07 5.00
3 122.89 101.00
1 04'10"08 J05B JACK 6.00/12 Pitch 1 -Ply 1 160.03 41.00
2 69.62 3.00
3 121.21 101.00
16 07'00"00 J07 EJACK 6.00/12 Pitch 1 -Ply 1 334.89 70.00
2 96.15 0.00
3 164.57 100.00
4 06'10"08 J07B EJACK 6.00/12 Pitch 1 -Ply 1 223.63 35.00
2 97.52 0.00
3 170.25 102.00
1 07'00"00 J07C MONO 6.00/12 Pitch 1 -Ply 1 476.86 211.00
2 506.96 248.00
5 02'00"00 J08 EJACK 6.00/12 Pitch 1-Ply 1 201.91 83.00
2 21.08 7.00
3 20.51 22.00
1 03'00"00 J10 COMN 6.00/12 Pitch 1 -Ply 1 754.13 258.00
2 430.33 171.00
1 03'00"00 J11 COMN 6.00/12 Pitch 1 -Ply 1 614.96 214.00
2 364.48 150.00
1 04'00"00 J12 MONO 6.00/12 Pitch 1 -Ply 1 498.88 166.00
2 485.04 160.00
6 01'00"00 J13 JACK 4.00/12 Pitch 1 -Ply 1 218.36 109.00
2 61.02 19.00
3 122.44 41.00
Page 2 of 5
Job#71613 BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
6 03'00"00 J14 JACK 4.00/12 Pitch 1 -Ply 1 217.91 74.00
2 35.52 1.00
3 52.45 30.00
6 05'00"00 J15 JACK 4.00/12 Pitch 1 -Ply 1 271.20 78.00
2 65.44 0.00
3 108.42 59.00
9 07'00"00 J16 EJACK 4.00/12 Pitch 1 -Ply 1 331.17 93.00
2 94.45 0.00
3 160.16 86.00
6 01'00"00 J17 JACK 4.00/12 Pitch 1 -Ply 1 232.24 129.00
2 70.83 21.00
3 179.08 60.00
6 03'00"00 J18 JACK 4.00/12 Pitch 1 -Ply 1 226.17 78.00
2 33.80 2.00
3 47.46 29.00
6 05'00"00 J19 JACK 4.00/12 Pitch 1 -Ply 1 277.14 80.00
2 63.91 0.00
3 105.24 58.00
4 07'00"00 J20 EJACK 4.00/12 Pitch 1 -Ply 1 336.28 95.00
2 93.02 0.00
3 157.57 85.00
10 05'08"00 J21 MONO 4.00/12 Pitch 1 -Ply 1 290.80 73.00
2 164.36 34.00
5 07'00"00 J22 EJACK 4.00/12 Pitch 1 -Ply 1 284.83 75.00
2 555.69 215.00
3 -143.16 60.00
4 -228.08 103.00
5 03'06"08 J23 MONO 4.00/12 Pitch 1 -Ply 1 231.01 73.00
2 86.54 19.00
4 05'08"08 J24 MONO 4.00/12 Pitch 1 -Ply 1 457.85 199.00
2 0.00 1.00
1 28'01"00 T01 COMN 6.00/12 Pitch 1 -Ply 1 2082.94 892.00
2 1999.77 869.00
1 30'01"00 T02 COMN 6.00/12 Pitch 1 -Ply 1 1599.00 746.00
2 1825.18 813.00
1 28'01"00 T03 COMN 6.00/12 Pitch 1 -Ply 1 925.99 268.00
2 917.75 413.00
1 30'01"00 T04 COMN 6.00/12 Pitch 1 -Ply 1 1488.30 712.00
2 1005.84 497.00
1 30'01"00 T05 COMN 6.00/12 Pitch 1 -Ply 1 1079.61 321.00
2 984.20 290.00
1 30'01"00 T06 COMN 6.00/12 Pitch 1-Ply 1 1310.55 338.00
2 911.61 234.00
1 30'01"00 T07 COMN 6.00/12 Pitch 1 -Ply 1 1311.95 338.00
2 913.54 234.00
1 30'01"00 T08 COMN 6.00/12 Pitch 1 -Ply 1 1311.95 321.00
2 913.54 171.00
1 30'01"00 109 COMN 6.00/12 Pitch 1 -Ply 1 1304.30 334.00
2 919.78 170.00
1 30'01"00 T10 COMN 6.00/12 Pitch 1 -Ply 1 1304.30 358.00
2 919.78 173.00
Page 3 of 5
Job#71613 BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
1 30'01"00 T11 COMN 6.00/12 Pitch 1 -Ply 1 1253.34 355.00
2 836.40 245.00
1 30'01"00 T12 COMN 6.00/12 Pitch 1 -Ply 1 1076.29 323.00
2 1076.29 325.00
1 20'09"00 T13 COMN 6.00/12 Pitch 1 -Ply 1 720.98 202.00
2 721.31 202.00
1 20'09"00 T14 HIPS 6.00/12 Pitch 1 -Ply 1 1570.24 684.00
2 1570.24 684.00
1 25'01"00 T16 COMN 6.00/12 Pitch 2-Ply 1 4970.84 2044.00
2 6825.81 2208.00
1 25'01"00 T17 SPEC 6.00/12 Pitch 1 -Ply 1 912.17 272.00
2 912.18 272.00
1 25'01"00 T18 HIPS 6.00/12 Pitch 1 -Ply 1 912.17 276.00
2 912.18 276.00
1 25'01"00 T19 HIPS 6.00/12 Pitch 1 -Ply 1 2014.25 878.00
2 2004.32 871.00
1 10'05"00 T20 COMN 6.00/12 Pitch 1 -Ply 1 821.71 264.00
2 994.74 280.00
1 07'07"00 121 HIPS 0.00/12 Pitch 1 -Ply 1 296.63 149.00
2 831.17 387.00
1 13'08"00 T22 HIPM 4.00/12 Pitch 1 -Ply 1 926.93 306.00
2 1186.71 373.00
1 13'08"00 T23 HIPM 4.00/12 Pitch 1 -Ply 1 541.31 162.00
2 431.91 151.00
1 13'08"00 T24 HIPM 4.00/12 Pitch 1 -Ply 1 541.31 156.00
2 431.91 156.00
1 13'08"00 T25 HIPM 4.00/12 Pitch 1 -Ply 1 921.33 306.00
2 1159.20 365.00
1 13'08"00 T26 HIPM 4.00/12 Pitch 1 -Ply 1 545.51 164.00
2 427.70 150.00
1 13'08"00 T27 HIPM 4.00/12 Pitch 1 -Ply 1 545.51 158.00
2 427.70 155.00
1 13'08"00 T28 HIPM 4.00/12 Pitch 1 -Ply 1 545.58 150.00
2 430.44 145.00
1 20'05"00 T29 HIPS 4.00/12 Pitch 1 -Ply 1 753.18 242.00
2 657.15 208.00
1 20'05"00 T30 HIPS 4.00/12 Pitch 1 -Ply 1 1623.67 523.00
2 1527.64 479.00
4 12'06"08 T31 MONO 4.00/12 Pitch 1 -Ply 1 505.42 86.00
2 394.95 79.00
1 21'02"00 T32 HIPM 4.00/12 Pitch 1 -Ply 1 -1221.05 116.00
2 676.83 165.00
1 21'02"00 T33 HIPM 4.00/12 Pitch 1 -Ply 1 782.04 120.00
2 676.83 178.00
1 21'02"00 T34 HIPM 4.00/12 Pitch 1 -Ply 1 782.04 144.00
2 676.83 189.00
1 21'02"00 T35 HIPM 4.00/12 Pitch 1 -Ply 1 782.04 159.00
2 676.83 198.00
1 21'02"00 T36 SPEC 4.00/12 Pitch 1 -Ply 1 782.04 148.00
2 676.83 165.00
Page 4 of 5
Job#71613 BEARING INFORMATION
1
QTY SPAN I DESCRIPTION I BRG# REACTION UPLIFT
1 21'02"00 T36A SPEC 4.00/12 Pitch 1 -Ply 1 782.04 154.00
2 676.83 184.00
2 21'05"00 T37 COMN 4.00/12 Pitch 1 -Ply 1 785.36 251.00
2 689.70 217.00
1 21'05"00 T38 HIPS 4.00/12 Pitch 1 -Ply 1 785.36 252.00
2 689.70 218.00
1 21'05"00 T39 HIPS 4.00/12 Pitch 1 -Ply 1 525.88 48.00
2 -618.68 597.00
3 268.66 380.00
4 193.42 103.00
WOODFLOOR
I
QTY SPAN DESCRIPTION i BRG# REACTION UPLIFT
3 20'06"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 1255.44 0.00
2 1272.31 0.00
1 20'06"00 F02 SY42 0.00/12 Pitch 1 -Ply 1 1254.14 0.00
2 1259.36 0.00
2 22'09"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 2873.81 0.00
2 1220.94 0.00
1 22'09"00 FO3A SY42 0.00/12 Pitch 1 -Ply 1 3330.30 0.00
2 1202.41 0.00
5 18'02"00 F04 SY42 0.00/12 Pitch 1-Ply 1 1126.33 0.00
2 1126.33 0.00
2 22'09"08 F05 SY42 0.00/12 Pitch 1 -Ply 1 2865.42 0.00
2 1223.81 0.00
1 22'09"08 FO5A SY42 0.00/12 Pitch 1-Ply 1 3454.64 0.00
2 1201.04 0.00
2 22'05"08 F06 SY42 0.00/12 Pitch 1 -Ply 1 1486.82 0.00
2 1780.49 0.00
2 22'05"08 F07 SY42 0.00/12 Pitch 1 -Ply 1 1602.64 0.00
2 1664.67 0.00
1 16'09"00 F08 SY42 0.00/12 Pitch 1 -Ply 1 2344.77 0.00
2 847.12 0.00
1 08'00"00 FGE01 SY42GABL 0.00/12 Pitch 1-Ply 1 963.50 0.00
1 02'00"00 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 219.50 0.00
Total of Trusses 254
Maximun Height 08'00"10
Page 5 of 5
1. PERMANENT BRACING IS ALWAYS REQUIRED AND MUST BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER OF RECORD. PERMANENT
BRACING INCLUDES TOP CHORD BRACING, BOTTOM CHORD BRACING, COMPRESSION WEB MEMBER BRACING AND GABLE END LATERAL BRACING.
2. RECIEPT, STORAGE, ERECTION, FIELD INSTALLATION AND FIELD ASSEMBLY IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE ABSENCE OF
SPECIFIC BRACING REQUIREMENTS, THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE BRACED IN ACCORDANCE WITH BCSI-03.
3. NEVER EXCEED THE DESIGN LOADING SHOWN AND NEVER STACK MATERIALS ON INADEQUATELY BRACED TRUSSES.
4. PROVIDE COPIES OF THE TRUSS DESIGN TO THE BUILDING DESIGNER, ERECTION SUPERVISOR, PROPERTY OWNER AND ALL OTHER INTERESTED
PARTIES.
5. TOP CHORDS MUST BE SHEATHED OR PURLINS PROVIDED AT SPACING SHOWN ON DESIGN. BUILDING DESIGNER OR ENGINEER OF RECORD
REQUIRED TO PROVIDE THIS-SEE NOTE 1 ABOVE.
6. BOTTOM CHORDS REQUIRE RIGID CEILING OR CONTINUOUS LATERAL BRACING AT SPACING NOTED ON TRUSS PROFILE. BUILDING DESIGNER OR
ENGINEER OF RECORD REQUIRED TO PROVIDE THIS-SEE NOTE 1 ABOVE.
7. TRUSS TO TOP PLATE AND ALL OTHER CONNECTIONS NOT SHOWN ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER.
8. DO NOT CUT OR ALTER TRUSS MEMBERS OR PLATE WITHOUT PRIOR APPROVAL OF A PROFESSIONAL ENGINEER. FOR TRUSS REPAIR DRAWINGS,
EMAIL REPAIR REQUEST TO CUSTOMERSERVICE@TRUEHOUSE.COM. EMAIL SHOULD CONTAIN LOT NUMBER, SUBDIVISION, TRUSS NUMBER, SPECIFIC
SCOPE OF REPAIR, AND CONTRACTOR CONTACT INFO.
4,5
3.8
1.14
SYMBOL INDICATES REQUIRED
LATERAL BRACING. PERMANENT
SYMBOL AND TEXT INDICATES 4 x 5 LATERAL BRACING IS THE INDICATES LOCATION WHERE
REQUIRED SIZE AND LOACTION OF RESPONSIBILITY OF THE BUILDING BEARINGS(SUPPORTS)OCCUR.
TRUSS PLATE. PLATE TEETH MUST •✓•I =� DESIGNER. ALL BEARINGS ARE CONSIDERED
BE FULLY EMBEDDED INTO TO BE NO 2 SYP(UNO).
LUMBER AND PLATES MAY NOT BE
CUT OR ALTERED.
3 x 8 4;8
2 x 4 4 x 5 ` GENERAL NOTES AND DETAILS
8-11-15
fro
DIMINSIONS ARE SHOWN IN FEET-INCHES-SIXTEENTHS.
APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T ueHouse
JACKSONVILLE,FL 32224-904.821.5200 11-1\1 X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
GABLE TRUSS WEB
GABLE TRUSS WEB 2x6 NO 2 SYP "L" BRACE 2x6 NO 2 SYP "T" BRACE
FASTENED TO GABLE WEB a� FASTENED TO GABLE WEB
�
M``� W/.131" x 22" AT 6" O.C. r W/.131" x 22" AT 6" O.C.
I�
SECTION A-A SECTION A-A
OPTION 1 OPTION 1
(9' 8" - 12' 0") (9' 8" - 12' 0")
2x4 NO 2 SYP "L" BRACE GABLE TRUSS WEB 2x4 NO 2 SYP "T" BRACE
GABLE TRUSS WEB FASTENED TO GABLE WEB FASTENED TO GABLE WEB
W/.131" x 22" AT 6" O.C. W/.131" x 22" AT 6" O.C.
`i'�
A 1 11
SECTION B-B SECTION B-B
OPTION 2 OPTION 2
a_ (3' 8" - 9' 7") (3' 8" - 9' 7")
II iY)
II
1 * VERTICAL WEBS 3' 8" OR
—
LESS DO NOT REQUIRE CONNECTION BETWEEN BOTTOM CHORD OF
GABLE BRACES GABLE END TRUSS AND WALL, AS WELL AS THE
i _ ; I DESIGN AND SPECIFICATION OF PERMANENT
:, A ; A = 1 BRACING OF THE ROOF SYSTEM IS THE
;. B 11 B • *
RESPONSIBILITY OF THE BUILDING DESIGNER.
1
kil v hiliiiiiiiiiiiiiiii4Hip
GABLE END BRACING DETAIL
1 i i i (90
CONTINUOUS BEARING UNLESS NOTED OTHERWISE
fiA rra
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 .ueHo use
JACKSONVILLE,FL 32224-904.821.5200 ,r1 1 X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
(3).131" x 3" TOE-NAILS @ TOP & BOTTOM
CHORD CONNECTION. (NAILS THROUGH
BACK SIDE OF GIRDER INTO END GRAIN OF
JACK TRUSS ARE NOT ALLOWED)
JACK
JACK (3).131" x 3" TOE-NAILS @ TOP & BOTTOM
CHORD CONNECTION FOR CORNER JACK.
SOME CORNER JACKS MAY REQUIRE
z SIMPSON LS30 IN LIEU OF TOE-NAILS.
a JACK REFER TO SHOP DRAWINGS.
F-
z
7\
w
U w JACK
QLi'
J d
rz d LL
o O O -- - (2).131" x 3" TOE-NAILS @ TOP & BOTTOM
CC
\\\� JACK CHORD CONNECTION.
fY O U U U
Q Q Q
"HJ" GIRDER
VARIES/ /
TYPICAL HIP SET NAILING DETAIL
r
TI..I ,0*/\A no
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHo use
JACKSONVILLE,FL 32224-904.821.5200
pitrw L.X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
24" TYP I I I
k X X X N X X COMMON TRUSSES
- @ 24" O.C.
o I I
z
mwDESw J MAX 12"OVERHANG UNLESS /LEET
IGNED BY OTHERSQp t
0 0 .�/ 24" O.C.
O U a .
GP �o
wc,
\\ I 4 ,
COMMON TRUSSES
•
@ 24" O.C.
0 .._ I
COMMON I KUSSES (.. •. . PARTIAL TRUSS LAYOUT
2x4 NO 2 SYP NAILER ROOF SHEATHING OR PURLINS.
FASTEN VALLEY ASTENED TO EACH COMMON IF DECKING IS NOT INSTALLED BELOW
TRUSS TO NAILER TRUSS W/(2).131"x 21" VALLEY TRUSSES, PULINS MUST BE
W/.131"x 22" INSTALLED FOR TOP CHORD BRACING.
6" O.C. SEE INDIVIDUAL TRUSS PROFILE FOR
PURLIN AND SPACING.
'� � NORD FIELD BEVEL VALLEY
SOP G TRUSS BOTTOM CHORD
•‘A-C\2'
N-C\ FASTEN VALLEY TRUSS TO
TCFiTCH COMMON TRUSS
•�► TO EACH COMMON TRUSS
W/(2).131"x 2i"
ROOF SHEATHING 1' Cp VALLEY TRUSS FRAMING DETAIL
,A SOP GNO
S
••0-•'. , 0 TH
.......
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�ueHouse
JACKSONVILLE,FL 32224-904.821.5200
. 1"' GX
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
i
IGGYBACK TRUSS
6"x 8"x z'PLYWOOD(or 1s'OSB)GUSSET
APPLIED TO EACH FACE SPACED 48"O.C.
i FASTEN WITH(4)8d COMMON INTO EACH
CHORD FROM EACH SIDE(TOTAL 16 NAILS).
MAXIMUM PURLIN SPACING 36"O.C.
REFER TO INDIVIDUAL BASE TRUSS DESIGN
FOR ACTUAL TOP CHORD PURLIN SPACING.
In •
• 1 0l
Ki:4 (fl' 0: 9'4' ilii`'
PIGGYBACK TRUSS 0 Q
V-44 \ 1••••• ,.1.' ,... .,, .,, ,,,,b
, \ I
ATTACH PURLIN TO TOP CHORD OF BASE TRUSS i
EACH BASE TRUSS WITH(2).131"x 23'
h
6',OA/ OPTION 1
MAXIMUM PURLIN SPACING 24"O.C. TO Gs,
REFER TO INDIVIDUAL BASE TRUSS DESIGN (7)A. NO
FOR ACTUAL TOP CHORD PURLIN SPACING. , �C /3Sy'OSC
•
0 i 0 .,.. * 17- ^Z/
OS 041 4 +4, .c.
DI
0 \-\
BASE TRUSS
ATTACH PIGGY BACK TO EACH PURLIN FOR PIGGY BACK TRUSSES WITH SPANS LESS THAN 12'SCAB
WITH(2).131"x 2i' MAY BE OMMITED PROVIDED THAT THE ROOF SHEATHING IS PIGGYBACK TRUSS CONNECTION DETAIL
ATTACH PURLIN TO TOP CHORD OF * CONTINUOUS OVER JOINT(SHEATHING TO OVERLAP A MINIMUM
EACH BASE TRUSS WITH(2).131"x 2i" OF 12"OVER JOINT). 1:1 f V\no
OPTION 2 TH
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 1 .0 eHouse
JACKSONVILLE,FL 32224-904.821.5200
Im‘l' IG.X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
36" MAXIMUM FLAT
TOP CHORD SPAN
FASTEN SCABS TO CONTINUOUS 2x4 NO 2
SYP RIDGE BEAM W/(2).131"x 22"
R
2x4 NO 2 SYP BLOCKING BOE WEEN CAPS MN/ /J�NO2Sy
FASTENED W/(2).131"x 22"AT EACH END /(,/sp.v„ • 3, C'
•� �i
/40 6,
(1) PURLIN AT MIDSPAN OF
BASE TRUSS ACH TRUSS TOP CHORD
WITH (2).131"x 24"
/\
CONVENTIONAL FRAMED PIGGYBACK DETAIL
r
(cL fit/\A na
APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHo use
JACKSONVILLE,FL 32224-904.821.5200 ritrw IX
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
REQUIRED FASTENERS
ROOF TRUSS HANGER SUPPORTING GIRDER GIRDER BOTTOM CHORD REACTION UPLIFT
GIRDER TRUSS
ONE PLY TRUSSES
LUS26 1 PLY 2x6 746 746 (4) 0.148" x 1-1/2" (4) 0.148"x 3"
HTU26 1 PLY 2x6 1823 691 (20) 0.148" x 1-1/2" (14)0.148" x 1-1/2"
HTU26 2 PLY 2x6 2604 987 (20) 0.148" x 3" (14) 0.148" x 1-1/2"
HTU28 2 PLY 2x8 3167 945 (26)0.148"x 3" (14) 0.148" x 1-1/2"
TWO PLY TRUSSES
HTU26-2 2 PLY 2x6 2940 1273 (20) 0.148" x 3" (14) 0.148" x 3"
HGUS26-2 2 PLY 2x6 4393 1810 (20)0.148"x 3" (8) 0.148"x 3"
HGUS28-2 2 PLY 2x8 6266 2717 (36)0.148" x 3" (12)0.148" x 3"
THREE PLY TRUSSES
HGUS26-3 2 PLY 2x6 _ 4393 _ 1810 (20) 0.148"x 3" (8) 0.148" x 3"
HGUS28-3 2 PLY 2x6 6266 2717 (36) 0.148"x 3" (12) 0.148"x 3"
!frf-
IIIII
grim e
mE.
1 Z.4
o �,
I FM
di I 41 a
41/r 1
Y V LUS 1-PLY CONNECTION
HTU 2-PLY CONNECTION 1/2" MAX GAP HTU 1-PLY CONNECTION 1/2" MAX GAP
ROOF TRUSS CONNECTOR SPECIFICATIONS
(-0 'CA rirci
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 Z'i.ueHo use
JACKSONVILLE,FL 32224-904 821 5200
1-‘1— LI X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
iN
NI N ■�• 1 °- -r—� 1
I e _, a
1111\-NOTE 2 I NOTE 2 OTE 2
I OTE 1 � III
NOTE 1
� � NM � '
---1II I I�I I 'II I 31
2-PLY 3-1/2" WIDE BEAM 3-PLY 5-1/4" WIDE BEAM 4-PLY 7" WIDE BEAM 2-PLY 7" WIDE BEAM
ASSEMBLY ASSEMBLY ASSEMBLY ASSEMBLY
FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.131"x 3"NAIL FASTENER TYPE 0.25"x 6"SDS FASTENER TYPE 0.25"x 6"SDS
SCREW SCREW
NUMBER OF ROWS 3 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS NUMBER OF ROWS 2 ROWS
REQUIRED FASTENER SIDES ONE SIDE REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES REQUIRED FASTENER SIDES TWO SIDES
FASTENER ON CENTER FASTENER ON CENTER FASTENER ON CENTER FASTENER ON CENTER
SPACING PER SIDE 6"O.C. SPACING PER SIDE 6"O.C. SPACING PER SIDE 12 O.C. SPACING PER SIDE 12"O.C.
MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8" MINIMUM BEAM DEPTH 11-7/8"
BEAM NOTES
1. IF 3 ROWS OF FASTENERS ARE REQUIRED,PLACE MIDDLE ROW
SPACING OF FASTENERS AT THE CENTER OF THE BEAM DEPTH.
2. IF FASTENERS ARE REQUIRED ON BOTH SIDES,STAGGER ROWS
SUCH THAT FASTENERS FALL HALF WAY BETWEEN FASTENER
I I I I I
1 1
1 I
I
SPACING ON THE FIRST SIDE.REFER TO FIGURE 1.
3. STRUCTURAL ENGINEERING BEAM PLY FASTENER SCHEDULE
TAKES PRECEDENCE OVER THIS SPECIFICATION.
4. BEAMS WITH LARGE POINT LOADS REQUIRE ADDITIONAL
FASTENERS.SEE STRUCTURAL ENGINEERING FOR MORE
INFORMATION.
z OF SPACING
FIGURE 1
TOP VIEW OF BEAM
REQUIRED SPACING IF FASTENERS ARE REQUIRED ON EACH FACE OF BEAM BEAM PLY TO PLY FASTENER SPECIFICATIONS
(i.4 fi*I\A no
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHouse
JACKSONVILLE,FL 32224-904.821.5200 1-%T" X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
. TECHNOLOGY.
(2)10d TOP NAILS
ER STRAP ---1/-- (2)10d TOP NAILS
PER STRAP
\ / N \ \ \
1 / (1)10d FACE NAIL (1)10d FACE NAIL
/—PER STRAP —PER STRAP
V ,/'/ N \ / NN \
A (3)10d STRAIGHT \ (3)10d STRAIGHT \
AILS PER SIDE AILS PER SIDE
11 /iiik/z
H 1 . /
/ \ THA422 / THA422
— —DEPTH AND PLIES VARY
FLOOR TRUSS TO BEAM FLOOR TRUSS TO ROOF GIRDER
ForA
(2)10d TOP NAILS /
lie
PER STRA'
(1)10d FACE NAIL
ER STRAP \
(3)10d STRAIGHT
ill
AILS PER SIDE
ip THA422 ,
MI THA422 CONNECTOR DETAIL
WI4Igr
FLOOR TRUSS TO FLOOR TRUSS TH AV\A la c.
APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 1 .ueHouse
JACKSONVILLE,FL 32224-904.821.5200
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING
SYSTEMS, 2x6 "STRONGBACKS" SHOULD BE LOCATED EVERY 8 TO
10 FEET ALONG A FLOOR TRUSS.
STRONGBACK MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM
CHORD. SECURELY FASTEN TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW.
-=_-_\ X / a
I!I /
v/—=-
.
ATTACH TO VERTICAL ATTACH TO VERTICAL ATTACH 2x4 VERTICAL TO FACE
WEB WITH (3)12. WEB WITH (3)12. •F TRUSS. FASTEN TO TOP
COMMON WIRE NAILS. COMMON WIRE NAILS. AND BOTTOM CHORD WITH (2)12d
COMMON IN EACH CHORD.
=_NNiss 4N,7.;
III i
X / \ /_ N
Mi ig.
_� R R _ ,\\\\�\\\\ 3LOCKING
7
\ TRUSSES TYPICAL SPLICE 48" 2x6 AS REQUIRED
`—BEARING WALL
THE STRONGBACKS SHOULD EITHER BE SECURED TO ADJACENT PARTITION WALLS OR ALTERNATE"X"
BRIDGING SHOULD BE USED TO TERMINATE THE BRACING MEMBERS. IF SPLICING IS NECESSARY, USE FLOOR TRUSS STRONG BACKS
A 4'-0"LONG SCAB CENTERED OVER THE SPLICE AND JOIN WITH (12)12d NAILS EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH (12)12d COMMON WIRE NAILS STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A (ii)
VERTICAL)
APEX TECHNOLOGY ISA FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO.7547-4745 SUTTON PARK COURT,STE.402 T�.ueHouse
JACKSONVILLE,FL 32224-904.821.5200 alm‘r- X
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF APEX TECHNOLOGY AND IS TO BE USED ONLY IN CONJUNCTION WITH TRUSSES DESIGNED BY APEX
TECHNOLOGY.
71613 Ply:1 SEQN:20110/T50/SY42 '
Jo&Brian Adcock Residence Qty: 3 FROM:KS DRW:
F01 Wgt:114.8Ibs / ... 09/25/17
10'3" 111'4"8 I 20'6"
10'3" 1'1 8 9'1"8
I3„1
2'6" 1 ri
(TYP)
III 1.5X3
1111.5X3=4X5[2] =4X4 1111.5X3 W=3X4 =4X4 =4X5[20]
A B C D E F G H I J K L
T _ \-1-' ..a\\\\ // \ /.\./ _NA 338
\../-\ / \ /
I "Al
X W V U T S R Q P 0 N
=4X4 4X5[3] 1113X4[5][5] W=H0310 1111.5X3 =4X4 =4X5[19] =4X5
r 20'6" -i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.271 F 896 360 X 1255 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.495 F 490 323 N 1272 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.047 B - - X Min Brg Width Req= -
Des Ld: 62.00 EXP:NA HORZ(TL): 0.085 B - - N Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.356
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.571 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.591 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 G-H 0 -3817
I:NA GCpi:NA Plate Type(s): B-C 0-1835 H-I 0 -3817
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01.0630.10 C-D 0-3092 I-J 0 -3041
Lumber Hangers/Ties D-E 0-3844 J-K 0 -1758
F
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on F-G F-G 0-4090 K-L 1 0
manufacturer testedcapacities and calculations. 0-4090
Top chord 4x2 SP SS
Bot chord 4x2 SP SS Conditions may exist that require different
Webs 4x2 SP#3connections than indicated.Refer to manufacturer Maximum Bot Chord Forces Per Ply(lbs)
publication for additional information. Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Bearing at location x=0' uses the following X-W 1065 0 S-R 4090 0
support conditions:
Plating Notes Bearing X (0',10'1"2)HHUS46 V-U 3585 0 Q-P 3543 0
Supporting Member:(3)2x6 SP SS Dense
All plates are 3X3 except as noted. (14)0.148"x3"nails into supporting U-T 4073 0 P-O 2519 0
Plate Shift Table member, T-S 4073 0 0-N 976 0
(6)0.148"x3"nails into supported
JT Plate Lateral Chord JT Plate Lateral Chord member. Maximum Web Forces Per Ply(lbs)
No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp.
[2] 4X5 2.25 L 1.25 [3] 4X5 2.75 L 1.25 End Vertical Attachment
[5] 3X4 1.75 L 1.25 [19] 4X5 2.75 R 1.25 Attach notched end vertical(s)to next end vertical A-X 0 -48 R-G 200 -117
[20] 4X5 2.25 R 1.25 using(3)qty.10d box or(0.128"x3"min)gun nails,or X-B 0-1600 G-Q 0 -604
Purlins (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire B-W 1222 0 0-I 529 0
staples,through wide face;or(3)qty.16-Gauge,1" W-C 0-1186 I-P 0 -796
In lieu of structural panels or rigid ceiling use purlins Crown(minimum),1-1/2"length wire staples on each C-V 810 0 P-J 829 0
to laterally brace chords as follows: narrow face. V-D 0 -783 J-O 0 -1208
Chord Spacing(in oc) Start(ft) End(ft) D-U 411 0 O-K 1242 0
TC 24 0.00 20.25 Additional Notes
U-E • 0 -398 K-N 0 -1551
BC 120 0.00 20.25 +2x6 continuous strongback.See detail E-S 369 -275 L-N 0 -48
Apply purlins to any chords above or below fillers STRBRIBR1014 for bracing and bridging
at 24"OC unless shown otherwise above. recommendations. S-F 82 -169 N-M 0 -8
Deflection Truss must be installed as shown with top chord up.
Max JT VERT DEFL:LL:0.27"DL:0.26".See detail The overall height of this truss excluding overhang is
DEFLCAMB1014 for camber recommendations. 1-8-0.
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 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 g*/\
APEX
Tru eHo use PE NoMichael
Noel 08391owski Jeffrey
No.58544son
o58544son FE No 71457y PE No.Russell
71613 Ply:1 SEQN:20113/T69/SY42
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
F02 Wgt:117.6lbs ... / ... 09/25/17
f'
10'4"8 1114 8I 206 H10'4"8 1' 9'1"8 g
P i F-2 6"--I
�3,H 11
2'6"
1111.5X3
1111.5X3=4X5[3] =4X4 1111.5X3 W=3X4 1=-4X4 4X5[21]
T 271Y A B CDEF G+`\H\ I J K L M
W
/a\ -
1 (01012
IX W V U T S R 0 P 0 N
=4X5 =4X4[4] 1113X4[6][6] W=H0310 1111.5X3 1113X4[18][18] =4X5[20] =4X5
1 20'6" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.297 F 809 360 X 1254 /- /- /- /- /2.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.543 F 443 320 N 1259 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 B - - X Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.098 B - - N Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings X&N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FSC 2014 RES Max TC CSI: 0.614
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.886 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.583 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -1 G-H 0 -3753
I:NA GCpi:NA Plate Type(s): , B-C 0-1763 H-I 0 -3753
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01.0630.10 C-D 0-3016 I-J 0 -3000
Lumber End Vertical Attachment D-E 0-3763 J-K 0 -1738
Value Set:138(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 0-4009K-L 1 0
G
F-G 0-401111
Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or
Bot chord 4x2 SP#1 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC X-W 995 0 S-R 4011 0
Additional Notes W-V 2508 0 R-Q 4009 0
Plating Notes +2x6 continuous strongback.See detail V-U 3507 0 Q-P 3492 0
All plates are 3X3 except as noted. STRBRIBR1014 for bracing and bridging U-T 3992 0 P-0 2488 0
recommendations. T-S 3992 0 0-N 966 0
Plate Shift Table
JT Plate Lateral Chord JT Plate Lateral Chord Truss must be installed as shown with top chord up.
No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
[3] 4X5 2.25 L 1.25 [4] 4X4 2.50 L 1.25 1-8-0. Webs Tens.Comp. Webs Tens. Comp.
[6] 3X4 1.75 L 1.25 [18] 3X4 1.75 R 1.25 Y-X 0 -8 R-G 201 -128
[20] 4X5 2.75 R 1.25 [21] 4X5 2.25 R 1.25 X-A 0 -47 G-0 0 -577
X-B 0-1549 Q-I 506 0
Purlins B-W 1219 0 I-P 0 -780
In lieu of structural panels or rigid ceiling use purlins W-C 0-1183 P-J 814 0
to laterally brace chords as follows: C-V 807 0 J-0 0 -1191
Chord Spacing(in oc) Start(ft) End(ft) V-D 0 -779 0-K 1225 0
TC 24 0.25 20.25 D-U 407 0 K-N 0 -1535
BC 120 0.21 20.25
Apply purlins to any chords above or below fillers U-E 0 -394 L-N 0 47
at 24"(DC unless shown otherwise above. E-S 357 -264 N-M 0 8
S-F 70 -151
Deflection
Max JT VERT DEFL:LL:0.30"DL:0.28".See detail
DEFLCAMB1014 for camber recommendations.
NOTES:
NI- 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.
(IrrH) 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 fit/\
APEX
TrueHouse PE NMichael60839 G Kozlowski
0391owski
Jeffrey
58544son
EPE No MurrayDerek B1457PE No Russet
7693
71613 Ply:1 SEQN:17308/T45/SY42
Jo&Brian Adcock Residence Qty: 2 FROM: DRW:
F03 Wgt:128.8 lbs ... / ... 09/25/17
12'5" 137"8 22'9"
I' 12'5, - - - + +1 2.,8 9'1"8
'�
H-210„8_--2,6„-H 'F.12-12.1
(TYP)
W=3X4
4X5[2] 1114X5[4][4] =4X5[6] =4X4 1111.5X3 =4X4 =4X5
A B C D E F G H 1 J K L
M
T TI AA- w3 \./ ` / \./\ /� /`,/`_/ \`/ �e + tore
Z Y X W VU T S R Q P 0 N T
=4X5 =5X5[5] =4X4[7] 1113X4[9][9] 1111.5X3 =4X4 =5X5
W=H0310
I---2' j 20'9" 1
I 22'9" I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.218 G 999 360 Y 2874 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.503 F 485 325 N 1221 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 0 - - Y Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.076 0 - - N Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Y&N Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.729
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.623 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.696 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1621 0 G-H 0 -3770
I:NA GCpi:NA Plate Type(s): B-C 1199 -329 H-I 0 -3770
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-D 470-1939 I-J 0 -3276
Lumber End Vertical Attachment D-E 0-3042 J-K 0 -2345
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 0-3775 K-L 0 872
G
F-G
Top chord 4x2 SP SS using(3)qty.10d box or(0.128"x3"min)gun nails,or 0-3775
Bot chord 4x2 SP SS (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3:W3 4x2 SP#2: staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC Z-Y 1 -1 T-S 3777 0
Additional Notes Y-X 0 -1560 S-R 3775 0
Special Loads +2x6 continuous strongback.See detail X-W 1245 -821 R-Q 3615 0
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging W-V 2605 -143 Q-P 2927 0
TC-From 114 plf at 0.12 to 114 plf at 22.62 recommendations. V-U 3462 0 P-0 1737 0
BC-From 10 plf at 0.00 to 10 plf at 22.75 Truss must be installed as shown with top chord up. U-T 3462 0 0-N 0 -1
TC-1230 lb Conc.Load at 0.25
The overall height of this truss excluding overhang is
Plating Notes 1-8-0. Maximum Web Forces Per Ply(lbs)
All plates are 3X3 except as noted. Webs Tens.Comp. Webs Tens. Comp.
Z-A 6 -11 F-S 213 -169
Plate Shift Table AA-Z 3 -5 G-R 89 -230
JT Plate Lateral Chord JT Plate Lateral Chord A-Y 0-2033 R-I 499 -294
No Size Shift Bite No Size Shift Bite Y-B 0-1575 I-Q 0 -537
[2] 4X5 0 1.50 [4] 4X5 1.25 L 1.25 B-X 1462 0 Q-J 555 0
[5] 5X5 2.75 L 1.25 [6] 4X5 2.25 L 1.25 X-C 0-1515 J-P 0 -924
[7] 4X4 2.50 L 1.25 [9] 3X4 1.75 L 1.25 C-W 1206 0 P-K 965 0
Purlins W-D 0-1160 K-0 0 -1374
In lieu of structural panels or rigid ceiling use purlins V- 781 2 -L 1385 0
E L
V-E
to laterally brace chords as follows: 0 -752 L-N 0 -1143
Chord Spacing(in oc) Start(ft) End(ft) E-T 554 0 N-M 0 64
TC 24 0.12 22.50 T-F 74 -638
BC 120 0.00 22.50
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 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 Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fit/\
APEX
TrueHouse PE Noel 008Kozlowski
Jeffrey
No No.58544
FEPE No 71457y PE No.77769311
71613 Ply:1 SEAN:17337/T28/SY42
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
F03A Wgt:169.4 lbs ... / ... 09/25/17
I 12'5" 1137"8 I 22'9"
I
12'5" 1'2"8 9'1"8
H 1'11"~I-2'6"--I 12212.1
(TYP)
1II4X4(R)
=6X6 Itl5X7(R) IP5X7(R) W=3X4 W=3X4 =5X5 1114X825
A B C D E FG IIIHXI J K L )[25]
T T '
T3 N
1 4
1 _:\ \\ t\./ \_/ \"/ j\ / \_/ \ / �e o.
AA Z Y X W V U T S R 0 P Oi T
=3X4 =4X8 5X5[5] =4X5[7] =4X4 =3X3[12] =3X3 •3X3 =4X4 =5X5[24] 1113X3
W=3X8 111 1.5X3
I-2' 1 zo'9 ._ . i
I" 22'9" I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.198 H 999 360 z 3330 1- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.462 G 527 325 0 1202 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 0 - - Z Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL):0.087 0 - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Z&0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.479
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.980 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.750 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 2369 0 G-H 0 -3814
I:NA GCpi:NA Plate Type(s): B-C 1872 -107 H-I 0 -3808
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 `C-D 1026 -1812 I-J 0 -3808
Lumber End Vertical Attachment D-E 354 -2992 J-K 0 -3336
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 0-3644 K-L 0 -2894
G
Top chord 4x2 SP SS:T3,T4 4x2 SP#2: using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0-3644 L-M 0 894
Bot chord 4x2 SP#2:B2 4x2 SP#1: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC AA-Z 0 -7 U-T 3814 0
Additional Notes Z-Y 0-2307 T-S 3814 0
Special Loads Y-X 1074-1430 S-R 3669 0
+2x6 continuous strongback.See detail
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging X-W 2522 -647 R-Q 2987 0
TC-From 114 plf at 0.12 to 114 plf at 22.62 recommendations. W-V 2522 -647 Q-P 1777 0
BC-From 10 plf at 0.00 to 10 plf at 22.75 V-U 3445 -84 P-O 5 -1
TC-1638 lb Conc.Load at 0.12 Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
Plating Notes 1-8-0. Maximum Web Forces Per Ply(lbs)
All plates are 4X5(R)except as noted. Webs Tens.Comp. Webs Tens. Comp.
AA-A 53 0 G-T 172 -102
Plate Shift Table AB-AA 0 -40 H-S 203 -260
JT Plate Lateral Chord JT Plate Lateral Chord A-Z 0-2923 S-J 478 -407
No Size Shift Bite No Size Shift Bite Z-B 0-1566 J-R 39 -515
[5] 5X5 3.00 L 1.25 [7] 4X5 2.75 L 1.25 B-Y 1575 0 R-K 542 0
[12] 3X3 1.75 L 1.25 [24] 5X5 2.75 R 1.25 Y-C 0-1608 K-Q 0 -918
[25) 4X8 1.25 R 2.75 C-X 1285 0 Q-L 957 0
Purlins X-D 0-1241 L-P 0 -1367
D-V 855 0 P-M 1381 0
In lieu of structural panels or rigid ceiling use purlins V-E 0 -824 M-O 0 -1147
to laterally brace chords as follows: E-U 659 0 O-N 0 -43
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.12 22.50 U-G 26 -723
BC 97 0.00 22.50
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 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 Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fi*/\
Tru eflo use PE Noel GO K3oozlowski
Jeffrey
No.58544son
o58544son Derek B
PE No.71457y PE No.Adam KRu 779311
APEX
71613 Ply:1 SEAN:17398/T89/SY42
Jo&Brian Adcock Residence Qty: 5 FROM: DRW:
F04 Wgt:98.0lbs ... / ... 09/25/17
710 8 103 I 8 I 182"
I
7'10"8 2'5" 7'10"8
I-2'6" I 2'6"12--I 2'6'12--I I--2'6"12 -I 2'6"12-I
(TYP)
1111.5X3 =4X8 1111.5X3 -. 3X3[5] =3X3[8] 1111.5X3 =4X8 1111.5X3
A B C D E F G H
4 I
T1:
h 'Is..1" 71/'"._ r.... _s_10.1"2
N M L K J I
=4X5 =3X8[4] 1111.5X3 1111.5X3 =3X8[10] =4X5
A 182" i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh 1 RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.239 L 910 360 N 1126 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.539 L 404 290 I 1126 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 I - - N Min Brg Width Req= -
Des Ld: 62.00 EXP:NA HORZ(TL): 0.093 B - - I Min Brg Width Req= -
NCBCLL:W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.837 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.942 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.598 A-B 0 0 E-F 0 -2748
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber:
B-C 0-2748 F-G 0 -2748
I:NA GCpi:NA Plate Type(s): C-D 0-2748 G-H 0 0
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 D-E 0-3280
Lumber Hangers/Ties
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs)
Top chord 4x2 SP#1 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 4x2 SP#1 Conditions may exist that require different N-M 1672 0 K-J 3280 0
Webs 4x2 SP#3 connections than indicated.Refer to manufacturer M-L 3280 0 J-I 1672 0
publication for additional information.
Lumber value set"13B"uses design values Recommended hanger connections are based on L-K 3280 0
approved 1/30/2013 by ALSC g
manufacturer tested capacities and calculations.
Plate Shift Table Conditions may exist that require different Maximum Web Forces Per Ply(lbs)
connections than indicated.Refer to manufacturer Webs Tens.Comp. Webs Tens. Comp.
JT Plate Lateral Chord JT Plate Lateral Chord
No Size Shift Bite No Size Shift Bite publication for additional information. A-N 0 -123 K-E 134 -100
[4] 3X8 4.00 L 1.25 [5] 3X3 1.25 R 1.25 Bearing at location x=0' uses the following N-B 0-1939 E-J 0 -850
[8] 3X3 1.25 L 1.25 [10] 3X8 4.00 R 1.25 support conditions: B-M 1255 0 F-J 0 329
Bearing N (0',10'1"2)HHUS46
Supporting Member:(3)2x6 SP SS Dense C-M 0 -329 J-G 1255 0
Purlins (14)0.148'x3"nails into supportng M-D 0 -850 G-I 0 -1939
In lieu of structural panels or rigid ceiling use purlins member, D-L 134 -100 H-I 0 -123
to laterally brace chords as follows: (6)0.148"x3"nails into supported
Chord Spacing(in oc) Start(ft) End(ft) member.
TC 24 0.00 18.17 Bearing I (17'11",10'1"2)HHUS46
BC 120 0.00 18.17 Supporting Member:(2)2x6 SP SS Dense
Apply purlins to any chords above or below fillers (14)0.148"x3"nails into supporting
at 24"OC unless shown otherwise above. member,
Deflection (6)0.148"x3"nails into supported
member.
Max JT VERT DEFL:LL:0.24"DL:0.32".See detail
DEFLCAMB1014 for camber recommendations. Additional Notes
+2x6 continuous strongback.See detail
STRBRIBR1014 for bracing and bridging
recommendations.
Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
1-8-0.
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.
(9Trif) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer y�
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Derek B
APEX
Tru eHo use PE Noel GO K3oozlowski
Jeffrey
No 58544son PE No 71457y PE No.Russell
71613 Ply:1 SEAN:17313/T105/SY42
Jo&Brian Adcock Residence Qty: 2 FROM: DRW:
F05 Wgt:161.0 lbs ... / ... 09/25/17
12'5" 131" 22'9"8
I12.5 I 1'3" I 9'1"8 'I
I~2'0"8_I T6"-H I- 1-I
(TYP)
114X5(R) W=3X4
m5X5 1114X8[4][4] 1115X7(R) 1114X5(R) W=3X4 1113X4(R) 1114X51114X5(R) 114X5(R) w5X5 1114X8[25][25]
A B C D T1 E F G H I J K L MN
T I. -
&,, _i_. AB --- / \ / \ / \ 4 / \ / \,./ \,/-
AA Z Y X W V U T S R Q P O
=4X55X5[5] m4X5[7] =4X4 1111.5X3 =4X4[22] =5X5[24]
W=H0310
I-2' j 20'9"8 j
I 2278 I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc LIdefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.201 H 999 360 Z 2865 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.462 G 528 325 0 1224 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 0 - - Z Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.082 0 - - 0 Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Z&0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.995
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.931 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.697 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1579 0 G-H 0 -3951
I:NA GCpi:NA Plate Type(s): B-C 1151 -356 H-I 0 -3945
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-D 416-2025 I-J 0 -3945
Lumber End Vertical Attachment D-E 0-3180 J-K 0 -3426
Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical F-F 0-3 K- 0 -29
49
Top chord 4x2 SP#2 Ti: 4x2 SP SS: using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0-3803 803 L-M M 0 -911
Bot chord 4x2 SP#2:B2 4x2 SP SS: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC AA-Z 19 0 U-T 3952 0
Additional Notes Z-Y 0-1510 T-S 3951 0
Special Loads +2x6 continuous strongback.See detail Y-X 1298 -780 S-R 3778 0
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging X-W 2724 -77 R-Q 3059 0
TC-From 114 plf at 0.12 to 114 plf at 22.67 recommendations. W-V 2724 -77 Q-P 1813 0
BC-From 10 plf at 0.00 to 10 plf at 22.79 V-U 3620 0 P-O 5 -2
TC-1226 lb Conc.Load at 0.36 Truss must be installed as shown with top chord up.
The overall height of this truss excluding overhang is
Plating Notes 1-8-0. Maximum Web Forces Per Ply(lbs)
All plates are 3X3 except as noted. Webs Tens.Comp. Webs Tens. Comp.
Plate Shift Table AA-A 0 -124 G-T 155 -125
AB-AA 117 0 H-S 132 -276
JT Plate Lateral Chord JT Plate Lateral Chord A-Z 0-1974 S-J 522 -296
No Size Shift Bite No Size Shift Bite Z-B 0-1652 J-R 0 -546
[4] 4X8 1.25 L 2.75 [5] 5X5 2.75 L 1.25 B-Y 1463 0 R-K 568 0
[7] 4X5 2.75 L 1.25 [22] 4X4 2.25 R 1.25 Y-C 0-1501 K-Q 0 -945
[24] 5X5 2.75 R 1.25 [25] 4X8 1.25 R 2.75 C-X 1226 0 Q-L 986 0
Purlins X-D 0-1180 L-P 0 -1396
D-V 786 0 P-M 1408 0
In lieu of structural panels or rigid ceiling use purlins V-F 0 -758 M-O 0 -1165
to laterally brace chords as follows: F-U 573 0 O-N 0 45
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.12 22.54 U-G 62 -628
BC 120 0.00 22.54
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
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.
(111P-H) 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 fiV\
TrueHouse PE NMichael GO 3oozlowski PE No 58544 y P on PE No.14Derek B 5y APE No.Russell
APEX
71613 Ply:1 SEAN:17342/T86/SY42 '
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
F05A Wgt:166.6 lbs ... / ... 09/25/17
12'5" 13'8" 2278
12,5" I 1,3" I- 9'1"8
H 2,0"8--I--2,6„ I 1-'I
(TYP)
1113X4[14](14] W=3X4
1114X4(8)
=6X6 1115X7(8) IIISX7(R) =5X5 1114X5(8) W=3X4 114X5(R) =5X5 1114X8[25](25]
A B C D E FG IIIHXI5 J K L M
T3 ,_N
1 1 AB\ _/ _/\_/\ /� �, /\ /\_/ \. _ 10, 2
AA ZM Y X W V U T S R Q P 04
4X8 m5X5[5] m4X5[7] =4X4 113X3[12][12] 4X4 =5X5[24)
W=3X8 1111.5X3
I--2' -k 2078 -1
I 22'9"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P1 in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.197 H 999 360 z 3455 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.463 G 527 325 0 1201 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.033 0 - - Z Min Brg Width Req= 1.6
Des Ld: 62.00 EXP:NA HORZ(TL): 0.086 0 - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Z&0 Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.513
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.976 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.757 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 2520 0 G-H 0 -3804
I:NA GCpi:NA Plate Type(s): B-C 2014 -57 H-I 0 -3799
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 1148-1773 I-J 0 -3799
Lumber End Vertical Attachment D-E 457-2964 J-K 0 -3331
L
Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical F-G 0-3627 K-M 0 -2893
Top chord 4x2 SP SS:T3,T4 4x2 SP#2:
using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 0-3627 L-M 0 893
Bot chord 4x2 SP#2:B2 4x2 SP#1: (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC AA-Z 0 -7 U-T 3805 0
Additional Notes Z-Y 0-2457 T-S 3804 0
Special Loads Y-X 1029-1563 S-R 3662 0
+2x6 continuous strongback.See detail
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging X-W 2488 -759 R-Q 2982 0
TC-From 114 plf at 0.12 to 114 plf at 22.67 recommendations. W-V 2488 -759 Q-P 1774 0
BC-From 10 plf at 0.00 to 10 plf at 22.79 Truss must beinstalledchord u V-U 3422 -178 P-0 5 -1
as shown with
TC-1749 lb Conc.Load at 0.12top p.
The overall height of this truss excluding overhang is
Plating Notes 1-8-0.
Maximum Web Forces Per Ply(lbs)
All plates are 3X3 except as noted. Webs Tens.Comp. Webs Tens. Comp.
AA-A 46 0 G-T 181 -100
Plate Shift Table AB-AA 0 -33 H-S 215 -261
JT Plate Lateral Chord JT Plate Lateral Chord A-Z 0-3108 S-J 477 -430
No Size Shift Bite No Size Shift Bite Z-B 0-1580 J-R 54 -513
[5] 5X5 3.00 L 1.25 [7] 4X5 3.00 L 1.25 B-Y 1590 0 R-K 540 0
[12] 3X3 1.75 L 1.25 [14] 3X4 1.25 R 2.75 Y-C 0-1624 K-Q 0 -916
[24] 5X5 2.75 R 1.25 [25] 4X8 1.25 R 2.75 C-X 1303 0 Q-L 955 0
Purlins X-D 0-1259 L-P 0 -1365
V
In lieu of structural panels or rigid ceiling use purlins V-V-E 871 0 P-M 1379 0
E 0 -840 M-O 0 -1146
to laterally brace chords as follows: E-U 682 0 0-N 0 -43
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 0.12 22.54 U-G 17 -751 •
BC 93 0.00 22.54
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 BCSI 1-03.
should be used in conjunction with the architectural plans during installation.
6111.1) 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
APEX
Tru eHo use E No 160 39lowski Jeffrey
No.58544son
o58544son FE No.71457y PE No 7 6311
71613 Ply:1 SEQN:17246/T76/SY42
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
F06 Wgt:128.8 lbs ... / 09/25/17
9'11" 1 5" 22'5"8
F 9'11" 6'8� 12' _'
H 1'6"-'I
I---1,9"8 HI--2'6"--1----2'6"12-I---2'6"12-{ I--2'6"12-- 2'6'12-4--2,612-{
(TYP)
-- 3X8
1113X3 =4X4 E4X5 -3X3 W=3X4 =4X4[17] =3X3
A B C D E F G H I J K L
m i v‘,_
1 Q 101''2
V "U T S R a ''P
0 N
4X5[1] =3X4 m4X5[7]W=3X4 m 3X4[12] =3X8 =3X3 =3X4
I-1'11"8 j 13'10" j 6'8"
I 22'5"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.118 N 693 360 U 1487 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.331 N 247 240 P 1780 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 K - - U Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL):-0.031 N - - P Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings U&P Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.906
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.688 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.462 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -45 G-H 770 -1216
I:NA GCpi:NA Plate Type(s): B-C 754 0 H-I 1742 0
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 540-1265 I-J 1742 0
Lumber End Vertical Attachment D-E 540-1265 J-K 449 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 760-1216 K-L 0 10
G
Top chord 4x2 SP#2:T2 4x2 SP#1: using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 770-1216
Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values narrow face.
approved 1/30/2013 by ALSC V-U 0 -690 R-Q 1228 -764
Additional Notes U-T 678 -597 Q-P 557 -1214
Special Loads +2x6 continuous strongback.See detail T-S 1232 -760 P-0 0 673
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging S-R 1232 -760 O-N 0 -240
TC-From 114 plf at 0.12 to 114 plf at 22.33 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 22.46 Truss must be installed as shown with topchord up. Maximum Web Forces Per Ply(lbs)
511 lb Conc.Load at 0.25 ( )
The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
Plating Notes 1-8-0. V-A 0 -383 Q-H 970 0
All plates are 1.5X3 except as noted. V-B 921 0 H-P 0 -1474
Plate Shift Table W-V 0 -174 I-P 0 -345
B-U 0 -894 P-J 0 -1255
JT Plate Lateral Chord JT Plate Lateral Chord U-C 0-1225 J-O 512 0
No Size Shift Bite No Size Shift Bite C-T 685 0 O-K 0 -478
[1] 4X5 2.75 L 1.25 [7] 4X5 2.00 L 1.25 D-T 0 -332 K-N 287 0
[12] 3X4 1.25 L 1.25 [17] 4X4 1.75 R 1.25 T-E 257 0 L-N 0 -100
Purlins E-R 0 -138 M-N 0 -25
F-Q 0 -349
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 0.12 22.33
BC 120 0.00 22.46
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 BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(Tr}{ 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 fiV\
APEX
Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
Ti u eHo u se PE No 60839 PE No 58544 PE No 71457 PE No.77693
71613 Ply:1 SEQN:17266/T70/SY42 '
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
F07 Wgt:128.8 lbs ... / ... 09/25/17
9'11" I 11'5"_I 22'5.'8
9'11" 1'6 11'0.'8
H 1'9"8 HI-2,6"--1.--2'6.'12-4-2'6"12-{ I-2,612--{-2,6'12--{-2'6'12-H
(TYP)
_=3X3
3X4[3] =4X5 =3X3 W=3X4 =3X8 =3X4
A B C D E F G H I J K L
T i-
_ M
m -
3'e
1 010'1"2
V "'U T S R Q I311P 0 N
=4X5 w3X4[4] =4X5[7]W=3X4 =4X4 =3X8 =3X3 =3X4
H 1,11"8 -1- 14,9•,8 j 58"8
F. 22'5"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs)
TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.148 E 999 360 U 1603 /- /- /- /- /3.5
BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.338 E 512 240 p 1665 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 K - - U Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.057 A - - P Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings U&P Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.798
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.831 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.497 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -43 G-H 388 -1561
I:NA GCpi:NA Plate Type(s): B-C 726 0 H-I 1273 0
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 260-1540 I-J 1273 0
Lumber End Vertical Attachment D-E 260-1540 J-K 308 0
Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F- 388-15K-L 0 10
G
F-G 388-156611
using(3)qty.10d box or(0.128"x3"min)gun nails,or
Top chord 4x2 SP#1 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
Bot chord 4x2 SP#2:B2 4x2 SP#1: G
16
f
l
tsapes,throughwide ace;or(3)qty.16-Gauge, ChordForces Per 4x2 SP#3g �1" Maximum Bot PI y(lbs)
Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"130"uses design values narrow face.
approved 1/30/2013 by ALSO V-U 0 -662 R-Q 1575 -382
Additional Notes U-T 812 -451 0-P 793 -793
Special Loads T-S 1579 -379 P-0 0 -382
+2x6 continuous strongback.See detail
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging S-R 1579 -379 0-N 0 -239
TC-From 114 plf at 0.12 to 114 plf at 22.33 recommendations.
BC-From 10 plf at 0.00 to 10 plf at 22.46 Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs)
TC- 237 lb Conc.Load at 0.25 Webs Tens.Comp. Webs Tens. Comp.
TC- 274 lb Conc.Load at 0.37 The overall height of this truss excluding overhang is
1-8-0. V-A 0 -368 Q-H 1044 0
Plating Notes V-B 883 0 H-P 0 -1488
All plates are 1.5X3 except as noted. W-V 0 -167 I-P 0 -342
Plate Shift Table B-U 0 -903 P-J 0 -1047
U-C 0-1369 J-0 433 0
JT Plate Lateral Chord JT Plate Lateral Chord C-T 850 0 0-K 0 -407
No Size Shift Bite No Size Shift Bite D-T 0 -383 K-N 285 0
[3] 3X4 1.25 R 1.25 [4] 3X4 1.25 L 1.25 T-E 306 -307 L-N 0 -100
[7] 4X5 2.25 L 1.25 E-R 23 -177 M-N 0 -24
Purlins F-0 0 -400
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 0.12 22.33
BC 120 0.00 22.46
Apply purlins to any chords above or below fillers
at 24"00 unless shown otherwise above.
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.
61) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer
r■��+_ Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
.L i ueHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:17363/T78/SY42
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
F08 Wgt:100.8 lbs .. / _ 09/25/17
8'6"8 10'1"8 16'9"
1-* 8V8
I 17" I 67"8
if 1'11" ^--} 2'6" H 11'3"12 I 1'3„1I
(TYP)
=4X5 =4X4 1113X4[6][6] m3X4[8] 1111.5X3 1111.5X3 =4X4
A B C D E F G H I
T 9li \ J 22
cor 1 T_ \./ \./ \ / \.�
- 10'1"2
S R Q P 0 N M L K3
=4X4 3] =4X4[5] 1113X4[7][7] =3X4 =4X4
--1118 1 1498 A
1 16'9"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PS9 DefUCSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.095 F 999 360 R 2345 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.195 F 891 240 K 847 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.016 I - - R Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL):-0.036 I - - K Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings R&K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.622
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.448 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.499 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber:
A-B 1319 0 E-F 0 -1772
I:NA GCpi:NA Plate Type(s): B-C 982 -141 F-G 0 -1768
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 444-1167 G-H 0 -1436
Lumber End Vertical Attachment D-E 0-1763 H-I 0 571
Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical
Top chord 4x2 SP SS using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 4x2 SP SS (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp.
Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" S-R 1 1 O-N 1772 0
Crown(minimum),1-1/2"length wire staples on each
Lumber value set"13B"uses design values narrow face. R-Q 0-1267 N-M 1701 0
approved 1/30/2013 by ALSC Q-P 771 -693 M-L 1137 0
Additional Notes P-0 1546 -195 L-K 0 -1
Special Loads +2x6 continuous strongback.See detail
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(lbs)
TC-From 114 plf at 0.12 to 114 plf at 16.62 recommendations. Webs Tens.Comp. Webs Tens. Comp.
BC-From 10 plf at 0.00 to 10 plf at 16.75 Truss must be installed as shown with topchord
TC-1062 lb Conc.Load at 0.25 up. S-A 6 -9 O-E 0 -386
The overall height of this truss excluding overhang is T-S 3 -4 F-N 115 -176
Plating Notes 1-8-0. A-R 0-1693 N-G 292 -310
All plates are 3X3 except as noted. R-B 0-1224 G-M 42 -421
Plate Shift Table B-O 1047 0 M-H 476 0
Q-C 0-1075 H-L 0 -898
JT Plate Lateral Chord JT Plate Lateral Chord C-P 734 0 L-I 908 0
No Size Shift Bite No Size Shift Bite P-D 0 -729 I-K 0 -789
[3] 4X4 1.25 R 1.25 [5] 4X4 2.25 L 1.25 D-0 708 0 K-J 0 -46
[6] 3X4 S 1.50 [7] 3X4 1.75 L 1.25
[8] 3X4 1.50 L 1.25
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 0.12 16.50
BC 120 0.00 16.50
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
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.
(119-14) 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 fi*/\
APEX
Tru eHo u se Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:2 SEQN:17272/T24/HIPM .
Jo&Brian Adcock Residence Oly: 1 FROM:KS DRW:
FG01 Wgt:154.0 lbs ... / ... 09/25/17
3'10"11 92"5 1478
3'10"11 I 5'3"11 I 573
12
4 p =5BX7(**) 1113CX4 T2 1116X8(***)(I)
DT
A , N
3X8(A1)A r
43 J 1 10'1"2
G F SEH
1113X4 =8X12 1114X4(**)
rr 14'6"8
4'0"7 _ 5'1"15 573
H
4'0"7 9'2"5 I 14'9"8
Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.165 C 999 360 A 1806 /_ /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.336 C 519 240 H 2997 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.021 B - - A Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.043 B - - H Min Brg Width Req= 1.6
NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings A&H Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.775
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.633 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.962 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2536 C-D 0 -3386
I:NA GCpi:NA Plate Type(s): B-C 0-3386
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13
Lumber Plating Notes Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) (I)-plates so marked were sized using 0% Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2:T2 2x4 SP M-30: Fabrication Tolerance, 0 degrees Rotational A-G 2384 0 F-E 61 0
Bot chord 2x6 SP SS Dense Tolerance,and/or zero Positioning Tolerance. G-F 2424 0
Webs 2x4 SP#3:W4 2x4 SP#2: (**)3 plate(s)require special positioning.Refer to
Lumber value set"13B"uses design values scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC requirements. Webs Tens.Comp. Webs Tens. Comp.
Nailnote Purlins B-G 348 0 F-D 3409 0
Nail Schedule:0.131"x3",min.nails In lieu of structural panels or rigid ceiling use purlins B-F 989 0 D-E 0 -1266
Top Chord:1 Row @ 8.75"o.c. to laterally brace chords as follows: C-F 0 -251
Bot Chord:1 Row @ 7.50"o.c. Chord Spacing(in oc) Start(ft) End(ft)
Webs :1 Row @ 4"o.c. TC 24 0.00 14.79
Use equal spacing between rows and stagger nails BC 120 0.25 14.79
in each row to avoid splitting. Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 116 plf at 0.00 to 116 plf at 3.95
TC-From 116 plf at 3.95 to 116 plf at 7.06
TC-From 58 plf at 7.06 to 58 plf at 12.33
TC-From 208 plf at 12.33 to 208 plf at 14.79
BC-From 10 plf at 0.00 to 10 plf at 7.06
BC-From 5 plf at 7.06 to 5 plf at 14.79
TC- 615 lb Conc.Load at 14.50
BC-1159 lb Conc.Load at 7.06
BC- 428 lb Conc.Load at 9.06,11.06
BC- 430 lb Conc.Load at 13.06
Additional Notes
The overall height of this truss excluding overhang is
1-7-12.
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. if
TH 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
Tru eHo use E No Michael
08391owski pE No.58544son
o58544son Derek
No 7145Mu7y Adam K
PE No 7 69311
APEX
71613 Ply:3 SEQN:17277/T71/COMN
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG02 Wgt:260.4 lbs ... / ... 09/25/17
3'7"115'10"1 7'9"14 9'9"10 11'6"11 13'11"
3'7"11 I- 2'2"6 I 1'11"13 I 1'11"13 _I 1'9"1 I 2'4"5
12 =8X8(") =6X12(1) 1113X4 III3X4 =6X10 =6X10(")(I)
4 p C D E FT2 G H T
BX8(C1) W ❑ I� J�1/ VV N
3X8(C1) // �j o
N M L K J IP 1
=6X8 1114X8 =3X8 =6X10 =8X12 1114X8
I--1'6"8 1 4'1"3 1'8"14 1'9"1 2'5"5 2'0"5 1'10"5
4'1"3 I 5'10"1 I 7'7"2 I 10'0"6 I 12'0"11 I 13'11"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.206 L 802 360 O 6152 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.423 L 390 240 P 8777 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 I - - 0 Min Brg Width Req= 2.2
Des Ld: 62.00 EXP:NA HORZ(TL): 0.077 I - - P Min Brg Width Req= 3.2
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&P Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.765
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.964 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.632 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 18 0 E-F 0 -7894
I:NA GCpi:NA Plate Type(s): B-C 0-5776 F-G 0 -7705
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0-6155 G-H 0 -4062
Lumber Plating Notes D-E 0 -7992
Value Set:13B(Effective 6/1/2013) (I)-plates so marked were sized using 0%
Top chord 2x4 SP M-31:T2 2x6 SP SS Dense: Fabrication Tolerance, 0 degrees Rotational Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense Tolerance,and/or zero Positioning Tolerance. Chords Tens.Comp. Chords Tens. Comp.
Webs 2x6 SP SS Dense:W2 2x4 SP#2: (")2 plate(s)require special positioning.Refer to B-N 5477 0 L-K 7894 0
:W4 2x4 SP#3: scaled plate plot details for special positioning N-M 8762 0 K-J 5019 0
:W7 2x4 SP#1: requirements. M-L 8762 0 J-I 82 0
:W9 2x4 SP SS:
Lumber value set"13B"uses design values Purlins
approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs)
to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp.
Nailnote Chord Spacing(in oc) Start(ft) End(ft) C-N 1818 0 F-K 0 -932
Nail Schedule:0.131"x3",min.nails TC 24 1.50 13.92 N-D 0-3089 K-G 3316 0
Top Chord:1 Row @ 3.25"o.c. BC 120 0.15 13.92 D-M 1747 0 G-J 0 -2496
Bot Chord:2 Rows @ 4.00"o.c.(Each Row) Apply purlins to any chords above or below fillers
Webs 1 Row @ 4"o.c. at 24"OC unless shown otherwise above. D-L 216 -910 J-H 4603 0
Repeat nailing as each layer is applied.Use equal L-E 480 -152 H-I 0 -2778
spacing between rows and stagger nails in each row Additional Notes
to avoid splitting. The overall height of this truss excluding overhang is
4"o.c.spacing of nails perpendicular and parallel to 1-6-12.
grain required in area over bearings greater than 4"
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 116 plf at -1.54 to 116 plf at 3.70
TC-From 58 plf at 3.70 to 58 plf at 5.67
TC-From 345 plf at 5.67 to 345 plf at 12.67
TC-From 208 plf at 12.67 to 208 plf at 13.92
BC-From 10 plf at 0.00 to 10 plf at 5.79
BC-From 5 plf at 5.79 to 5 plf at 13.92
TC- 273 lb Conc.Load at 5.67
TC-2083 lb Conc.Load at 12.67
BC-5318 lb Conc.Load at 5.79
BC-1255 lb Conc.Load at 7.81,9.81,11.81
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.
61}{) 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
Tru eHo use Michael G Kozlowski Jeffrey P ArnesonDerek B Murray Adam K Russell
APEX
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:3 SEAN:17419/T73/FLAT
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG03 Wgt:441.0 lbs ... / ... 09/25/17
12'10"13 I 5'5"2 I 7'8''11 1 10'3" I 12'6'9 I 15'0„14 I 177'3 i 20'6"
21013 2'6"5 239 265 239 265 265 2'10"13
=6X10(**) =4X8 1113X4 =8X8(**) =3X8 m3X8 6X10(**)
A B C D E F G H I
T 1
cv
, `\
r
liko, I 10'1"2
R Q P 0 N M L K J O
1114X5 =6X10 4X8 3X8 =H1010(**) =6X10 1114X5
(I)
r 2'5"5 � 2'6"5 � 2'6"5 � 2,11°13 � 2'6„5 � z'6"5 � 2'6°5 � 2'5'5 1
2'5"5 4'11"10 7'5"15 10'5"12 13'0"1 15'6"6 18'0"11 20'6"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.233 E 999 360 R 5318 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.639 E 384 327 J 5864 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 A - - R Min Brg Width Req= -
Des Ld: 62.00 EXP:NA HORZ(TL): 0.095 A - - J Min Brg Width Req= 2.1
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.547
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.696 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.717 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-3027 E-F 0 -7161
I:NA GCpi:NA Plate Type(s): B-C 0-5391 F-G 0 -6860
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-D 0-7087 G-H 0 -5438
Lumber Plating Notes D-E 0-7190 H-I 0 -3074
Value Set:13B(Effective 6/1/2013) All plates are 5X7 except as noted.
Topchord 2x6 SP SS Dense0% Maximum Bot Chord Forces Per Ply(lbs)
(I)-plates so marked were sized using Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 SP SS Dense Fabrication Tolerance, 0 degrees Rotational
Webs 2x6 SP SS Dense:W2,W15 2x4 SP#1: Tolerance,and/or zero Positioning Tolerance. R-Q 60 0 N-M 7043 0
:W4,W13 2x4 SP#2: (**)4 plate(s)require special positioning.Refer to Q-P 3581 0 M-L 5805 0
:W6,W9,W11 2x4 SP#3: scaled plate plot details for special positioning P-0 5780 0 L-K 3636 0
Lumber value set"13B"uses design values requirements. O-N 7190 0 K-J 66 0
approved 1/30/2013 by ALSC
Purlins Maximum Web Forces Per Plylbs
Nailnote In lieu of structural panels or rigid ceiling use purlins (lbs)
Webs Tens.Comp. Webs Tens. Comp.
Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows:
Top Chord:1 Row @ 4.00"o.c. Chord Spacing(in oc) Start(ft) End(ft) A-R 0-1680 N-F 137 0
Bot Chord:1 Row @12.00"o.c. TC 24 0.00 20.50 A-Q 3299 0 F-M 0 -508
Webs :1 Row @ 4"o.c. BC 120 0.00 20.50 Q-B 0-1537 M-G 1217 0
Repeat nailing as each layer is applied.Use equal Apply purlins to any chords above or below fillers B-P 2088 0 G-L 0 -1018
spacing between rows and stagger nails in each row at 24"OC unless shown otherwise above. p-C 0-1081 L-H 2078 0
to avoid splitting. The TC of this truss shall be braced with attached
C-O 1507 0 H-K 0 -1562
Special Loads spans at 24"oc in lieu of structural sheathing. O-D 0 -542 K-I 3345 0
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Additional Notes E-N 0 -148 I-J 0 -1833
TC-From 432 plf at 0.00 to 432 plf at 20.50 Truss must be installed as shown with top chord up.
BC-From 10 plf at 0.00 to 10 plf at 20.50
TC- 477 lb Conc.Load at 20.04 The overall height of this truss excluding overhang is
BC- 164 lb Conc.Load at 1.81,3.81,5.81,7.81 1-7-12.
9.81,11.81,13.81,15.81,17.81,19.81
Hangers/Ties
(J)Hanger Support Required,by others
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.
614) 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 fi*/\
APEX
Tru eHo use P No 1 60839 Kozlowski FErNo. 8544son pE No.71457y APE No.7 69311
71613 Ply:2 SEQN:17404/T90/FLAT
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG04 Wgt:268.8 lbs ... / ... 09/25/17
4I �
27 1'8"4 6'6"15 81011 11'0"10 13'4"6 15'5"13 17'10"1 20'3"8 22'9"
2,7" I I 2,3"11 I 2'3"11 I 2'1"15 I 2,3"11 I 2'1"7 I 2'4"4 I 2,5"7 I 2'5"8
8X12(") =4X4 =5X7(••) =3X8 =4X5 =H0510 1113X4(")
Ate\ B C D E F G H / I J r,,, ,,::,,_ ,
K
rcc, E 'l 111LI- .1
110'1"2
V U T S R 0 P O N M PIL T
1113X4(") 1116X10(") =8X12 =4X4 =8X8(") =4X5 =5X5 =5X5
-2' j 20'9" 1
2'1" { 2'6"3 I 2,3"11 I 73"11 I 77"3Z3'11 2,3"11 I 23 11 I 21 15 I 2'5"8
2'1" 6'3"7 8'7"3 10'10"14 13'6"2 15'9"13 18'1"9 20'3"8 22'9"
1'84 {
3'9"4
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.324 F 766 360 U 8997 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.634 F 391 330 L 2041 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.071 A - - U Min Brg Width Req= 4.7
Des Ld: 62.00 EXP:NA - HORZ(TL): 0.139 A - - L Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings U&L Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.873
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.919 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.972 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 131 -6 F-G 0 -5423
I:NA GCpi:NA Plate Type(s): B-C 0-5602 G-H 0 -5391
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-D 0-6359 H-I 0 -4146
Lumber Purlins D-E 0-6178 I-J 0 -3025
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 0-5427 J-K 0 8
Top chord 2x4 SP M-30 to laterally brace chords as follows:
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3:W4 2x4 SP SS: TC 24 0.00 22.75 Chords Tens.Comp. Chords Tens. Comp.
BC 120 0.00 22.75
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers V-U 3 0 Q-P 5423 0
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. U-T 946 -10 P-O 4315 0
The IC of this truss shall be braced with attached T-S 5711 0 0-N 3195 0
Nailnote spans at 24"oc in lieu of structural sheathing. S-R 6363 0 N-M 1750 0
Nail Schedule:0.131"x3",min.nails R-Q 6123 0 M-L 1750 0
Top Chord:1 Row @ 9.75"o.c. Additional Notes
Bot Chord:1 Row @ 3.75"o.c. Truss must be installed as shown with topchord up. Maximum Web Forces Per Plylbs
Webs :1 Row @ 4"o.c. Webs ( )
Use equal spacing between rows and stagger nails The maximum concentrated load is 7618# Webs Tens.Comp. Tens. Comp.
in each row to avoid splitting. The overall height of this truss excluding overhang is A-V 0 -117 Q-F 39 -42
4"o.c.spacing of nails perpendicular and parallel to 1-8-0. A-U 3 -157 G-P 0 -285
grain required in area over bearings greater than 4" U-B 0-4268 P-H 1278 0
Special Loads B-T 5978 0 H-O 0 -768
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) T-C 0 -493 O-I 1129 0
TC-From 264 plf at 0.00 to 264 plf at 4.00 C-S 770 0 I-N 0 769
TC-From 114 plf at 4.00 to 114 plf at 22.75 S-D 0 -193 N-J 1485 0
BC-From 10 plf at 0.00 to 10 plf at 22.75 D-R 285 -219 J-M 33 0
BC-7617 lb Conc.Load at 4.19 R-E 249 -128 J-L 0 -1969
E-Q 162 -826 K-L 0 -66
Plating Notes
All plates are 3X4 except as noted.
(")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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.
(11'1441) 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 fiV\
APEX
Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:2 SEON:17407/T87/FLAT
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG05 Wgt:268.8 lbs / ... 09/25/17
4I 4 -1
27 1'8"4 6'6"10 8'10"1 10'11"11 13'3"2 15'4"4 17'8"3 20'1"5 22'6"8
I' 2'7" 1 1- 2'3"6 1 2'3"6 1" 2'1"10 1 2'3"6 I 2'1"2 1" 2,3"15 I 2'5"3 I" 2'5"3
8X12(**) =4X4 =5X7(**) =3X8 =4X5 =H0510 1113X4(**)
A B C D E F G H I J K
T -R....,...„,:,..,....„..„,...... ,..,:.......::,.....,...„8„,.&u.......„....,...„....*„.____177.....„.. ___„.....................:,.............41 r ip_fi L. :11
90
1 10'1"2
V I.. 1 T S R Q P O N M L
1113X4(**) 1116X10(**) =4X4 =8X8(**) =4X5 =5X5 =5X5
=10X 12(**)
I~2' 1 20'6"8 1
2'1" 1 2'5'14 1 236 I- 236 I- 2614 1 236 I_ 236 I- 2111 1 253 I
21 1'8"4 1 6'3"2 8'6"9 10'9"15 13'4"14 15'8 4 17'11"11 20'1"5 22'6"8
3'9"4
Loading Criteria(par) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.321 F 765 360 U 9159 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.627 F 391 327 L 2057 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.071 A - - U Min Brg Width Req= 4.8
Des Ld: 62.00 EXP:NA HORZ(TL): 0.139 A - - L Min Brg Width Req= -
NCBCLL:W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing U Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.897
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.940 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.989 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 132 -10 F-G 0 -5452
I:NA GCpi:NA Plate Type(s): B-C 0-5714 G-H 0 -5420
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-D 0-6456 H-I 0 -4151
Lumber Purlins D-E 0-6244 I-J 0 -3024
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins E-F 0-5458 J-K 0 8
Top chord 2x4 SP M-30 to laterally brace chords as follows:
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3:W4 2x4 SP SS: TC 24 0.00 22.54 Chords Tens.Comp. Chords Tens. Comp.
BC 120 0.00 22.54
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers V-U 3 0 Q-P 5452 0
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. U-T 967 -10 P-0 4324 0
The TC of this truss shall be braced with attached T-S 5821 0 0-N 3195 0
Nailnote spans at 24"oc in lieu of structural sheathing. S-R 6456 0 N-M 1747 0
Nail Schedule:0.131"x3",min.nails R-Q 6184 0 M-L 1747 0
Top Chord:1 Row @ 9.75"o.c. Additional Notes
Bot Chord:1 Row @ 3.50"o.c.
Webs 1 Row @ 4"o.c. Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs)
Use equal spacing between rows and stagger nails The maximum concentrated load is 7822# Webs Tens Comp. Webs Tens. Comp.
in each row to avoid splitting. The overall height of this truss excluding overhang is A-V 0 -119 Q-F 48 -42
4"o.c.spacing of nails perpendicular and parallel to 1-8-0. A-U 8 -157 G-P 0 -291
grain required in area over bearings greater than 4"
U-B 0-4345 P-H 1306 0
Special Loads B-T 6095 0 H-O 0 -785
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) T-C 0 -486 O-I 1139 0
TC-From 264 plf at 0.00 to 264 plf at 4.00 C-S 757 0 I-N 0 780
TC-From 114 plf at 4.00 to 114 plf at 22.54 S-D 4 -191 N-J 1491 0
BC-From 10 plf at 0.00 to 10 plf at 22.54 D-R 278 -253 J-M 32 0
BC-7821 lb Conc.Load at 4.19 R-E 273 -126 J-L 0 -1970
E-Q 158 -865 K-L 0 -66
Plating Notes
All plates are 3X4 except as noted.
(**)7 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Hangers/lies
(J)Hanger Support Required,by others
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.
6f) 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 PEE No.Michael
08391owski PE No 5854gson FE No. Murray7457PE No.77769311
71613 Ply:3 SEAN:17401/T99/FLAT
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG06 Wgt:245.7 lbs ... / ... 09/25/17
241 4'1"11 _I_ 5'8'8 I 7.3"5 5 I 9'0"15 I 11 5
2'4"1 1'9"9 1'6"13 1 6 13 1'9"9 2'4"1
--=66X10("") -----1(7
C7 =3X8 III ff4 =iXB = X7 =6X10(6)
4 ❑
2:::>..W1W1 -
- __/, 101 2
M 'I
K O
1113X8 =6X12 =5X7 =4X10 sadX7 =6X12 1113X1
1'10"11'10"1 2'0"5 2'0"5 1'10"1 1'10"1
r 1.10"1 -I 3'8"3 I 5'8"8 I 7'8"13 9'6"15 I 11'5" i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Detl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.084 0 999 360 N 7617 /- /- /- /- /-
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 765 240 H 7821 /- /- /- /- /-
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 A - - N Min Brg Width Req= -
Des Ld: 62.00 EXP:NA HORZ(TL):0.043 A - - H Min Brg Width Req= -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.364 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.535 Chords Tens.Comp. Chords Tens. Comp.
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.520 A-B 0-3291 D-E 0 -6180
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. B-C 0-5367 E-F 0 -5391
I:NA GCpi:NA Plate Type(s): C-D 0-6180 F-G 0 -3317
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13
Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x6 SP SS Dense to laterally brace chords as follows: N-M 56 0 K-J 5713 0
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) M-L 3987 0 J-I 4015 0
Webs 2x6 SF'SS Dense:W2,W12 2x4 SP SS: TC 24 0.00 11.42 L-K 5694 0 I-H 59 0
:W4,W10 2x4 SP#2: BC 120 0.00 11.42
:W6,W8 2x4 SP#3: Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached Webs Tens.Comp. Webs Tens. Comp.
spans at 24"oc in lieu of structural sheathing. q_N 0-2415 K-E 586 0
Nailnote A-M 3825 0 E-J 0 -894
Additional Notes
Nail Schedule:0.131"x3",min.nails Truss must be installed as shown with top chord up. M-B 0-1935 J-F 1840 0
Top Chord:2 Rows @ 4.50"o.c.(Each Row) B-L 1842 0 F-I 0 -1937
Bot Chord:2 Rows @ 5.00"o.c.(Each Row) The overall height of this truss excluding overhang is L-C 0 -909 I-G 3852 0
Webs :1 Row @ 4"o.c. 1-7-12.
C-K 610 0 G-H 0 -2434
Repeat nailing as each layer is applied.Use equal D-K 0 -381
spacing between rows and stagger nails in each row
to avoid splitting.
Special Loads
---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 849 plf at 0.00 to 859 plf at 11.42
BC-From 5 plf at 0.00 to 5 plf at 11.42
BC-1126 lb Conc.Load at 1.90,3.90,5.90,7.90
9.90
Plating Notes
(")2 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Hangers/Ties
(J)Hanger Support Required,by others
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.
(111'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 1q*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
TrueHouse PE No.l 08391owski PE No. 8544son PE No.MurrayDerek B7457Adam K
PE No.77769311
APEX
71613 Ply:2 SEQN:17286/T3/COMN
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG07 Wgt:123.2 lbs ... / ... 09/25/17
3'11"7 7'0"1 9'10"14 12'11"8
H
3'11"7 3'0"10 I 2'10"14 3'0"10
12 1113X4 01113X4 =6X6(**)(I)
(j
4 C4X8 D T2 E F
TT TW Cs1
4X4(**) B 1*--_
4�3 A PP
.-I 1_,$_10,1"2
a. J 1 H r G
1113X4 =3X4 =4X10 1113X4(**)
4'1"3272 3714 2'9"6
H 1I'6"8 A I 4'1"3 6'10"5 10'2"2 12'11"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LA Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.096 D 999 360 B 1605 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.267 D 576 240 G 2291 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 C - - B Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL):0.049 C - - G Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&G Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.868
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.762 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.643 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 27 0 D-E 0 -2162
I:NA GCpi:NA Plate Type(s): B-C 0-1717 E-F 0 -2074
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0-2123
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T2 2x4 SP#1:
to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1 Chord Spacing(in oc) Start(ft) End(ft)
B-J 1597 0 H 2162 0
Webs 2x4 SP#3:W5 2x4 SP#2: TC 24 1.50 12.96 J-I 1602 0 H-G 10 0
BC 120 0.15 12.96
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
Nailnote Webs Tens.Comp. Webs Tens. Comp.
Additional Notes
Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is C-J 72 0 E-H 0 -828
Top Chord:1 Row @ 6.25"o.c. t-8-0. C-I 575 0 H-F 2277 0
Bot Chord:1 Row @12.00"o.c. I-D 0 -374 F-G 0 -1174
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 116 plf at -1.54 to 116 plf at 3.95
TC-From 116 plf at 3.95 to 116 plf at 5.67
TC-From 403 plf at 5.67 to 403 plf at 12.96
BC-From 10 plf at 0.00 to 10 plf at 12.96
Plating Notes
(I)-plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance,and/or zero Positioning Tolerance.
(**)3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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.
6111) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fi*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
T�.yTG APEX
Tru el l o u se PE o.160839 KozlowskiJeffrey P
PE No. 8544son PE No.71457y Adam
Russell
PE No.77693
71613 Ply:2 SEQN:17410/T84/MONO
Jo&Brian Adcock Residence Qty: 1 FROM: DRW
FG08 Wgt:131.6 lbs ... / _ 09/25/17
2'10"15 5'8"1 8'5"4 11'4"2
2'10"15 I 2.9"3 '+" 2.9"3 4- 2,10„15
III 3 (4(**) =6X 2(**) III X4 =6 2(**) III 3Xi **)
T HHI UD
CNI
____-.---- ----4- W8
I I H L •
10'1"2
-E0-
1114X5 =4X8 1113X8 ' FK
6X6(**)(I) =6X6(**)(I)
2'10"15 2'9"3 2'9"3 2'10"15
2'10"15 sl 5'8"1 -1' 8'5"4 + 11'4"2 i
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.108 C 999 360 J 3614 /- /- /- /- /4.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.196 C 693 240 K 4778 /- /- /- /- /10.0
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 A - - J Min Brg Width Req= 1.9
Des Ld: 62.00 EXP:NA HORZ(TL): 0.037 A - - K Min Brg Width Req= 2.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings J&K Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.753
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.593 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.648 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-8 0 -18 C-D 0 -4001
I:NA GCpi:NA Plate Type(s): B-C 0-4001 D-E 0 -21
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13
Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 to laterally brace chords as follows: J-I 3176 0 H-G 3400 0
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I-H 3176 0 G-F 3400 0
Webs 2x4 SP#3:W2 2x4 SP#2: TC 24 0.00 11.35
:W8 2x4 SP#1: BC 120 0.00 11.35
Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC The TC of this truss shall be braced with attached
spans at 24"oc in lieu of structural sheathing.
A-J 0 -49 H-D 662 0
Nailnote g' J-B 0-3446 D-G 1114 0
Nail Schedule:0.131"x3",min.nails Additional Notes B-I 914 0 D-F 0 -3687
Top Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. B-H 909 0 E-F 0 -50
Bot Chord:2 Rows @ 3.50"o.c.(Each Row) C-H 0 -54
Webs :1 Row @ 4"o.c. The overall height of this truss excluding overhang is
Use equal spacing between rows and stagger nails 1-7-12.
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 57 plf at 0.00 to 57 plf at 11.35
BC-From 5 plf at 0.00 to 5 plf at 11.35
BC-1126 lb Conc.Load at 1.02,3.02,5.02,7.02
9.02
BC-2057 lb Conc.Load at 10.67
Plating Notes
(I)-plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance,and/or zero Positioning Tolerance.
(")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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.
(11.1.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
Tru eHo use PE No.l 6083911 Jeffrey P
PE No.58544 Ameson Derek PE No 71457y RussellAdam K
PE No.77693
71613 Ply:3 SEQN:17384/T66/FLAT .
Jo&Brian Adcock Residence Qty: 1 FROM DRW:
FG09 Wgt:319.2 lbs . / 09/25/17
2'3" 4'3"14 64"11 8'3"13 10'4"11 12'3"13 14'4"10 16'9"
2'3" I 2'0"14 2'0"14 I 1'11"2 I 2'0"14 I 1'11"2 I 2'0"14 I 2'4"6 i
6X6(**) =5X5(**)
A B C D E F G H T2 I
........7:7>11„...„.......A
***N'...... .......''...Z
0 0
E� 10'1"2
R C P 0 N M L K 1J T
1113X4(**) ss X8 5X5(**) 1113X4(**)
H- 1'1 1 8 1 14'9"8 i
, 1'11" 21"6 I 2.0"14 2'0"14 2'4"6 I 2014 2'0" 4 2'014
I " " I " I " I " I "111 406 613 821 10'6"7 1275 1482 169
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.041 A 570 360 Q 6919 /- /- /- /- /3.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.090 A 259 240 J 686 /272 /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.021 A - - 0 Min Brg Width Req= 2.5
Des Ld: 62.00 EXP:NA . HORZ(TL):-0.048 A - - J Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings Q&J Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.826
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.982 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.613 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 2034 0 E-F 772 -393
I:NA GCpi:NA Plate Type(s): B-C 1677 0 F-G 753 -393
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 1307 -58 G-H 339 -432
Lumber Purlins D-E 795 -377 H-I 158 -276
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP SS:T2 2x4 SP#2:
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 TC 24 0.00 16.75 R-Q 9 0 N-M 393 -772
BC 111 0.00 16.75
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Q-P 0-1904 M-L 445 -379
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. P-0 0-1638 L-K 315 -180
The TC of this truss shall be braced with attached O-N 111 -1244 K-J 2 0
Nailnote spans at 24"oc in lieu of structural sheathing.
Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs)
Top Chord:1 Row @ 3.25"o.c. Additional Notes
Webs Tens.Comp. Webs Tens. Comp.
Bot Chord:1 Row @12.00"o.c. Negative reaction(s)of-272#MAX.from a non-wind
Webs :1 Row @ 4"o.c. A-R 0 -30 N-E 0 -288
load case requires uplift connection.See MaximumRe eat nailingas each layer is applied.Use equal
Reactions. A-Q 0-2496 F-M 178 -9
spacing between rows and stagger nails in each row Q-B 0 -830 M-G 0 -487
to avoid splitting. Truss must be installed as shown with top chord up. B-P 543 0 G-L 189 -64
Special Loads The overall height of this truss excluding overhang is P-C 0 -352 L-H 149 -201
1-8-0. C-0 590 0 H-K 106 -185
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) 0-D 0 -413 K-I 329 -190
TC-From 114 plf at 0.00 to 114 plf at 16.75 D-N 711 0 I-J 94 -222
BC-From 10 plf at 0.00 to 10 plf at 16.75
TC-5161 lb Conc.Load at 0.29
Plating Notes
All plates are 3X4 except as noted.
(**)5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
•
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.
(Tri-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
APEX
Tru eHo use PE Noel K3oozlowski PE No.585.44son
o58544son FE No. Murray74PE No.o7 69311
71613 Ply:3 SEQN:17394/T91/COMN
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG10 Wgt:317.1 lbs ... / ... 09/25/17
3'8" , 11"12 10'391 11 13'9"5 17'1"4 20'5"
3'8" I 3'3"12 I 3'3"15 I 3'5"11 I 3'3"15 I 3'3"12
12
4 p
w6X10('") w5X5("") 1113X4 1113X4 =5X5 =6X6(")
DT 1"2 C D E F G H T
_ n TI
v �
co =3X8(A1)B _ ^ in ="
423 A L 1 N rh10'1'2
'
• N M L K J pEIP
1113X4 '' 4X5 =3X4 m8X8(") E4X8 1113X4(")
h-1'6"8 1 3'9"12 I 2'10"8 '11"12
3'9"12 6'8"4 I 3'5"11 3'9"3 3'6"3 I I 2
10'1"15 13'11"1 17'5"4 20'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.182 E 999 360 O 3083 /- /- I- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.423 E 575 324 P 2768 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 C - - 0 Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.065 C - - P Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&P Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.306
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.505 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.614 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 18 0 E-F 0 -2930
I:NA GCpi:NA Plate Type(s): B-C 0-2597 F-G 0 -2907
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0-3455 G-H 0 -1536
Lumber Purlins D-E 0-2929
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP M-31 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W9 2x4 SP#2: TC 24 1.50 20.42 B-N 2442 0 L-K 2930 0
BC 120 0.15 20.42
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers N-M 2440 0 K-J 1713 0
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. M-L 3523 0 J-I 16 0
Nailnote Additional Notes Maximum Web Forces Per Ply(lbs)
Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
Top Chord:1 Row @ 3.75"o.c. 1-8-0.
Bot Chord:1 Row @12.00"o.c. C-N 33 -13 F-K 0 -204
Webs :1 Row @ 4"o.c. C-M 1092 0 K-G 1289 0
Repeat nailing as each layer is applied.Use equal M-D 0 -331 G-J 0 -801
spacing between rows and stagger nails in each row D-L 38 -642 J-H 1653 0
to avoid splitting. L-E 0 -24 H-I 0 -873
Special Loads
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 116 plf at -1.54 to 116 plf at 3.67
TC-From 434 plf at 3.67 to 434 plf at 6.83
TC-From 116 plf at 6.83 to 116 plf at 17.25
TC-From 434 plf at 17.25 to 434 plf at 20.42
BC-From 10 plf at 0.00 to 10 plf at 20.42
TC- 273 lb Conc.Load at 3.67
TC- 822 lb Conc.Load at 6.83
Plating Notes
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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.
(11'14) 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 PE Noel Gg 3ogzlowski Jeffrey
No.58544 on PE No.71457y PE No.77769311
71613 Ply:3 'SEQN:17349/T85/COMN
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FG11 Wgt:344.4lbs / ... 09/25/17
5'1" I 6'10" I 8'9"11 I 11'0"13 I 13'5"12 I 15'6"11 I 17'9"13 I 20'5"
5'1" 1'9" 1'11"11 2'3"3 2'4"15 2'0"15 2'3"3 2'7"3
T 4 p 613X4(.,)D .. ..
4X8C 0 DT_1. -4X5 =3X4 1113X4 =4X8 =6X6(") T
F G H =3X81 J K
93 ' _ I Tcn
=4X5(..)9 = �t� - - � W1. PM .co- t',
A 0,-"IP. rR `i ■ 1 m10'1"2
S R Q P 0 N M lL I W
=4X5 =5X5 m3X4 mH0514(") =3X8 =4X8 =5X7 1113X4(")
�-1'6"8 1 5'1" 1'9" 2'3"3 2'1"7 2'5"7 2'3"3 2'2"11 2'3"3
5'1" I 6'10" I 9'1"3 I 11'2"9 I 13,8" I 15'11"3 I 18'1"13 I 20'5" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.217 G 999 360 B 2990 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.570 G 426 324 L 3419 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.052 E - - B Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.137 E - - L Min Brg Width Req= 1.5
NCBCLL:W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&L Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.431
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.732 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.601 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 18 0 G-H 0 -4697
I:NA GCpi:NA Plate Type(s): B-C 0-2432 H-I 0 -4639
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-E 0 -165 I-J 0 -3384
Lumber Purlins D-F 0-3364 J-K 0 -1833
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-G 0-4656
Top chord 2x4 SP M-31 to laterally brace chords as follows:
Bot chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3:W4 2x4 SP M-31: TC 24 -1.50 20.42 Chords Tens.Comp. Chords Tens. Comp.
:W12,W 14 2x4 SP#2: BC 120 0.15 20.42
Apply purlins to any chords above or below fillers B-S 2273 0 P-0 4697 0
Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. S-R 3254 0 0-N 3594 0
approved 1/30/2013 by ALSC R-0 4635 0 N-M 2066 0
Nailnote Q-P 4715 0 M-L 7 0
Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs)
Top Chord:1 Row @ 4.00"o.c. Webs Tens.Comp. Webs Tens.
Bot Chord:1 Row @12.00"o.c. Comp.
Webs :1 Row @ 4"o.c.
C-S 820 0 G-P 0 -160
Repeat nailing as each layer is applied.Use equal C-D 0-2153 H-0 0 -537
spacing between rows and stagger nails in each row S-D 0-1289 O-I 1262 0
to avoid splitting. D-E 3 0 I-N 0 -984
Special Loads D-R 928 0 N-J 1592 0
R-F 0-1586 J-M 0 -1093
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) F-Q 101 0 M-K 2119 0
TC-From 116 plf at -1.54 to 116 plf at 6.83 Q_G 33 71 K-L 0 -1122
TC-From 468 plf at 6.83 to 468 plf at 17.25
TC-From 116 plf at 17.25 to 116 plf at 20.42
BC-From 10 plf at 0.00 to 10 plf at 20.42
Plating Notes
(")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Additional Notes
The overall height of this truss excluding overhang is
2-7-8.
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.
6F1) 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 fiV\
Tru eHo use E No.Michael
60839 G Kozlowski
039lowski
Jeffrey
No. 854gson FE No. Murray7457PE No.Russell
Derek BAPEX
71613 Ply:1 SEQN:20100/T75/SY42
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
FGE01 Wgt:47.6 lbs ... / ... 09/25/17
H 1'2"8--I---1'4,-
(TYP)
A B C D E F G
T38 P._;-1 - - - LH
co
I1 - .- - - - F 0 101"2
III 3X3 N M L K J 1113X3
F 8'
F 8' -1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 G 999 360 I' 120 /- /- /- /- /96.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 G 999 240 0 Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 G - - Bearing 0 Fcperp=565psi.
Des Ld: 62.00 EXP:NA HORZ(TL): 0.000 G - -
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.104 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.018 A-B 0 0 D-E 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.036 B-C 0 0 E-F 0 0
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 F-G 0 0
I:NA GCpi:NA Plate Type(s):
Wind Duration:NA WAVE VIEW Ver:17.01.01.0630.10 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. O-N 0 0 L-K 0 0
Top chord 4x2 SP#2 The overall height of this truss excluding overhang is N-M 0 0 K-J 0 0
Bot chord 4x2 SP#2 1-8-0. M-L 0 0 J-I 0 0
Webs 4x2 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.
Bracing P-O 0 -9 G-I 0 -54
Sheathing is required for any longitudinal(drag) A-0 0 -54 I-H 0 -9
forces.All connections to be designed by the building
designer. Maximum Gable Forces Per Ply(lbs)
Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp.
Plating Notes B-N 0 -153 E-K 0 -152
All plates are 1.5X3 except as noted. C-M 0 -152 F-J 0 153
D-L 0 -152
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 0.25 7.75
BC 90 0.25 7.75
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
NOTES:
r 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03,
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 Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
_ APEX
�+ Michael G KozlowskiTJeffrey P Arneson Derek B Murray Adam K Russell
rue 0 U ce PE No.60839 PE No 58544 PE No 71457 PE No.77693
71613 Ply:1 SEQN:20097/T88/SY42 •
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
FGE02 Wgt:19.6 lbs ... / ... 09/25/17
H8"4"I Fad
3'
A B C
T I 1111111 D
1 E ■ n I\ 10'1'2
Pir \I
G F E
1113X3 1113X3
2'
F 2'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 360 E* 110 /- /- /- /- /24.0
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 C 999 240 G Min Brg Width Req= -
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 C - - Bearing G Fcperp=565psi.
Des Ld: 62.00 EXP:NA HORZ(TL): 0.000 C - -
NCBCLL: W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor 1.5 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.046 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.007 A-B 0 0 B-C 0 0
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.010
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(lbs)
I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:NA WAVE VIEW Ver:17.01.01.0630.10
Lumber Additional Notes G-F 0 0 F-E 0 0
Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(lbs)
Top chord 4x2 SP#2 The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp.
Bot chord 4x2 SP#2 1-8-0.
Webs 4x2 SP#3 H-G 0 -9 C-E 0 -41
Lumber value set"13B"uses design values A-G 0 -41 E-D 0 -9
approved 1/30/2013 by ALSC
Bracing Maximum Gable Forces Per Ply(lbs)
Gables Tens.Comp.
Fasten rated sheathing to one face of this frame.
B-F 0 -106
Plating Notes
All plates are 1.5X3 except as noted.
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 0.25 1.75
BC 18 0.25 1.75
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
End Vertical Attachment
Attach notched end vertical(s)to next end vertical
using(3)qty.10d box or(0.128"x3"min)gun nails,or
(5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire
staples,through wide face;or(3)qty.16-Gauge,1"
Crown(minimum),1-1/2"length wire staples on each
narrow face.
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.
611H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer 7q*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE Noel 08391owskiJeffrey
No 58544son
PEPE No Murray1457APE No 77769311
71613 Ply:1 SEAN:17215/T95/COMN
Jo&Brian Adcock Residence Qty: 10 FROM: DRW:
FT01 Wgt:61.6 lbs ... / ... 09/25/17
3'11"7I 7'0"1 . 9'10"14 12'11"8
H -1
3'11"7 3'0"10 2'10"14 3'0"10
12 =4X10(**) 1113X4 OIII 3X4 =6X6(**)(I)
4 p C D T2 E F
c - T T
zo
3X8(A1)B
44'3 A J 1 I O 10'1"2
J I H r 1
1113X4 =3X4 =4X10 1113X4("")
1'6"8 1 4'1"3 2'9"2 3'3"14 2'9"6
H4'1"3 I 6'10"5 H 10'2"2 I 12'11"8
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.188 D 816 360 B 1286 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.378 D 406 240 G 1003 /- /- /- /- /3.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 C - - B Min Brg Width Req= 1.5
Des Ld: 62.00 EXP:NA HORZ(TL): 0.072 C - - G Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&G Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.998
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.895 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.700 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 55 0 D-E 0 -2314
I:NA GCpi:NA Plate Type(s): B-C 0-2532 E-F 0 -2239
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0-2284
Lumber Additional Notes
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#2:T2 2x4 SP SS: 1-8-0. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP SS B-J 2344 0 I-H 2314 0
Webs 2x4 SP#3:W5 2x4 SP#2: J-I 2358 0 H-G 0 -5
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.
Special Loads
-----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-J 178 0 E-H 0 -704
TC-From 116 plf at -1.54 to 116 plf at 3.95 C-I 0 -129 H-F 2482 0
TC-From 116 plf at 3.95 to 116 plf at 12.96 I-D 0 -287 F-G 0 -1100
BC-From 10 plf at 0.00 to 10 plf at 12.96
TC- 485 lb Conc.Load at 5.67
Plating Notes
(I)-plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance,and/or zero Positioning Tolerance.
(**)3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 12.96
BC 75 0.15 12.96
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 BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(Tr14) 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 PE No.160839Kozlowski PE No 58544son ay
PE No 71457 Adam K 11
PE No.77693
71613 Ply:1 SEAN:17369/T77/COMN "
Jo&Brian Adcock Residence Qty: 4 FROM: DRW:
FT02 Wgt:116.9 lbs ... / ... 09/25/17
3'8" I 6'3"11 I 8715 I 10'10"6 I 132"10 I 1551 I 17'8"13 I 20'5"
3'8" 2'7"11 2'4"3 2'2"7 2'4 3 2'2"7 2'3"11 2'8"3
12
4 p
=3X4 =3X4 1113X4 1113X4 =5X7(") 6X6(")(1)
DT 1"2 =_6X1C2(")(I) D E F G H m4X81 T3 J T
v =4X5 C1 �\
--1
T I
in tr)
S_ =3X8(C1)B
_L i� A � LJ I N 10'1"2
5 R Q P 0 N M L rEKT
1113X4 =4X4 =H1010(")(I) =3X4 -4X8 =4X8 =4X10 1114X4(")
„ 39 12 I 22"7 I 2'4"3 I 2'4"3 I 2'8"3 I 2,4"3 I 2,5"3 I 2'2"11 1
I-169
3'9"12 6'0"3 8'4"7 10'810 13'4"14 15'9"1 18'2"5 20'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Cts NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.338 0 720 360 S 2352 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.659 0 369 324 T 1452 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.055 C - - S Min Brg Width Req= 2.4
Des Ld: 62.00 EXP:NA HORZ(TL):0.107 C - - T Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&T Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.656
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.864 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.828 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 55 0 F-G 0 -5739
I:NA GCpi:NA Plate Type(s): B-C 0-5484 G-H 0 -5689
Wind Duration:NA WAVE,HS VIEW Ver:17.01.01A.0723.13 C-D 0-5919 H-I 0 -4029
Lumber Additional Notes D-E 0-6301 I-J 0 -2272
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is E-F 0-5730
Top chord 2x4 SP M-31:T3 2x4 SP M-30: 1-8-0.
Bot chord 2x6 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3:W13 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-R 5126 0 O-N 5739 0
approved 1/30/2013 by ALSC R-Q 5117 0 N-M 4269 0
Q-P 5988 0 M-L 2555 0
Special Loads P-O 6297 0 L-K 12 0
----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00)
TC-From 116 plf at -1.54 to 116 plf at 3.67 Maximum Web Forces Per Ply(lbs)
TC-From 116 plf at 3.67 to 116 plf at 20.42 Webs Tens.Comp. Webs Tens. Comp.
BC-From 10 plf at 0.00 to 10 plf at 20.42
TC-1062 lb Conc.Load at 3.67 C-R 0 -78 G-N 0 -446
Plating Notes C-Q 891 0 N-H 1676 0
Q-D 0 -379 H-M 0 -1092
(I)-plates so marked were sized using 0% D-P 370 0 M-I 1740 0
Fabrication Tolerance, 0 degrees Rotational P-E 185 0 I-L 0 -1285
Tolerance,and/or zero Positioning Tolerance. E-0 0 -669 L-J 2578 0
(")5 plate(s)require special positioning.Refer to O-F 59 -77 J-K 0 -1380
scaled plate plot details for special positioning
requirements.
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 -1.50 20.42
BC 120 0.15 20.42
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
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. � �
(111'FI 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %f-/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
TrueHouse E No.08391owski PE No.58544son PE No Murray7457PE No Russell
Derek BAPEX
71613 Ply:2 SEAN:17374/T1/COMN
Jo&Brian Adcock Residence Qty: 1 FROM: DRW:
FT03 Wgt:233.8 lbs ... / ... 09/25/17
3'8" I 6'3"11 I 8'7"15 I 10'10"6 I 13'2"10 I 15'5"1 , 17'9"5 , 20'5"
3'8" 2711 2'4"3 2'2"7 2'4"3 2'2"7 2'4"3 2'7"11
12
4 L.....--
DT
DT 1"2 =6X112(") =3X4 -3X4 1113X4 1113X4 -5X5(") -4X5
\ E F G H I =5X5 J
I 84X4(.. \\ 1 \ !---; W T T
=4X4(«) _ _
<y3 A J 1 N 10'1"2
R Q P 0 N M L p*KT 1
1113X4 E3X4 =8X8(") 3X4 =4X5 =4X5 =5X5 1113X4(")
3'912 22"7 2'4"3 2'4"3 2711 2'4"3 2'4"3 2'4"3
3'9"12 I 6'0"3 I 8'4"7 I 10'8"10 I 13'4"6 I 15'8"9 18'0"13 I 20'5" 1
�-1'6"8 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 17.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.215 0 999 360 S 3263 /- /- /- /- /5.5
BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.416 0 585 324 T 1644 /- /- /- /- /5.5
BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 C - - S Min Brg Width Req= 1.7
Des Ld: 62.00 EXP:NA HORZ(TL): 0.070 C - - T Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&T Fcperp=565psi.
Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.359
Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.567 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.493 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 27 0 F-G 0 -3469
I:NA GCpi:NA Plate Type(s): B-C 0-4017 G-H 0 -3439
Wind Duration:NA WAVE VIEW Ver:17.01.01A.0723.13 C-D 0 -4005 H-I 0 -2345
Lumber Purlins D-E 0 -4023 I-J 0 -1305
E-F 0 -3470
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP M-31 to laterally brace chords as follows:
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3:W9,W13 2x4 SP#2: TC 24 -1.50 20.42 Chords Tens.Comp. Chords Tens. Comp.
BC 120 0.15 20.42
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers B-R 3764 0 0-N 3469 0
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. R-Q 3753 0 N-M 2494 0
Q-P 4009 0 M-L 1467 0
Nailnote P-O 3991 0 L-K 6 0
Nail Schedule:0.131"x3",min.nails
Top Chord:1 Row @ 7.75"o.c. Maximum Web Forces Per Ply(lbs)
Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp.
Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails C-R 46 -97 G-N 0 -268
in each row to avoid splitting. C-Q 316 0 N-H 1115 0
Special Loads Q-D 0 -125 H-M 0 -677
D-P 188 0 M-I 1036 0
(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) P-E 143 -37 I-L 0 -735
TC-From 116 plf at -1.54 to 116 plf at 3.67 E-0 0 -616 L-J 1482 0
TC-From 116 plf at 3.67 to 116 plf at 20.42 O-F 6 14 J-K 0 784
BC-From 10 plf at 0.00 to 10 plf at 20.42
TC-2164 lb Conc.Load at 3.67
Plating Notes
('")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Additional Notes
The overall height of this truss excluding overhang is
1-8-0.
NOTES:
Ir- 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 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
TrueHouse PE NoMichael l 0 39lowski effrey P PE No. 854gson Derek BPE No 71457y usse
PE No Adam K8769311
APEX
71613 Ply:1 SEQN:19876/T31/HIP_
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
HJO2 Wgt:11.2 lbs ... / ... 09/25/17
12 C
4.24 F - " T 21'10"10
N
3X4(A1) Bco
A N-
4"7 _ 020'11"
►�
A 1 D
7
2'6"5
H 2'2"3 1i
2'6"5
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):NA B 277 /138 /168 /- /67 /4.2
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 24 /11 /25 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 20 /24 /23 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:21.35 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: 0.661 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.161 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-B 42 0 B-C 12 -29
Value Set:13B(Effective 6/1/2013)
Tap chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -2.13 2.53
BC 29 0.15 2.53
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
1-3-2.
NOTES:
r
6'1{ 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.
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 fi*/\
TrueHouse PE Noel 60839 PE
Jeffrey
58544PE No. 1457 PE No son Derek Murray77Adam K 7769311
APEX
71613 Ply:1 SEQN:19882/T64/HIP_
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
HJO4 Wgt:21.0 lbs ... / ... 09/25/17
T----E°-22'11"6
12
4.24
N �
3X4(A1) B
'47 20'11"
A : p
5'6"6
2r2rr3 11
5'6"6
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeIUCSI 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):NA B 177 /161 /- /- /- /4.2
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 72 /13 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - C 78 /78 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.008 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:21.88 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: 0.266 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.211 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: Maximum Top Chord Forces Per Ply(lbs)
G 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-B 21 -13 B-C 37 -26
Value Set:138(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"136"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Special Loads
----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 0 plf at -2.18 to 55 plf at 0.00
TC-From 2 plf at 0.00 to 2 plf at 5.53
BC-From 0 plf at -2.18 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 5.53
TC- -30 lb Conc.Load at 1.46
TC- 109 lb Conc.Load at 4.29
BC- 7 lb Conc.Load at 1.46
BC- 74 lb Conc.Load at 4.29
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 -2.13 5.53
BC 65 0.15 5.53
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
2-3-14.
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.
(111'H) 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
TrueHouse PE No.Michael K3oozlowski effrey P Arne
PE No.58544son
o58544son Derek B PE No 714Mu57y Adam K
PE No 7 69311
APEX
71613 Ply:1 SEQN:19870/T39/HIP_
Jo&Brian Adcock Residence Qty:4 FROM:KS DRW:
HJO7 Wgt:40.6 lbs ... / ... 09/25/17
5710 9'9"5
EI-I 4'6"11 H
D
T T 0
24'5"6
4.24 12
(� =='-- r.
,:r
41 in
in to
-v
3X4(A1)B
T MI
47 1;� 20'11"
A =4X4E F
H----22"3 1 9'5"11 I3'
9'5"11
9' 5
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): 0.018 F 999 240 B 273 /250 /- /- /- /4.2
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.054 F 999 180 E 284 /121 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 65 /50 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.024 F - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.63 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: 0.457 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.942 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.229 Bearing B Fcperp=565psi.
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:17.01.01.0630.10
Lumber Additional Notes A-B 21 -14 C-D 43 -56
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 355 -420
Top chord 2x4 SP#2 3-9-14.
Bot chord 2x4 SP#2 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-F 416 -310 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens Comp.
TC-From 0 plf at -2.18 to 55 plf at 0.00 C-F 336 -451
TC-From 2 plf at 0.00 to 2 plf at 9.77
BC-From 0 plf at -2.18 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.77
TC- -30 lb Conc.Load at 1.46
TC- 109 lb Conc.Load at 4.29
TC- 224 lb Conc.Load at 7.12
BC- 7 lb Conc.Load at 1.46
BC- 74 lb Conc.Load at 4.29
BC- 134 lb Conc.Load at 7.12
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord SpacingOn oc) Start(ft) End(ft)
TC 24 -2.13 9.77
BC 116 0.15 9.77
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:
'V-
(1111'1-1)
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.
TH 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
reyAPEX
Tru eHo use PE Noel 10 K3oozlowski FE No. 85445on PE No. Murray7457Adam K PE No.Russell 1
693
71613 Ply:1 SEQN:19891/T54/HIP_
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
HJO7A Wgt:40.6 lbs ... / ... 09/25/17
5'2"10I 9'9"5
F5'2"10 4'6"11
D
:l T 24'5"6
4.24 12
3X4 C v
Zn
_...iiiiiiiiiiiiihib...' ...alisirissisit
io m
v
3X4(A1)B
11"7 �I t:� 20'11"
A -IT, F
F-2'2"3 1 95"11
9'5"11 ' 5
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 Pt NA Ce:NA VERT(LL): 0.019 F 999 240 B 291 /261 /- /- /- /4.2
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.054 F 999 180 E 303 /135 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 67 /51 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.024 F - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.63 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: 0.475 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.248 Bearing B Fcperp=565psi.
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:17.01.01.0630.10
Lumber Additional Notes A-B 21 14 C-D 45 -59
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 379 -458
Top chord 2x4 SP#2 3-9-14.
Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-F 452 -333 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp.
TC-From 0 plf at -2.18 to 55 plf at 0.00 C-F 361 -490
TC-From 2 plf at 0.00 to 2 plf at 9.77
BC-From 0 plf at -2.18 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.77
TC- -30 lb Conc.Load at 1.46
TC- 128 lb Conc.Load at 4.29
TC- 235 lb Conc.Load at 7.12
BC- 7 lb Conc.Load at 1.46
BC- 79 lb Conc.Load at 4.29
BC- 138 lb Conc.Load at 7.12
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 -2.13 9.77
BC 116 0.15 9.77
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:
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.
61}{) 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 PE Noel 0391owski PE No.58544 PE No. Murray74PE No.Russell
71613 Ply:1 SEQN:19912/T97/HIP_
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
HJO7B Wgt:40.6 lbs ... / ... 09/25/17
5'2"10I 9'9"5
-I
5'2"10 4'6"11
D
T a)24'5"6
4.24 12
3X4 C
I
m
M io
v
3X4(A1)B
77 �I�i 20'11"
A =4X4 E F
i-2'2"3 1 9'S"11 I3"
9'5"11 9' S
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): 0.018 F 999 240 B 276 /253 /- /- /- /4.2
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.054 F 999 180 E 289 /127 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 68 /52 I- I- l- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.024 F - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.63 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: 0.479 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.957 D Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.234 Bearing B Fcperp=565psi.
Spacing:24.0"
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:17.01.01.0630.10
Lumber Additional Notes A-B 21 14 C-D 44 58
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 363 -430
Top chord 2x4 SP#2 3-9-14. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-F 426 -318 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 -2.18 to 55 plf at 0.00 C-F 345 -462
TC-From 2 plf at 0.00 to 2 plf at 9.77
BC-From 0 plf at -2.18 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.77
TC- -30 lb Conc.Load at 1.46
TC- 109 lb Conc.Load at 4.29
TC- 233 lb Conc.Load at 7.12
BC- 7 lb Conc.Load at 1.46
BC- 74 lb Conc.Load at 4.29
BC- 137 lb Conc.Load at 7.12
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 -2.13 9.77
BC 116 0.15 9.77
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:
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.
611'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer i
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE Noel 0 3o�zlowski Jeffrey
No.58544son
o58544son Pb No.71457y PE No.77769311
71613 Ply:1 SEQN:19903/T51/HIP_
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
HJ08 Wgt:12.6 lbs ... / ... 09/25/17
12 C
4.24 .' 1 , 21'11"6
NV
[--
3X4(A1) B ch
"7 I i N �� 20'11"
A ►m p \/
2'8"7
2'2"3H 1�
2'8"7
Loading Criteria(psi) 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 Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 278 /136 /168 /- /61 /4.9
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 27 /10 /24 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 27 /23 /21 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:21.38 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: 0.378 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.097 C Min Brg Width Req= -
MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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. Camp
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-B 42 0 B-C 9 -29
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.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
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 -2.13 2.70
BC 31 0.15 2.70
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
1-3-14.
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.
(TH4 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 PEMichaeNo.160839lowski effrey P PE No. 8544�n Derek ay
PE No.71457y Adam
Russell
PE No.776
71613 Ply:1 SEAN:20007/T13/HIP_ '
Jo&Brian Adcock Residence Qty: 3 FROM:KS DRW:
HJO9 Wgt:40.6 lbs ... / ... 09/25/17
5'4"13I 9'9"5
H
5'4"13 4'4"8
D
2.83 2 0 T 012'57
3X40 co
N
Co
3X4(A1)B
42 A I CI)10'1"2
4X4(*F-) F
H-2'2"3 * 9'6"13 j8
9'6"13 9'�'S
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 F 999 240 G 266 /179 /- /- /- /7.0
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.086 F 999 180 E 282 /73 /- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 56 /27 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):0.024 F - - Wind reactions based on MWFRS
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: 0.413 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.938 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.306 Bearing G Fcperp=565psi.
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:17.01.01.0630.10
Lumber Wind A-B 15 -7 C-D 19 -39
B-C 295 -587
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS.
Top chord SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 The overall height of this truss excluding overhang is
Lumber value set"13B"uses design values 2-7-13. B-F 585 -272 F-E 0 0
approved 1/30/2013 by ALSC
Special Loads Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp.
TC-From 0 plf at -2.18 to 54 plf at 0.00 C-F 284 -611
TC-From 2 plf at 0.00 to 2 plf at 9.77
BC-From 0 plf at -2.18 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.77
TC- -25 lb Conc.Load at 1.46
TC- 105 lb Conc.Load at 4.29
TC- 217 lb Conc.Load at 7.12
BC- 3 lb Conc.Load at 1.46
BC- 71 lb Conc.Load at 4.29
BC- 131 lb Conc.Load at 7.12
Plating Notes
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -2.15 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:
Nr- 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. �\
(1111H) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer I�-
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
Tru eHo u se PE Noel GO K3oozlowski FE No.58544son
o58544son FE No. Murray74PE No.7 69311
•
71613 Ply:1 SEQN:20022/T80/HIP_
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
HJ10 Wgt:40.6 lbs ... / ... 09/25/17
5'4"13 I 9'9"5
5'4"13 4'4"8
12D
2.83 T 012'5"7
3X40 t 1
liwimiNummommommimmorm
(V
3X4(A1)B
4"3 A 10'1"2
=4X40 F
ri
�-2'2"3 11'9'6"13
9'6"135
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): 0.021 F 999 240 B 269 /217 /- /- /- /7.8
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.066 F 999 180 E 264 /73 I- /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 F - - D 57 /25 /- /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.021 F - - 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: 0.393 E Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.894 D Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.283 Bearing B Fcperp=565psi.
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:17.01.01.0630.10
Lumber Wind A-B 15 -7 C-D 19 -37
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B C 304 -542
Top chord 2x4 SP#2 Left cantilever is exposed to wind Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2
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-F 540 -274 F-E 0 0
approved 1/30/2013 by ALSC 2-7-13.
Special Loads Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens Comp.
TC-From 0 plf at -2.18 to 54 plf at 0.00 C-F 286 -564
TC-From 2 plf at 0.00 to 2 plf at 9.77
BC-From 0 plf at -2.18 to 4 plf at 0.00
BC-From 2 plf at 0.00 to 2 plf at 9.77
TC- -30 lb Conc.Load at 1.46
TC- 95 lb Conc.Load at 4.29
TC- 210 lb Conc.Load at 7.12
BC- 3 lb Conc.Load at 1.46
BC- 68 lb Conc.Load at 4.29
BC- 128 lb Conc.Load at 7.12
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -2.15 9.77
BC 114 0.29 9.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
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.
(91IFFI'41-
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ,gt/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE No.Michael
08391owski Jeffrey
No.58544son PE No.71457y PE No.77769311
71613 Ply:1 SEQN:20058/T20/HIP_
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
HJ12 Wgt:42.0lbs ... / ... 09/25/17
5'4"13I 8'10" I 9'9"5,
5'4" 3 3'5"3I 11"4
E
1113X4 D r, T - O 12'5"7
2.83 p
3X40 M
.� HB 9"8 v v
N N
T
3X4(A1)B
2 A m ;� 1 (M 101012
G F
=4X4
l8'6„8 i
8'8"41'1"
2,2„3 8,8„4 � 9'9"5I
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs)
TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdef L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 G 999 240 B 232 /204 /- /- /- /7.8
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 G 999 180 G 729 /159 /- /- /- /5.7
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 G - - F -241 /241 /2 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.011 G - - E 7 /103 /47 /- /- /1.5
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: 0.292 B Min Brg Width Req= 1.5
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.581 G Min Brg Width Req= 1.5
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.131 F Min Brg Width Req= -
E Min Brg Width Req= -
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Bearings B&G Fcperp=565psi.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Maximum Top Chord Forces Per Ply(lbs)
Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-241#MAX.from a non-wind A-B 15 -7 C-D 20 -31
Top chord 2x4 SP#2 load case requires uplift connection.See Maximum
B-C 241 -371 D-E 11 24
Bot chord 2x4 SP#2 Reactions.
Webs 2x4 SP#3 The overall3height of this truss excluding overhang is 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-G 367 -212 G-F 0 0
Special Loads
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Maximum Web Forces Per Ply(lbs)
TC-From 0 plf at -2.18 to 54 plf at 0.00 Webs Tens.Comp. Webs Tens. Comp.
TC-From 2 plf at 0.00 to 2 plf at 9.77
BC-From 0 plf at -2.18 to 4 plf at 0.00 C-G 225 -386 D-G 91 -210
BC-From 2 plf at 0.00 to 2 plf at 9.77
TC- -30 lb Conc.Load at 1.46
TC- 95 lb Conc.Load at 4.29
TC- 210 lb Conc.Load at 7.12
BC- 3 lb Conc.Load at 1.46
BC- 68 lb Conc.Load at 4.29
BC- 128 lb Conc.Load at 7.12
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 -2.15 9.77
BC 114 0.29 9.77
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Wind
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
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.
(Iirli) 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 fiV\
APEX
TrueHouse PE No Michael 0 391owski PE No 5854gson PE No 71457y APE No 77769311
71613 Ply:1 SEQN:19867/T36/JACK
Jo&Brian Adcock Residence Qty: 14 FROM:KS DRW:
J01 Wgt:5.6 lbs ... / ... 09/25/17
12
6 ** g �� T
3X4(**) ti 21'5"15
4"7gi, 20'11"
►t
V/
A D
r
1'6"8
1'
Loading Criteria(est) 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):NA B 219 /101 /176 /- /48 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 3 /18 /18 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -47 /51 /43 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:21.15 ft Code/Mist Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.567 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)
Chords Tens.Comp. Chords Tens. Camp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-B 40 0 B-C 66 -35
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"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 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
0-10-7.
NOTES:
r 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.
(11'FI) 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 fi*/\
APEX
TrueHouse PE Noel 0 3o9zlowski FE No.58544son
o58544son PE No.71457y APE No.77769311
71613 Ply:1 SEQN:19873/T40/EJAC •
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
J02 Wgt..8.4lbs ... / _ 09/25/17
12 C
6 _ ' 1 T dui 21'11"3
MP
3X4(')g o
4"7 A _4)___,1-- 20'11"
►►_�
A ►— D
I----- 1'6"8 i- 1 10 8
110"8
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 lac Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 201 /72 /148 /- /53 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 19 /8 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 13 /18 /22 /- /- /1.5
Des Ld: 32.00 EXP:C . HORZ(TL):-0.001 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:21.37 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: 0.326 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.062 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h 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: 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:17.01.01.0630.10
Lumber A-B 40 0 B-C 10 -30
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
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 1.88
BC 21 0.15 1.88
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
1-3-11.
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.
(11'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer %gf./\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Jeffrey P
APEX
Tru eHo use PE No.
Michael 6G K3oozlowski PE No. 8544son pE No.71457y APE No.7 69311
71613 Ply:1 SEAN:19864/T35/JACK
Jo&Brian Adcock Residence Qty: 13 FROM:KS DRW:
J03 Wgt:12.6 lbs ... / ... 09/25/17
12 AT 0 22'5"15
6
ti
o
_
3X4(**)BZID
(V
r� 20'11"
p.m
A D
3'
1 r6rr8 3
, ' i
v
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 220 /84 /152 /- /94 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /0 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 55 /48 /25 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:21.65 ft Code 1 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: 0.570 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.091 C Min Brg Width Req= -
Load Duration:1.25 P 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:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-8 40 0 B-C 24 -75
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
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 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
1-10-7.
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.
(Tr
H 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 08391owski Jeffrey
No.58544son
o58544son PE No Murray7457PE No 77769311
71613 Ply:1 SEQN:19885/T52/JACK
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
J03A Wgt:9.8 lbs ... / ... 09/25/17
12
6 , 22'5"15
3X4(**)A
p
� p� 20'1 1"
4n83'
'18 3'1"8
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):NA A 98 /23 /51 /- /66 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 42 /3 /20 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - B 73 /59 /41 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.003 C - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.03 ft Code/Misc Criteria Creep Factor:1.5
Soffit 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.128 Chords Tens.Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 A-B 33 -60
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Chords Tens.Comp.
Lumber
A-C 0 0
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 3.00
BC 36 0.00 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
1-10-7.
NOTES:
r 1611H1.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 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 fi*/\
TrueHouse PE Noel 60839 1owski Jeffrey
58544PE No 71457 PE No.77693
Arneson Murray Adam K Russell
APEX
71613 Ply:1 SEQN:19879/T61/EJAC
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
J04 Wgt:15.4lbs / ... 09/25/17
T13-
22'11"15
12
6
I`
CV rD
3X4('"`)B
4,7 M HDF20'11"
A : D
4'
1'6"8 , 4
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 245 /57 /162 /- /71 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 52 /- /20 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 84 /40 /44 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:21.90 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: 0.365 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.189 C Min Brg Width Req= -
MWFRS Parallel Dist:h to 2h RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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:17.01.01.0630.10 Chords Tens.Comp. Chords Tens. Comp.
Lumber A-B 40 0 B-C 38 -75
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
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 4.00
BC 46 0.15 4.00
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
2-4-7.
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.
(1111) 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 fit/\
UO��� Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell APEX
Truer], PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:19861/T17/JACK
Jo&Brian Adcock Residence Qty: 10 FROM:KS DRW:
J05 Wgt:18.2 lbs ... / ... 09/25/17
C
23'5"15
12
6
ra
CV
M
3X4(**)B
20'11"
A : p
5'
1'6"8 1 5
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 274 /98 /176 /- /140 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /26 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 112 /94 /60 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.15 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: 0.511 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: 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:17.01.01.0630.10
Lumber A-B 40 0 B-C 50 -93
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
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 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
2-10-7.
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.
(1:14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
TrueHouse PE o.l 08391owski PE Na 58544son PE No MurrayDerek B7457Adam K Russe
PE No 77769311
APEX
71613 Ply:1 SEAN:19888/T48/JACK
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
JO5A Wgt:15.4 lbs ... / ... 09/25/17
23'5"15
12
6
3X4(**)A
T
L / 0 (t) 20'11"
)1:,&
5'1"8
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):NA A 164 /43 /85 /- /112 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 71 /4 /33 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 C - - B 123 /101 /69 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.015 C - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.53 ft Code I Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.557 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.368 Chords Tens.Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 A-B 55 -97
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): - Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Chords Tens.Comp.
Lumber
A-C 0 0
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Plating Notes
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 5.00
BC 60 0.00 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
2-10-7.
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 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
Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
True u�+�e PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:19909/T98/JACK
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
JO5B Wgt:15.4 lbs ... / ... 09/25/17
23'5"15
12
6
•
0
N
3X4(B1)A
5"3 (t) 20'11„
1"84'1 0"8
4'f8 5'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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):NA A 160 /41 /83 /- /110 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 70 /3 /31 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - B 121 /101 /68 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.013 C - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.57 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.553 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.339 Chords Tens.Comp.
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 A-B 54 -97
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Chords Tens.Comp.
Lumber
Value Set:136(Effective 6/1/2013) A-C 0 0
Top chord 2x4 SP#3
Bot chord 2x4 SP#3
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
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 4.88
BC 59 0.00 4.88
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
2-10-7.
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 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 fi*/\
reyerek APEX
TrueHouse PE Noel Kozlowski PE No. 8 44son PE No. Murray14PE No.77769311
71613 Ply:1 SEQN:19858/T37/EJAC
Jo&Brian Adcock Residence Qty: 16 FROM:KS DRW:
J07 Wgt:23.8 lbs ... / ... 09/25/17
C
24'5"15
6 12
ih io
'v
3X4(**)B
1)20'11"
A
=' D
7'
I--1'6"8 1 , -i
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 335 /70 /206 /- /143 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 96 /- /39 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 0 - - C 165 /99 /90 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height:22.65 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: 0.625 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.382 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h 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: 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:17.01.01.0630.10
Lumber A-B 40 0 B-C 74 -120
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 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
3-10-7.
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.
TH 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
TrueHouse PE oel GO K3oozlowski
Jeffrey
No. 8544 on PE No.Derek B714u5y Adam K
PE No 7 69311
APEX
71613 Ply:1 SEAN:19906/T53/EJAC
Jo&Brian Adcock Residence Qty:4 FROM:KS DRW:
J07B Wgt:21.0 lbs ... / ... 09/25/17
)�( �24'5"15
12
6
ih
3X4031)A
41. 111111 I. (1120'11"
C
6'10"8
6.10..8
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 Pt NA Ce:NA VERT(LL):NA A 224 /35 /118 /- /119 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 98 /- /43 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 C - - B 170 /101 /95 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.030 C - - Wind reactions based on MWFRS
NCBCLL:10.00 Mean Height 23.07 ft Code/Misc Criteria Creep Factor:1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.669 Maximum Top Chord Forces Per Ply(lbs)
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 Chords Tens.Comp.
Spacing:24.0" MWFRS Parallel Dist h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 A-B 76 -132
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber:
GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs)
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Chords Tens.Comp.
Lumber
A-C 0 0
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
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 0.06 6.88
BC 75 0.06 6.88
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
3-10-7.
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.
(11H) 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 fi*/\
APEX
TrueHouse PE Noel 60839 PE No.Kozlowski PE No 58544 on Murray1457PE No.77769311
71613 Ply:1 SEQN:19897/T15/MONO
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
JO7C Wgt:31.5 lbs ... / ... 09/25/17
1113X4(** B T
6 �12
M
N.
3X4(A1)A IM
o
clii)
AN
20'11"
III4X5 *)
7' J
i 7' •
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/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 477 /210 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 507 /248 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C •
HORZ(TL): 0.034 C - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.03 ft Code/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: 0.624 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.374
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.210 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 70 -105
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Wind Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Chords Tens.Comp.
Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. A-C 23 -12
Bot chord 2x6 SP SS Dense
Webs 2x4 SP#3 Additional Notes Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Webs Tens.Comp.
approved 1/30/2013 by ALSC 3-10-7.
B-C 104 -159
Special Loads
----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at 0.00 to 56 plf at 7.00
BC-From 5 plf at 0.00 to 5 plf at 7.00
BC- 98 lb Conc.Load at 1.15
BC- 164 lb Conc.Load at 3.15
BC- 297 lb Conc.Load at 5.06
Plating Notes
(**)2 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 7.00
BC 82 0.15 7.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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 Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE No.08391owski Jeffrey
No.58544 n PE No.71457 PE No 77769311
71613 Ply:1 SEQN:19900/T101/EJAC
Jo&Brian Adcock Residence Qty: 5 FROM:KS DRW:
J08 Wgt:8.4 lbs ... / ... 09/25/17
C
6 1N 21'11"15
3X4(**)B
o .r
A 1 N Ada 2011
A ►i D
Mr
H 1'6"8
2'
2'
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 Pt NA Ce:NA VERT(LL):NA B 202 /83 /148 /- /71 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 21 /7 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 19 /22 /21 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS
NCBCLL: 10.00 Mean Height:21.40 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: 0.326 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.063 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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:17.01.01.0630.10
Lumber A-B 40 0 B-C 9 -31
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
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.48 2.00
BC 22 0.15 2.00
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
1-4-7.
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.
TH 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 Noel 60839 PE No. 854PE No
Kozlowski 4 on Murray1457PE No.77769311
71613 Ply:1 SEQN:19938/T34/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
J10 Wgt:16.1 lbs ... / ... 09/25/17
1'10"8 3'
1'10"8 I 1'1"8
6 %4X64(**) III3X4g*)
T
3X4(A1)A I
M
T I. M r-
I 1 0 20'11"
om
um III3X4 III 3X4( *)
3'
k 3'
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): 0.015 E 999 240 A 754 /257 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 E 999 180 D 430 /170 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.014 B - - A Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:21.75 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.272 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.600
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.058 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 26 -36 B-C 12 -33
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Wind Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2 A-E 46 -23 E-D 33 -12
Bot chord 2x6 SP#2 Additional Notes
Webs 2x4 SP#3 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values 1-3-11. Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
B-E 69 -82 C-D 41 -87
Special Loads
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at 0.00 to 56 plf at 1.87
TC-From 56 plf at 1.87 to 56 plf at 3.00
BC-From 5 plf at 0.00 to 5 plf at 3.00
TC- 33 lb Conc.Load at 1.88
BC- 926 lb Conc.Load at 1.06
BC- 43 lb Conc.Load at 1.88
Plating Notes
(**)3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 3.00
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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 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 fi /\
GAPEX
TrueHouse PE Noel 0 3o�zlowski PE No. 8544 Derek Br son PE No 71457y PE No.7769311
71613 Ply:1 SEQN:19927/T18/COMN '
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
J11 Wgt:16.1 lbs ... / ... 09/25/17
I- 1'10"8 I 3'
1'10"8 1'1"8
6 %4X4(**) III3X4E*)
'=_=1 T
3X4(A1)A � in
�
spri III IM_AI0 20'11"
►i E D*
1113X4 1113X4( )
3'
A 3' A
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): 0.010 E 999 240 A 615 /213 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.019 E 999 180 D 364 /149 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.009 B - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:21.75 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.170 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.210
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.037 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 25 -34 B-C 8 -21
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Wind Maximum Bot Chord Forces Per Ply(lbs)
Value Set:138(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp.
Topchord2x4SP#2 A-E 35 -19 E-D 21 -8
Bot chord 2x6 SP SS Dense Additional Notes
Webs 2x4 SP#3 The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values 1-3-11' Webs Tens.Comp. Webs Tens. Comp.
approved 1/30/2013 by ALSC
B-E 72 -85 C-D 33 -66
Special Loads
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at 0.00 to 56 plf at 1.88
TC-From 56 plf at 1.88 to 56 plf at 3.00
BC-From 5 plf at 0.00 to 5 plf at 3.00
TC- 33 lb Conc.Load at 1.88
BC- 721 lb Conc.Load at 1.06
BC- 43 lb Conc.Load at 1.88
Plating Notes
(")3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 3.00
BC 34 0.15 3.00
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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.
61'1.1) 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
APEX
TrueHouse PE No 160839 G Kozlowski
0 391owski JFE No 5854gson FE No Murray7457APE No 7769311
71613 Ply:1 SEAN:19924/T60/MONO
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
J12 Wgt:18.2 lbs ... / ... 09/25/17
1113X4(" B
6 12
r`
CV
3X4(A1)A
-I- � �� rr
� ( ICI) 20r11
PM
DI 3X4(*)
r 4' i
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):NA A 499 /165 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 485 /160 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.014 C - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:22.28 ft Code/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: 0.282 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.352
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.054 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 34 -46
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Wind Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Chords Tens.Comp.
Top chord 2x4 SP#2 Right end vertical not exposed to wind pressure. A-C 14 -5
Bot chord 2x6 SP SS Dense
Webs 2x4 SP#3 Additional Notes Maximum Web Forces Per Ply(lbs)
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Webs Tens.Comp.
approved 1/30/2013 by ALSC 2-4-7.
B-C 59 -105
Special Loads
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at 0.00 to 56 plf at 4.00
BC-From 10 plf at 0.00 to 10 plf at 4.00
BC- 721 lb Conc.Load at 2.06
Plating Notes
(••)2 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 4.00
BC 46 0.15 4.00
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
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.
(11.1)
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
APEX
Tru eHo u se Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:20004/T9/JACK
Jo&Brian Adcock Residence Qty: 6 FROM:KS DRW:
J13 Wgt:5.6lbs ... / ... 09/25/17
12
4
C
3X4(**) B " MJr
T ,\ 10'5"13
RPMFA cC �\ 10'1"2
_v_ A ....... ._ T NVD
r
1.6..8
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):NA B 218 /108 /160 /- /28 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 1 /20 /20 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -45 /45 /38 /- /- /1.5
Des Ld: 32.00 EXP:C 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: 0.474 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.063 C Min Brg Width Req= -
MWFRS Parallel Dist 0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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:17.01.01.0630.10
Lumber A-B 28 0 B-C 39 -19
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
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 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
0-8-3.
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.
(TH 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 fit/\
APEX
TrueHouse PE No 0839 lowski Jeffrey
PE No. 854gson pE No Murray7457PE No.77769311
71613 Ply:1 SEQN:20001/T8/JACK
Jo&Brian Adcock Residence Qty:6 FROM:KS DRW:
J14 Wgt:11.2 lbs ... / ... 09/25/17
12 C
4
d, 11'1"13
co
3X4(') B r co
4"3
A T 10'1 2
►� D
3'
1'6"8
3'
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 218 /74 /143 /- /50 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /0 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 52 /30 /22 /- /- /1.5
Des Ld: 32.00 EXP:C 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: 0.303 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.083 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: 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:17.01.01.0630.10
Lumber A-B 28 0 B-C 17 -30
Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#3
Bot chord 2x4 SP#3 Chords Tens.Comp.
Lumber value set"136"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 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
1-4-3.
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.
(TH 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
TrueHouse Michael
Noel G0 Kozlowski Jeffrey
No. 8544�n Derek BPE No. Murray7457Adam K PE No.77769311
APEX
71613 Ply:1 SEQN:19998/T6/JACK •
Jo&Brian Adcock Residence Qty: 6 FROM:KS DRW:
J15 Wgt:16.8 lbs ... / ... 09/25/17
C
4
12 11119"13
1 cli)
M
O co
NI
3X4(**) B N
3 A � 10'1'2
►� D
1'6rr8 �_ 5'
5'
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):NA B 271 /78 /168 /- /73 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 65 /- /25 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 108 /58 /52 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.008 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: 0.429 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.299 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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:17.01.01.0630.10
Lumber A-B 28 0 B-C 34 -53
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
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 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
2-0-3.
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 Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fi*/\
APEX
TrueHouse PE No Michael 0 39PE No 58544PE No.
Kozlowski Arneson Murray1457PE No.Adam
Russell
71613 Ply:1 SEQN:19995/T11/EJAC
Jo&Brian Adcock Residence Qty: 9 FROM:KS DRW:
J16 Wgt:23.8 lbs .. / ... 09/25/17
C
12 A 12'5"13
4
M
Co 00
N �
3X4(**)B
3 A 111111111111111111111.111111@ 10'1"2
7'
1'6"8 11
7'
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 LJdefl L/# Loc R /U /Rw /Rh /RI_ /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 331 /93 /198 /- /97 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 94 /- /38 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 D - - C 160 /85 /79 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.026 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: 0.591 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req= -
MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-B 28 0 B-C 51 -69
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Chords Tens.Comp.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 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
2-8-3.
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.
(11r1.1) 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
APEX
Michael G
ZrueHouse PE No.0 391owski Jeffrey
ENo. 8544son PE No. Murray1457PE No.7769311
71613 Ply:1 SEQN:20019/T22/JACK
Jo&Brian Adcock Residence Qty: 6 FROM:KS DRW:
J17 Wgt:5.6 lbs ... / ... 09/25/17
12
4
C
3X4(**) B „ M ,\ 10'5"13
4"3
A , �\ 101 2
► D \/
F3 H
1 r6"8 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 Ldefi L# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 232 /129 /188 /- /30 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 2 /23 /22 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -64 /64 /52 /- /- /1.5
Des Ld: 32.00 EXP:C - - 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: 0.474 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.069 C Min Brg Width Req= -
Spaong: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 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 17.01.01.0630.10
Lumber A-B 26 0 B-C 57 -25
Value Set:136(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
('*)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 1.00
BC 9 0.25 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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
0-8-3.
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.
(41) 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
APEX
TrueHouse PE No 160839 G Kozlowski
039lowskiJeffrey
No 58544son
FEFE No Murray71457 E No 7 69311
71613 Ply:1 SEQN:20016/T21/JACK
Jo&Brian Adcock Residence Qty: 6 FROM:KS DRW:
J18 Wgt:11.2 lbs / ... 09/25/17
12 C
4
A T I 11'1"13
M
3X4(**) B co
o A 1 10'1"2
► D
H
16n8 3'
I
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 226 /77 /148 /- /50 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 34 /1 /15 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 47 /28 /19 /- /- /1.5
Des Ld: 32.00 EXP:C --- 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: 0.485 D Min Brg Width Req= -
BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.106 C Min Brg Width Req= -
Load Duration:1.25 P 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:
GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 - --
Lumber A-B 28 0 B-C 15 -42
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
(")1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 3.00
BC 33 0.25 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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
1-4-3.
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.
(iirrH) 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 fi /\
TrueHouse PE NoMichael 0 3o�zlowski Jeffrey
No 58544son Derek B
PE No 71457y Adam K
PE No.77769311
APEX
71613 Ply:1 SEQN:20013/T19/JACK
Jo&Brian Adcock Residence Qty: 6 FROM:KS DRW:
J19 Wgt:16.8 lbs ... / ... 09/25/17
12C
4 11'9"13
i
O c0
N
3X4(**)B c�.l
43 A 1 _ ___EFDF__10'1"2
D
F3',
1'6"8 5 H
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 277 /80 /172 /- /73 /5.5
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 64 /- /25 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 D - - C 105 /57 /50 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.006 D - - Wind reactions based on MWFRS
NCBCLL: W.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: 0.403 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.286 C Min Brg Width Req= -
MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi.
Spacing:24.0"
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)
Chords Tens.Comp. Chords Tens. Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber A-B 28 0 B-C 33 -57
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
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 5.00
BC 57 0.25 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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
2-0-3.
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.
(j!f{t)
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
TrueHouse PE No Michae160 83G 9 Jeffrey JrNo No.58544
PEPE No Murray7457Asse
PE No dam K7 69311
APEX
71613 Ply:1 SKIN:20010/172/EJAC
Jo&Brian Adcock Residence Qty:4 FROM:KS DRW:
J20 Wgt:23.8 lbs ... / ... 09/25/17
C
12 12'5"13
4 L/
co
Co co
N
3X4(**)B
V' q 1( 10'1"2
I3'.
1'6"8 7'
7'
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 CI:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 336 /94 /202 /- /97 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 93 /- /37 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 D - - C 158 /85 /77 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.022 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: 0.573 D Min Brg Width Req= -
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.357 C Min Brg Width Req= -
Spacing:24.0" MWFRS Parallel Dist:h/2 to h 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: 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:17.01.01.0630.10
Lumber A-B 28 0 B-C 50 -75
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.
Lumber value set"13B"uses design values B-D 0 0
approved 1/30/2013 by ALSC
Plating Notes
(**)1 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 7.00
BC 75 0.25 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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
2-8-3.
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.
( f{t)
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer fif\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Tru eHo use Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
APEX
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:20046/T41/MONO '
Jo&Brian Adcock Residence Qty: 10 FROM:KS DRW:
J21 Wgt:22.4 lbs ... / ... 09/25/17
III 3X4(** C
4 12 ,
D �
N N
ib
CV
3X4(**) B `"
43 qraill1111111M0 1 0'1"2
►z�
�� D
1113X4(**)
5'8"
1--- 1'6"8
1 5'8" i
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):NA B 291 /73 /178 /- /63 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 164 /33 /90 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.011 D - - 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= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.321 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.216
Spacing:24.0" MWFRS Parallel Dist h to 2h Rep Factors Used:Yes Max Web CSI: 0.116 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 28 0 B-C 22 -64
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#2 B-D 18 -15
Bot chord 2x4 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
C-D 143 -125
Plating Notes
(")3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 5.67
BC 66 0.15 5.67
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.
Additional Notes
The overall height of this truss excluding overhang is
2-2-14.
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.
61) 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 fiV\
APEX
TrueHouse PE Michael
39lowski rNo 5854gson
PE PB No.71457y PE No.7 69311
71613 Ply:1 SEQN:20055/T23/EJAC
Jo&Brian Adcock Residence Qty: 5 FROM:KS DRW:
J22 Wgt:26.6 lbs ... / ... 09/25/17
I 6'2 12 -I 7' "I
6'2"12 9"4-I
D
1113X4C �t 12'5"13
,2 T4 Vdl
M
I H B 7"8 r m m
V N
N 1 th
=3X4(..)B ,
1 A - l 10'1"2
_
��FE
III 3X8(")
3"
F k 5'11"12 1
I--1'6"8 I 6'2"12 19 4 I
6'2"12 7
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 F 999 240 B 285 /75 /174 /- /97 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 F 999 180 F 556 /215 /300 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 F - - E -143 /143 /1 /- /- /1.5
Des Ld: 32.00 EXP:C HORZ(TL): 0.009 F - - D -228 /228 /115 /- /- /1.5
NCBCLL: W.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: 0.307 B Min Brg Width Req= 1.5
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.219 F Min Brg Width Req= 1.5
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.137 E Min Brg Width Req= -
D Min Brg Width Req= -
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber Bearings B&F Fcperp=565psi.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Maximum Top Chord Forces Per Ply(lbs)
Lumber Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) A-B 28 0 C-D 57 -79
Top chord 2x4 SP#2 B-C 48 -85
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs)
Lumber value set"138"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
B-F 5 -4 F-E 0 0
Plating Notes
(**)2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning Webs Tens.Comp.
requirements.
C-F 385 -419
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 -1.50 7.00
BC 75 0.25 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.
Left cantilever is exposed to wind
Additional Notes
Negative reaction(s)of-228#MAX.from a non-wind
load case requires uplift connection.See Maximum
Reactions.
The overall height of this truss excluding overhang is
2-8-3.
NOTES:
IT
611H) 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.
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
TrueHouse PE No.l 60839 PE
PE No. 85effrey P 44son Derek B PE No Murray7457Adam PE No 7769311
APEX
71613 Ply:1 SEQN:20049/T96/MONO
Jo&Brian Adcock Residence Qty: 5 FROM:KS DRW:
J23 Wgt:15.4 lbs ... / ... 09/25/17
4 1- 1113X4(** C
„gill i
co 0
3X4(**) B ,
A / MA� 10'1"2
►
►� D
1113X4(**)
16"8
3'6"8
3'6"8
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):NA B 231 /73 /148 /- /47 /5.5
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 87 /18 /44 /- /- /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C .- HORZ(TL): 0.002 D - - B Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.179 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.074
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.046 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 28 0 B-C 17 -32
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Maximum Bot Chord Forces Per Ply(lbs)
Value Set:13B(Effective 6/1/2013) Chords Tens.Comp.
Top chord 2x4 SP#2 B-D 5 -7
Bot chord 2x4 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
C-D 91 -68
Plating Notes
(")3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 3.54
BC 41 0.15 3.54
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
1-6-6.
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.
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
TrueHouse PE G No 160 391owski PE No. 854gson PE No MurrayDerek B7457Adam K
PE No 7 69311
APEX
71613 Ply:1 SEQN:20067/T100/MONO
Jo&Brian Adcock Residence Qty: 4 FROM:KS DRW:
J24 Wgt:22.4 lbs ... / ... 09/25/17
1113X4(**
12 1 12'0"7
4
3X4(**
B ,
I Asrio 10'1"2
1113X8(**)
5'8"8
1'6"8 i
5'8"8
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 D 999 240 D 458 /199 /376 /832/695 /1.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.065 D 999 180 C - /- /- /832/675 /1.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.011 D - -
NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs)
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.600 Chords Tens.Comp. Chords Tens. Comp.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.714 A-B 29 0 B-C 896 -1068
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.251
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Bot Chord Forces Per Ply(lbs)
GCpi:0.18 Plate Type(s): Chords Tens.Comp.
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber B-D 1095 -807
Value Set:13B(Effective 6/1/2013)
Topchord 2x4 SP#2 Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 C-D 423 -414
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC
Plating Notes
(**)3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 -1.50 5.71
BC 69 0.00 5.71
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.
Additional Notes
The maximum horizontal reaction is 832#
The overall height of this truss excluding overhang is
2-3-0.
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.
(11'1.1) 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 "r*/\
TrueHouse MPE No 0 3o9zlowski Jeffrey
No 5854gson FE No MurrayDerek B457Adam K
PE No 7769311
APEX
71613 Ply:1 SEQN:19935/T63/COMN '
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T01 Wgt:169.4 lbs ... / ... 09/25/17
. I 7' I 12'5"14 I 176"8 I 22'6"10 I 28'1"
7' 5'5"14 5'0"10 5'0"2 5'6"6
w6X8(") =3X4 m5X5(") =4X8 =6X6(")(1)
B C D E F
12
7-___,,
0
io
=4X5("))A
=3X41.- -
2A J r Al 1_020'11"
K J I H G
1113X4 =8X8(") =6X10 =6X8 111H0310(")
71"12 5'0"10 5'4"2 5'4"10 5'114
r 71"12 I 12,2"6 I 17'6"8 I 22'1x'2 I 28'1" 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/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.223 C 999 335 A 2083 /891 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.428 C 783 335 G 2000 /868 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 B - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.096 B - - A Min Brg Width Req= 2.1
NCBCLL:10.00 Mean Height:23.03 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.675 Bearing A Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.938 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 1787-4190 D-E 1926 -4596
Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01.0630.10 B-C 1967-4749 E-F 1207 -2806
Lumber Purlins C-D 1926-4596
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins
Top chord 2x4 SP M-31:T1 2x4 SP#1: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W8 2x4 SP#2: TC 24 0.00 28.08 A-K 3680-1552 I-H 2931 -1265
BC 71 0.15 28.08
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers K-J 3702-1556 H-G 7 -4
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. J-I 4788-1994
Special Loads Wind Maximum Web Forces Per Ply(lbs)
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp.
TC-From 56 plf at 0.00 to 56 plf at 7.00 Right end vertical not exposed to windpressure.
TC-From 28 plf at 7.00 to 28 plf at 20.44 p B-K 518 -98 I-E 2024 -804
TC-From 56 plf at 20.44 to 56 plf at 28.08 Additional Notes B-J 1260 -493 E-H 692 -1501
BC-From 10 plf at 0.00 to 10 plf at 7.01 J-C 329 -471 H-F 3372 -1450
BC-From 5 plf at 7.01 to 5 plf at 20.44 The overall height of this truss excluding overhang is C-I 82 -233 F-G 895 -2008
BC-From 10 plf at 20.44 to 10 plf at 28.08 3-10-7. D-I 312 -500
TC- 229 lb Conc.Load at 7.01
TC- 165 lb Conc.Load at 9.06,11.06,13.06,15.06
17.06,19.06
BC- 380 lb Conc.Load at 7.01
BC- 96 lb Conc.Load at 9.06,11.06,13.06,15.06
17.06,19.06
BC- 507 lb Conc.Load at 20.44
Plating Notes
(I)-plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational
Tolerance,and/or zero Positioning Tolerance.
(")7 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Hangers/Ties
(J)Hanger Support Required,by others
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. �/�
6 )
1H 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer J�- \
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Derek BAPEX
Tru eHo use PE No Michael
60839 G Kozlowski
0 39lowski
Jeffrey
No.58544son
o58544son FE No 71457y PE No 7 69311
71613 Ply:1 SEQN:19958/T57/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
102 Wgt:189.0 lbs ... / ... 09/25/17
3' I 5' I 12'4"8 I 18'9" , 22'7"4 ) 26'1" , 30'1"
3' 2' 7'4"8 6'4"8 3'10"4 3'5"12 4'
Em5X5(")
• =3X4 " I
in 612 _5X7(..)o D7(") ;ft6X6(") G T5 H=H0612( ) T is
S '' .i to
11 =3X4 BB /w,✓ (8) �/ (a) = 1RE4X4(�)) N
q/' •• ( f J 1 20'11.'
P O N M L K
113X4 m4X4 =8X12(") =H1010(") =4X8 1113X4
,T6"8 3'1"12 I I 7 '8" 6'8" , 3'10"12 I 3' I 4'1"12 16""8
3'1"12 11,6"1� 12'4"8 19'0"8 22'11"4 25'11"4 30'1"
4'8"8
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): 0.334 F 999 357 B 1599 /745 /- I- I- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.643 F 556 357 1 1825 /812 I- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.119 E - - B Min Brg Width Req= 1.6
NCBCLL:10.00 Mean Height:23.49 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.894 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.987
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.966 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 40 -25 F-G 2289 -5202
Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01.0630.10 B-C 1205-2645 G-H 2048 -4819
Lumber Tray Scabs) C-D 1503-3303 H-I 1497 -3474
D-E 1039 -2242 I-J 40 -25
Value Set:13B(Effective 6/1/2013) (1)2x4x0-3-11 x SP#3 scab at each end.Attach E-F 1030-2230
Top chord 2x4 SP#2 15 2x6 SP SS Dense: scab to face of chord with:Nails @ 8"oc,plus
Bot chord 2x6 SP SS Dense additional nail clusters at:BRG.:(0),heel:(0),1st
Webs 2x4 SP#3 panel point:(0). Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values Purlins
approved 1/30/2013 by ALSC B-P 2334 -1056 M-L 4885 -2090
In lieu of structural panels or rigid ceiling use purlins P-O 2365 -1069 L-K 3088 -1314
Bracing to laterally brace chords as follows: O-N 3492-1604 K-I 3080 -1318
Chord Spacing(in oc) Start(ft) End(ft)
(a)Continuous lateral restraint equally spaced on TC 24 -1.48 31.56 N-M 5234-2316
member. BC 65 0.15 29.94
Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
Special Loads at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at -1.54 to 56 plf at 3.00 Wind C-P 321 -134 F-M 188 -221
TC-From 56 plf at 3.00 to 56 plf at 5.00 Wind loads and reactions based on MWFRS. C-0 1242 -576 M-G 507 -225
TC-From 56 plf at 5.00 to 56 plf at 12.37 O-D 524 -979 G-L 281 -451
TC-From 56 plf at 12.37 to 56 plf at 18.75 Additional Notes D-N 742-1592 L-H 2026 -859
TC-From 56 plf at 18.75 to 56 plf at 26.08 The overall height of this truss excluding overhangis E-N 1509 -591 K-H 99 0
TC-From 56 plf at 26.08 to 56 plf at 31.62
BC-From 4 plf at -1.54 to 4 plf at 0.00 5-6-11. N-F 1505-3453
BC-From 10 plf at 0.00 to 10 plf at 30.08
BC-From 4 plf at 30.08 to 4 plf at 31.62
TC- 84 lb Conc.Load at 24.02
TC- 162 lb Conc.Load at 26.07
BC- 364 lb Conc.Load at 1.94
BC- 485 lb Conc.Load at 22.81
BC- 52 lb Conc.Load at 24.02
BC- 124 lb Conc.Load at 26.07
Plating Notes
(")11 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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.
(111'FINir
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer ,q*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Tru eHo u se MichaP Noel GO K3oozlowski PE No.58544son
o58544son PE No. MurrayDerek B74Adam
PE No.77769311
APEX
71613 Ply:1 SEQN:19930/T16/COMN '
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW
T03 Wgt:151.2lbs ... / ... 09/25/17
9' 156"11 21'8"1 28'1"
I- 9' I 6'6"11 I 6,1'7 I 6.4.,15 I
=6X8(") .5X5(") 1113X4
B C D -4X5E
12
a ■ C ■
s p ED .N.N.N.N.....6
0
0
3X4(**) A p
T, I I III I 20'11"
I -I G F
5X5(") =3X4 =6X8(") 1113X8(")
9'112 617 6'4"15 6'4"15
1 9'112 I 15'3"3 I 21'8'1 I 28'1'' 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
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): 0.078 C 999 335 A 926 /267 /442 /- /156 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 C 999 335 F 918 /413 /373 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.052 G - - A Min Brg Width Req= -
NCBCLL:MOO Mean Height:23.53 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: 0.839
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.987 Maximum Top Chord Forces Per Ply(Ibs)
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.720 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 690-1554 C-D 523 -1049
GCpi:0.18 Plate Type(s): B-C 714-1415 D-E 523 -1049
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10
Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(Ibs)
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#21-1 2x4 SP#1: manufacturer tested capacities and calculations. A-I 1300 -711 H-G 1417 -717
Bot chord 2x4 SP#2 Conditions may exist that require differentI-H 1304 -710 G-F 0 0
Webs 2x4 SP#3 connections than indicated.Refer to manufacturer
publication for additional information.
Lumber value set"13B"uses design values Maximum Web Forces Per PlyIbs
approved 1/30/2013 by ALSC Bearing at location x0'= uses the following ( )
support conditions: Webs Tens.Comp. Webs Tens. Comp.
PlatingNotes Bearing A (0',20'11")HTU26
B-I 254 0 D-G 279 -408
Supporting Member:(1)2x6 SP#2
(")6 plate(s)require special positioning.Refer to (20)0.148"x3"nails into supporting B-H 300 -117 G-E 1289 -642
scaled plate plot details for special positioning member, H-C 108 -124 E-F 483 -892
requirements. (11)0.148"x1.5"nails into supported C-G 245 -459
member.
Purlins
(J)Hanger Support Required,by others
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 28.08
BC 91 0.13 28.08
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.
Additional Notes
The overall height of this truss excluding overhang is
4-10-7.
NOTES:
"I' 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.
(111}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer /f./\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Derek BAPEX
Tru eHo use PE Noe160 39Kozlowski PE No. 854gson FE No.71457y PE No 7 69311
71613 Ply:1 SEQN:19961/T38/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T04 Wgt:194.6 lbs ... / ... 09/25/17
3' I 5' I 13' I 18'10"11 I 24'4"1 I 30'1" '
3' 2' 8' 5'10"11 5'5'7 5'8"15
:5X7(") =5X5(•') Ill3X4
E F G = H T
I
-\\\- /6
12 _4X8(.*)w D8(•• )
- 7
- .4X5(A1)��
a-, A 0 ' .. OM _ 20'11"
N M 0 L K J I 1
1113X4=4X4 1116X8(**) =-3X4 -6X80) 1113X8(")
L16"8 1 3'x'12 8'3"8 57'3 56'.15 58'15 1
3'1"12 113' 1873 24'4"1 30'1"
4'8"8
•
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 L/defl LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 D 999 359 B 1488 /711 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.255 D 999 359 I 1006 /496 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.068 C - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.65 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.776 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.974
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.709 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 40 -25 E-F 642 -1311
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 1117-2369 F-G 434 -880
Lumber Tray Scab(s) C-D 1379-2912 G-H 434 -880
Value Set:13B(Effective 6/1/2013) (1)2x4x0-3-11 x SP#3 scab at left end.Attach scab D-E 852-1693
Top chord 2x4 SP#2:T3 2x4 SP#1: to face of chord with:Nails @ 8"oc,plus additional
Bot chord 2x4 SP#2:B1 2x6 SP SS Dense: nail dusters at:BRG.:(0),heel:(0),1st panel point: Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 (0). Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values Purlins B-N 2088 -977 L-K 1429 -703
approved 1/30/2013 by ALSC N-M 2122 -992 K-J 1302 -641
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: M-L 3062-1470 J-I 0 0
Bracing Chord Spacing(in oc) Start(ft) End(ft)
(a)Continuous lateral restraint equally spaced on TC 24 -1.48 30.08 Maximum Web Forces Per Ply(lbs)
member. BC 81 0.15 30.08 Webs Tens.Comp. Webs Tens. Comp.
Apply purlins to any chords above or below fillers
Special Loads at 24"OC unless shown otherwise above. C-N 348 -151 K-F 207 -20
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-M 1047 -514 F-J 297 -605
TC-From 56 plf at -1.54 to 56 plf at 3.00 Wind M-D 470 -778 G-J 248 -357
TC-From 56 plf at 3.00 to 56 plf at 5.00 Wind loads and reactions based on MWFRS. D-L 781 -1662 J-H 1226 -604
TC-From 56 plf at 5.00 to 56 plf at 13.00 Right end vertical not exposed to wind pressure. E-L 411 -122 H-I 509 -982
TC-From 56 plf at 13.00 to 56 plf at 18.89 E-K 85 -167
TC-From 56 plf at 18.89 to 56 plf at 30.08 Additional Notes
BC-From 4 plf at -1.54 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 13.00 The overall height of this truss excluding overhang is
BC-From 10 plf at 13.00 to 10 plf at 24.34 5-10-7.
BC-From 10 plf at 24.34 to 10 plf at 30.08
BC- 430 lb Conc.Load at 1.94
Plating Notes
(**)7 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Hangers/Ties
(J)Hanger Support Required,by others ,
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.
6}{) 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
rue o u c
�+ Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
e PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:19986/T30/COMN '
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T05 Wgt:156.8 lbs ... / ... 09/25/17
5' I 7' I 15' I 171" I 23'2"4 I 301"
I5' 2' 8' 2'1 6'1"4 6'10"12
14X5(") 4X5("")
E F
G
-b ..--54X4(**) 14X8("")12 C Dio
6 � (a)
4X4("")B :4X4("")
Ate. - fttttttt8ttttttttIItlIItttttttItltttlII:z:_ :
20'11..
L K J I
=3X4 =5X5(") =3X4 1113X4
F 1'6"8 i 5'3"8I 9'8"8 I 2,1" 63" 6.9"
5'3"8 15' 1T1" I 23.4• 30'1" 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): 0.154 K 999 357 B 1080 /321 /515 /- /188 /3.5
BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.334 K 999 357 H 984 /290 /440 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.095 I - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.15 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.942 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.518 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 40 0 E-F 698 -1128
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 853-1800 F-G 716 -1341
Lumber Hangers/Ties C-D 847-1627 G-H 813 -1768
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-E 703-1365
Top chord 2x4 SP#2
Wind Maximum Bot Chord Forces Per Plylbs
Bot chord 2x4 SP#2 (lbs)
Webs 2x4 SP#3 Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values member design. B-L 1543 -709 J-I 1514 -646
approved 1/30/2013 by ALSC L-K 2066 -991 I-H 1515 -645
Additional Notes K-J 1128 -411
Bracing The overall height of this truss excluding overhang is
(a)Continuous lateral restraint equally spaced on 6-10-7.
Maximum Web Forces Per Ply(lbs)
member. Webs Tens.Comp. Webs Tens. Comp.
Plating Notes C-L 741 -369 F-J 337 -196
('")7 plate(s)require special positioning.Refer to L-D 515 -792 J-G 270 -518
scaled plate plot details for special positioning D-K 615 -985 G-I 184 0
requirements. E-K 367 -109
Tray Scab(s)
(1)2x4x0-3-11 x SP#3 scab at left end.Attach scab
to face of chord with:Nails @ 8"oc,plus additional
nail dusters at:BRG.:(0),heel:(0),1st panel point:
(0).
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 -1.48 30.08
BC 92 0.15 29.96
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
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.
(9111'14) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer lf*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
Tru eHo use PE No.l 60839
lowski
Jeffrey
58544�n
EPE No. Murray1457PE No.7 69311
71613 Ply:1 SEQN:19974/T65/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T06 Wgt:191.1 lbs ... / ... 09/25/17
4'1"12 I 6'5"8 8'5"8 I 16'0"8 I 17'9"8 I 24'2"12 I 30'1" I
4'1"12 2'3"12 2' 77" 19" 6'5"4 5'10"4
_ Fi 5X5(") -
? 0 1113X
a 5X5(")
=4X5("")D E 113x4 T4
n T 2rn
n o
6 tl3X4 C to
r
�3X4(A1)B i-3X4(D1)
1.1
1 ^ Io �2a'11.
..4ANM
NM L K J
•8X8(") =8X8(") 113X4 =8X8("")
I--4' 1 26'1" i
1.1'6"84'3"8 3'10"8 7'8"12 2'0"8 6'3"8 5'10"4
I 4'3"8 I 8'2" I 15'10"12 I 17'11"4I 24'2"12 I 30'1" I
Loading Criteria(psf) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.206 J 999 307 N 1311 /337 /686 /- /198 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.400 J 770 307 I 912 /234 /383 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.082 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.165 H - - N Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.41 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.573 Bearing N Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.317
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.775 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 42 0 E-F 471 -1074
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 513 -627 F-G 567 -1068
Lumber Hangers/lies C-D 487 -585 G-H 581 -1337
Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others D-E 387 -867 H-I 489 -1401
Top chord 2x4 SP#2:T4 2x6 SP SS Dense:
Bot chord 2x6 SP SS Dense LoadingMaximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 Truss passed check for 20 psf additional bottom Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values chord live load in areas with 42"-high x 24"-wide B-N 666 -416 L-K 1174 -333
approved 1/30/2013 by ALSC clearance. N-M 451 -93 K-J 1178 -335
Wind
Bracing M-L 936 -296 J-I 1183 -340
(a)Continuous lateral restraint equally spaced on Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Plylbs
member. member design. (lbs)
Left cantilever is exposed to wind Webs Tens.Comp. Webs Tens. Comp.
Plating Notes C-N 186 -203 L-F 767 -296
("")6 plate(s)require special positioning.Refer to Additional Notes N-D 750-1222 L-G 442 -1048
scaled plate plot details for special positioning The overall height of this truss excluding overhang is D-M 908 -452 G-K 544 -179
requirements. 7-4-11. M-E 485 -783 J-H 156 -123
E-L 222 -136
Tray Scab(s)
(1)2x4x0-3-11 x SP#3 scab at left end.Attach scab
to face of chord with:Nails @ 8"oc,plus additional
nail clusters at:BRG.:(0),heel:(0),1st panel point:
(0).
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 -1.48 29.96
BC 75 0.00 30.08
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 BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
611'1.1) 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
-- APEX
Tru eHo use PE No Michael 0839Kozlowski PE No.58544Arneson
o58544son PE No 71457y APE No.Russet
71613 Ply:1 SEQN:17422/T67/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T07 Wgt:196.7 lbs ... / .. 09/25/17
I 4'1"12 I 7'5"8 I 9'5"8 I 16'0"8 I 17'9"8 I 24'2"12 I 30'1"
4'1"12 3'3"12 2' 6'7" 1'9" 6'5"4 5'10"4
F 1114X5(")
511 Gg 3X4
3o5X5r)
==4X5(•")D E
T 113 T4
:0000••••••</12iwlilli
83X4 Eov =3IX4(D1)
1 o Al 20'11"
e47
N M L K J
.8X8(*") =8X12(") 1113X4 113X4
F-4' 1 271" 1
11'6"8 I 4'3"8I 4'10"8 I 6'10"8 11'10"121 6'3"8 I 5 10 4
4'3"8 9'2" 16'0"8 17'11"4 24'2"12 30'1"
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 /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.205 J 999 307 N 1312 /337 /687 /- /198 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.396 J 777 307 I 914 /234 /384 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.082 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.163 H - - N Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:24.41 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.434 Bearing N Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.317
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.784 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 42 0 E-F 482 -1053
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 508 -627 F-G 579 -1073
Lumber Hangers/Ties C-D 491 -581 G-H 588 -1340
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on D-E 432 -907 H-I 495 -1403
Top chord 2x4 SP#2:T4 2x6 SP SS Dense: manufacturer tested capacities and calculations.
Bot chord 2x6 SP SS Dense Conditions may exist that require different Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 connections than indicated.Refer to manufacturer Chords Tens.Comp. Chords Tens. Comp.
publication for additional information.
Lumber value set"13B"uses design values Bearing at location x=29'10" uses the following B-N 665 -412 L-K 1176 -339
approved 1/30/2013 by ALSON-M 586 -150 K-J 1180 -340
support conditions: M-L 960 -312 J-I 1185 -346
Bearing ' " ' " HTU26
Plating Notes I (2910,2011 )
Supporting Member:(2)2x6 SP SS Dense
(**)5 plate(s)require special positioning.Refer to (20)0.148"x3"nails into supporting Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning member,
Webs Tens.Comp. Webs Tens. Comp.
requirements. (11)0.148"x1.5"nails into supported
member. C-N 200 -228 L-F 801 -345
Purlins N-D 804-1292 L-G 458 -1060
In lieu of structural panels or rigid ceiling use purlins Additional Notes D-M 791 -391 G-K 553 -176
to laterally brace chords as follows: The overall height of this truss excluding overhang is M-E 434 -699 J-H 159 -127
Chord Spacing(in oc) Start(ft) End(ft) 7-4-11. E-L 160 -95
TC 24 -1.48 29.96
BC 75 0.00 30.08
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.
Left cantilever is exposed to wind
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. "V\
TH2.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 Noel 0K3oozlowskiJeffrey
No 58544sonAdam K
PEPE No Murray1457PE No 7769311
71613 'Ply:1 SEAN: 17425/T68/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T08 Wgt:202.3 lbs ... / ... 09/25/17
I 41"12 4'11"12 9'5"6 11'5"816781r9"6I 24'2"12 301
4'1"12 10" 4'5"12 2' 4'7" 1'9" 6'5"4 5'10"4
G 84X5("")
! ..„H%3X4
4X4(•') 35X5("")
E F
a ss
113X4 T4 0
1,...::: T
6 04X5 D 1 0
113X4 C 1:, m
3X4A1)—
I A p^� 20'11"
..4x.d0N M L K
8X8('") ..8x12("") It3X4 113X4
I--4' - 261" 1
1.6"8 1 478 5312 6'5"41'10"12 6'3"8 5'10"4
4'3"8 I 974 I 16'0"8 117'11"4I 24'2"12 I 301"
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): 0.204 K 999 307 O 1312 /321 /689 /- /198 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.395 K 779 307 J 914 /171 /386 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.083 I - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.164 I - - 0 Min Brg Width Req= 1.5
NCBCLL: 10.00 Mean Height:24.41 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.325 Bearing 0 Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.316
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.794 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 42 0 F-G 506 -1010
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 511 -639 G-H 600 -1079
Lumber Wind C-D 479 -609 H-I 602 -1340
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 408 -905 I-J 510 -1403
E-F 418 -762
Top chord 2x4 SP#2:T4 2x6 SP SS Dense:
member design.
Bot chord 2x6 SP SS Dense Left cantilever is exposed to wind
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-O 677 -413 M-L 1176 -352
O-N 461 -293 L-K 1180 -353
Plating Notes N-M 953 -315 K-J 1185 -359
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs)
requirements. Webs Tens.Comp. Webs Tens. Comp.
Purlins C-O 79 -173 F-M 155 -130
In lieu of structural panels or rigid ceiling use purlins O-D 722-1127 M-G 888 -436
to laterally brace chords as follows: D-N 878 -533 M-H 492 -1073
Chord Spacing(in oc) Start(ft) End(ft) E-N 194 -77 H-L 555 -174
TC 24 -1.48 29.96 N-F 332 -551 K-I 159 -127
BC 75 0.00 30.08
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Additional Notes
The overall height of this truss excluding overhang is
7-4-11.
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.
61-1{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer I�
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE No.Michael
08391owski
Jeffrey
No.58544son
o58544son FE No. Murray74PE No.77769311
71613 'Ply:1 SEQN:17430/T62/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T09 Wgt:202.3 lbs ... / ... 09/25/17
H
4'3"811'11' I 13' 11 I 18'1" , 24'2"12 I 30'1"
4'3"8 6'8"8 2' 4'1" 6'1"12 5'10"4
s4X5(") =5X5(")
=4X8(••) Fw4X4 c'
T D 'rr
'1 ;
12
6 � I13X4
e b T5 to
`o ,- 04X4 C o
w =3X4(A1)B _ — .1m3X4(D1)
e —4-
2Oir
M L K J
84^" 4X4 =8X8(**) =8X8(") 193X4
I--4' j 261" 1
E.16"8 i 41"12 , 6'10"4I 1'10"4 I 4'10"11 I 6'5"13 I 5'10"4
4'1"12 11' 12'10"4 17'8"15 24'2"12 301"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs)
TOLL: 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): 0.238 J 999 309 N 1304 /334 /693 /- /173 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.461 J 672 309 I 920 /170 /396 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.101 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.201 H - - N Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.90 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.591 Bearing N Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.350
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.667 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 42 0 E-F 577 -1017
Wind Duration:1.60 WAVE VIEW Ver:17.01.01A.0723.13 B-C 500 -615 F-G 612 -1149
Lumber Wind C-D 468-1013 G-H 604 -1313
D-E 512 -905 H-I 506 -1363
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C
Top chord 2x4 SP#2:T5 2x6 SP SS Dense: member design.
Bot chord 2x6 SP SS Dense Left cantilever is exposed to wind 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-N 650 -402 L-K 918 -275
approved 1/30/2013 by ALSC N-M 560 -375 K-J 1141 -349
Plating Notes M-L 829 -258 J-I 1147 -356
(**)5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
requirements.
N-C 783-1207 L-F 101 -170
Purlins C-M 1084 -673 F-K 532 -215
In lieu of structural panels or rigid ceiling use purlins D-M 227 -219 K-G 159 -12
to laterally brace chords as follows: D-L 292 -166 J-H 181 -162
Chord Spacing(in oc) Start(ft) End(ft) L-E 210 -405
TC 24 -1.48 29.96
BC 75 0.00 30.08
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers I lies
(J)Hanger Support Required,by others
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Additional Notes
The overall height of this truss excluding overhang is
6-4-7.
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.
(111}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc,Florida Corporation. Florida Engineer ifi*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse MichaPE oel GO 3oozlowski Jeffrey
FE No. 854gson FE No 71457y APE No.Russell
693
71613 Ply:1 SEQN:17433/T49/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T10 Wgt:196.0 lbs ... / ... 09/25/17
71
4'1"12 4'9" 9' 11' 1 17'11"4 20'1" 24'2"12 301"
4'1"12 7"4 4'3" I 2' I I 5'11"4 I 2'1"12 I 4'1"12 I 5'10"4 I
>a4X5(") 113X4 CH0510(")
05X5(") G=5X5 T4 H I
I .1612N3 1113X4
113X4 D
o b_ 13X4 C T5 19
lN �� K=4iiiX4(")
s3X4(A7)B W J2011"
1 �' A
=4X110 N M L
=8X8(") max8r) 1113X4
I--4' 1 261" 1
1'6"8 4'5"4 6'5" 6'10"8 6'6" 5'10"4
I— -h 4'S"4 + 10'10"4 + 17'8"12 + 24'2"12 + 30'1"
Loading Criteria(psi) 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): 0.140 L 999 309 0 1304 /358 /692 /- /148 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.287 L 999 309 K 920 /172 /395 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.049 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.114 J - - 0 Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.40 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.347 Bearing 0 Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.232
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.954 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 42 0 F-G 553 -1030
I Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01A.0723.13 B-C 429 -576 G-H 641 -1283
Lumber Wind C-D 396 -559 H-I 644 -1283
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 420 -497 I-J 638 -1390
E-F 503 -953 J-K 590 -1521
Top chord 2x4 SP#2:T4,15 2x6 SP SS Dense:
member design.
Bot chord 2x6 SP SS Dense Left cantilever is exposed to wind 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-O 1171 -702 M-L 1282 -424
O-N 737 -233 L-K 1280 -426
Plating Notes N-M 991 -324
(")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs)
requirements. Webs Tens.Comp. Webs Tens. Comp.
Purlins C-O 65 -141 N-G 163 -191
In lieu of structural panels or rigid ceiling use purlins O-D 198 -277 G-M 532 -226
to laterally brace chords as follows: O-E 796-1253 M-H 130 -35
Chord Spacing(in oc) Start(ft) End(ft) E-N 595 -274 L-J 119 -17
TC 24 -1.48 29.96 N-F 213 -389
BC 75 0.00 30.08
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Loading
Truss passed check for 20 psf additional bottom
chord live load in areas with 42"-high x 24"-wide
clearance.
Additional Notes
The overall height of this truss excluding overhang is
5-4-7.
NOTES:
't- 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. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fi'/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
�+ p �+ Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
APEX
1 U G U J PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:19980/T56/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T11 Wgt:156.8 lbs ... / ... 09/25/17
4'1"127' 9' 12'48 149" 221" 30'1"
4.1••12 I 2'10••4 I 2' I 3'4"8 I 2'4"8 I 7'4" I 8'
F 114X5(")
=5X7(")
�o4X5(') ��SXSP') H
IIIIII
�4X5(..1,���..
12 T 6
f, 1113X40
E..
a
1 "F .3X4(**)El 1=3X4(")
A !o rI 20'11'
_3AM L K J
4X8 =5X7(") 1113X4
I-4' 1 26'1"-- - i
115"8 I 4'3"8 4'6••12I 8'0"8 I 7'0"8 I 8'1"12
4'3"8 8'10"4 14'10"12 21'11"4 30'1"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs)
TOLL: 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): 0.072 G 999 307 M 1253 /354 /685 /- /155 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.151 G 999 307 I 836 /245 /392 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.051 F - - M Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.49 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.613 Bearings M&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.583
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.507 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 40 0 E-F 605 -963
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 519 -621 F-G 883 -1491
Lumber C-D 505 -572 G-H 726 -1261
Value Set:138(Effective 6/1/2013) D-E 478 -804 H-I 686 -1408
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 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-M 657 -419 K-J 1185 -498
approved 1/30/2013 by ALSO M-L 474 -144 J-I 1182 -499
L-K 840 -318
Plating Notes
(")8 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp.
requirements.
C-M 191 -222 F-K 1049 -570
Purlins M-D 844 -1218 G-K 578 -930
In lieu of structural panels or rigid ceiling use purlins D-L 745 -428 K-H 87 -63
to laterally brace chords as follows: L-E 391 -566 J-H 244 0
Chord Spacing(in oc) Start(ft) End(ft) L-F 200 -167
TC 24 -1.48 30.08
BC 75 0.00 29.94
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.
Left cantilever is exposed to wind
Additional Notes
The overall height of this truss excluding overhang is
5-6-11.
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.
(111'14) 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.Michael
60Kozlowski PE No.58544son
o5854gson PE No.71457y PE No 7769311
71613 Ply:1 SEQN:19955/T58/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T12 Wgt:154.0 lbs ... / ... 09/25/17
5' 7' 174"8 169" 24'1" 30'1"
I 5' I 2' I 5'4"8 I 4'4"8 I 7'4" I 6'
E 114X5(•')
=6X6(") I
114X5(");;5X5('•) �Fe5X5(") G
,2 o c T o
T 6p -
uP.
- to
I i71c eq
� >f4X4(«)B a
H=4X4(") 1
1 ?f A•0000". 1 I2011"
M L K J
.3X4 .5X7(••) =5X5('•) 1113X4
1'6"el 53"8 I 7'1" I 4'8" I 6'10"12 I 61 12 11 6"�
5'3"8 12'4"8 17'0"8 23'11"4 30'1"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin 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 /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.192 F 999 357 B 1076 /322 /505 /- /171 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.372 F 959 357 H 1076 /325 /506 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.052 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.102 J - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.49 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.950 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.694 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.01 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): ,A-B 40 0 E-F 882 -1573
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 912-1776 F-G 1269 -2339
Lumber C-D 895-1597 G-H 903 -1788
Value Set:13B(Effective 6/1/2013) D-E 865-1578 H-I 40 0
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp.
Lumber value set"13B"uses design values B-M 1525 -682 K-J 1541 -697
approved 1/30/2013 by ALSC M-L 1990 -937 J-H 1539 -699
L-K 2367 -1114
Plating Notes
(**)9 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs)
scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp.
requirements.
C-M 636 -320 L-F 700 -1235
Purlins M-D 453 -711 F-K 230 -298
In lieu of structural panels or rigid ceiling use purlins D-L 454 -704 K-G 870 -487
to laterally brace chords as follows: E-L 1083 -564 J-G 199 0
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.48 31.56
BC 90 0.15 29.94
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
5-6-11.
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.
(11H 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 PE Noel 08391owski PE No.58544 n PE No.71457y PE No.7769311
71613 Ply:1 SEQN:19918/T59/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T13 Wgt:92.4 lbs ... / ... 09/25/17
6'3'13I 9' I 11'9" 14'5"3 I 20'9"
6'3"13 2'8"3 2'9" 2'8"3 6'3"13
w4X4(") rk4X4(")
C D
r.
,2
6 ....3X4 B• E M3X4
•
0
v
/
3X4(..) A F w3X4(")
J_ „.� IN NO ..r 20'11,.
H G
=3X4 =5X5(")
9' 2'9" 9'
A 9' I 11,9„ I- 20,9" •
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 G 999 246 A 721 /202 /309 /- /113 /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.120 G 999 246 F 721 /202 /309 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.019 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.045 C - - A Min Brg Width Req= -
NCBCLL:10.00 Mean Height:23.53 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: 0.389
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.789 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.120 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 554-1204 D-E 513 -991
GCpi:0.18 Plate Type(s): B-C 514 -991 E-F 554 -1204
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 C-D 468 -836
Lumber Additional Notes
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#2 4-10-7. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 A-H 1017 -414 G-F 1017 -415
Webs 2x4 SP#3 H-G 836 -263
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.
(**)5 plate(s)require special positioning.Refer to B-H 232 -320 D-G 314 -145
scaled plate plot details for special positioning C-H 314 -145 G-E 232 -320
requirements.
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 20.75
BC 120 0.13 20.63
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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:
Ill" 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. fiV\
TH 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 PE Noel GO K3oozlowski
Jeffrey
NNo. 8544son FE No Murray71457PE No.7 69311
71613 Ply:1 SEQN:19921/T55/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T14 Wgt:84.0 lbs ... / ... 09/25/17
7' 137 20'9"
7' 6'9" 7'
5X7(")
B T2
12
6
o_
=3X4RA Dm3X8(**)
ay �� 20'11"
F E
1113X4 =5X7(")
- 7'1"12 6'3"12 778
` 7'1"12 13'5"8 20,9"
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): 0.120 F 999 245 A 1570 /683 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.230 F 999 245 D 1570 /683 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.098 E - - A Min Brg Width Req= 1.9
NCBCLL:10.00 Mean Height:23.03 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.9
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.856 Bearings A&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.215 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 1319-3054 C-D 1319 -3047
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 1140-2703
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:T2 2x4 SP M-31: Additional Notes
Bot chord 2x4 SP#1 A-F 2663-1135 E-D 2657 -1134
Webs 2x4 SP#3 The overall height of this truss excluding overhang is F-E 2686-1137
Lumber value set"13B"uses design values 3-10-7.
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-F 560 -69 E-C 565 -70
TC-From 56 plf at 0.00 to 56 plf at 7.00 B-E 20 -3
TC-From 28 plf at 7.00 to 28 plf at 13.75
TC-From 56 plf at 13.75 to 56 plf at 20.75
BC-From 10 plf at 0.00 to 10 plf at 7.01
BC-From 5 plf at 7.01 to 5 plf at 13.74
BC-From 10 plf at 13.74 to 10 plf at 20.75
TC- 229 lb Conc.Load at 7.01,13.74
TC- 165 lb Conc.Load at 9.06,10.37,11.69
BC- 380 lb Conc.Load at 7.01,13.74
BC- 96 lb Conc.Load at 9.06,10.37,11.69
Plating Notes
(")6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 20.75
BC 68 0.15 20.60
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 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
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ,*/\
Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
APEX
True0 u Ce PE No.60839 PE No 58544 PE No 71457 PE No.77693
71613 Ply:2 SEQN:17413/T4/COMN
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T16 Wgt:290.5 lbs ... / ... 09/25/17
T7" 97" 13'6"8 187 25,1"
I7,7„ I 2' I 3'11„8 I 5'2,8 I 6,4" I
-- E,5X7(")
�•
110X12(-)
C6X6" D
� Ttii
;0,,,,,,,,•••• 1► N4X8
m 0 T4v W4aG 3X4
- _ -,0X,2(5X=3X8(") �� `�=5X5(")
A/�� BL, ?��, 20'11"
:< K J I ...
85X7 =H1010(")(I) 113X8
1'6"8 i 7'10"8 5'8" 5'4"4 4'6"15 1'7 5
I A 7'10"8 I 13'6"8 I- 18'10"12 I 23'5"11 I 25'1" 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 N:NA Ce:NA VERT(LL): 0.229 J 999 295 B 4971 /2044 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.433 J 682 295 H 6826 /2208 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.106 C - - B Min Brg Width Req= 2.6
NCBCLL:0.00 Mean Height:23.78 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.912 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.845 Maximum Top Chord Forces Per Ply(lbs)
C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi:0.18 Plate Type(s): A-B 20 -13 E-F 1677 -4386
Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01A.0723.13 B-C 2095-5170 F-G 2059 -6050
Lumber Special Loads C-D 1908-4745 G-H 2081 -6077
Value Set:13B(Effective 6/1/2013) -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) D-E 1656-4352
Top chord 2x4 SP#2 Ti: 2x4 SP#1: TC-From 56 plf at -1.54 to 56 plf at 7.58
T4 2x4 SP M-30: TC-From 28 plf at 7.58 to 28 plf at 9.58 Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x6 SP SS Dense TC-From 28 plf at 9.58 to 28 plf at 13.54 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3:W4 2x4 SP#2: TC-From 56 plf at 13.54 to 56 plf at 25.08 B-K 4579-1844 J-I 5356 -1822
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' BC-From 4 plf at -1.54 to 4 plf at 0.00
Lumber value set"13B"uses design values BC-From 10 plf at 0.00 to 10 plf at 7.06 K-J 5088-2007 I-H 5401 -1830
9 BC-From 5 plf at 7.06 to 5 plf at 25.08
approved 1/30/2013 by ALSC BC- 831 lb Conc.Load at 7.06 Maximum Web Forces Per Ply(lbs)
BC-2000 lb Conc.Load at 9.13 Webs Tens.Comp. Webs Tens. Comp.
BC- 918 lb Conc.Load at 11.06
Nail Schedule:0.131"x3",min.nails BC-1006 lb Conc.Load at 13.06 C-K 2150 -832 E-J 3744 -1384
Top Chord:1 Row @12.00"o.c. BC- 984 lb Conc.Load at 15.06 K-D 239 -834 J-F 396 -1693
Bot Chord:1 Row @ 3.75"o.c. BC- 912 lb Conc.Load at 16.52 D-J 728-1645 F-I 1484 -286
Webs :1 Row @ 4"o.c. BC- 914 lb Conc.Load at 17.52,19.52
Use equal spacing between rows and stagger nails BC- 920 lb Conc.Load at 21.52,23.52
in each row to avoid splitting.
Wind
Plating Notes Wind loads and reactions based on MWFRS.
(I)-plates so marked were sized using 0%
Fabrication Tolerance, 0 degrees Rotational Bearing Block(s)
Tolerance,and/or zero Positioning Tolerance. Brg blocks:0.131"x3",min.nails
(")8 plate(s)require special positioning.Refer to brg x-loc #blocks length/blk #nails/blk wall plate
scaled plate plot details for special positioning 2 24.792' 1 12" 4 SP Standard
requirements. Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information.
Purlins
In lieu of structural panels or rigid ceiling use purlins Additional Notes
to laterally brace chords as follows: The overall height of this truss excluding overhang is
Chord Spacing(in oc) Start(ft) End(ft) 6-1-11.
TC 24 -1.48 25.08
BC 106 0.15 24.79
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 BCSI 1-03,
should be used in conjunction with the architectural plans during installation.
(141}{ 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer if -'\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Tru eHo use PE Michael
391owski Jeffrey P
PE No. 854gson pE No.71457y Adam K
PE No.7 69311
APEX
71613 Ply:1 SEQN:19947/T33/SPEC
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T17 Wgt:154.0 lbs ... / ... 09/25/17
3'
"I
4'9"12 9'1"8 11'1"8 1'10"8 14'1" 19'2"4 25'1"
4'9"12 4'3"12 I 2' I 11'1" 51"4 5'10"12 I
4X4(••)
=4X4 F G
=4X8(.,),4 H ti -1-
T t,/
12 H k3X4
! 6
b m 4t3X4 C co
ro q iD
I
iD
=3X4('•)81=3X4(")
<�r A WML=5X7(••) =3XTT3>
1'6"8 9'1"8 1'10"4 5'4"12 59" 1'6'8
I' 1 9'1"8 I10'11"12I I 19'4" I 251" 1
711"8
I 13'11"4 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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.076 E 999 297 B 912 /272 /447 /- /179 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.147 E 999 297 I 912 /272 /448 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 K - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.055 K - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.65 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 Bearings B&I Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.973
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.274 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 40 0 F-G 576 -898
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 703-1437 G-H 579 -1066
Lumber C-D 605-1186 H-I 662 -1426
D-E 613-1048 I-J 40 0
Value Set:13B(Effective 6/1/2013) E-F 723-1206
Top chord 2x4 SP#2
Bot chord 2x4 SP#2
Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs)
Lumber value set"136"uses design values Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC B-N 1233 -522 L-K 1213 -492
N-M 1011 -342 K-I 1214 -491
Plating Notes M-L 895 -296
(••)6 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs)
requirements. Webs Tens.Comp. Webs Tens. Comp.
Purlins C-N 205 -263 F-L 139 -111
In lieu of structural panels or rigid ceiling use purlins D-N 314 -37 L-G 248 -112
to laterally brace chords as follows: D-M 147 -114 L-H 222 -381
Chord Spacing(in oc) Start(ft) End(ft) M-E 366 -580 H-K 161 0
TC 24 -1.48 26.56 M-F 501 -342
BC 120 0.15 24.94
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
5-10-7.
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.
(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 fit/\
�+ Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
APEX
rue U J e PE No 60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:19944/T46/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T18 Wgt:106.4 lbs ... / 09/25/17
9' 151" 251"
I 9' I- 7,1„ I- 9, I
:=6X8") 6X66(")
fro
12
6
n
0
m
c io
I =3X4(")B E_3X4(") v>
A ri{ . F 20'11"
H G
=5X5(") =3X4
1'6'8 9'1"12 6'7"12 9'3"8 1'6"8
I A 9'1" 12 I 15'9"8 I- 251" 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 L/defl LH# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 H 999 297 B 912 /276 /451 /- /154 /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.089 H 999 297 E 912 /276 /451 /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.046 G - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:23.15 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: 0.995 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.985
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.270 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 40 0 D-E 599 -1302
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 599-1303 E-F 40 0
Lumber C-D 624-1078
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
B-H 1073 -366 G-E 1072 -392
Lumber value set"13B"uses design values H-G 1076 -365
approved 1/30/2013 by ALSC
Plating Notes Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning C-H 239 0 G-D 242 -19
requirements. C-G 219 -213
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 -1.48 26.56
BC 116 0.15 24.94
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
4-10-7.
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. fiV\
TH 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 PE No 160839 G Kozlowski
039lowski
Jeffrey
No.58544son
o5854gson PE No.71457y PE No.7 69311
71613 Ply:1 SEON:17416/T92/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T19 Wgt:126.0 lbs ... / ... 09/25/17
7' 12'6"8 18'1" 251"
I7' I 56"8 I 5'6"8 I 7' I
=4X10(") III 3X4 =4X10(")
D E T2 F
12
6 p
0
ra t3X4C k3X4 FFo
6X8(")B G - J H=6X8(") v
3X4(") ` 3X4(")
A oi' '1.„.. I 020'11'
L K J r
13X4 m H0510(") 1113X4
1'6"8 7'1"12 5412 54"12 7'1"12 1'6"8
I A 71"12 I- 12,6"8 I- 17'11"4 I 251" 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 Udell U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.204 E 999 294 M 2014 /878 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.390 E 753 294 H 2004 /870 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.064 J - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.122 J - - M Min Brg Width Req= 2.4
NCBCLL:10.00 Mean Height:22.65 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.4
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.812 Bearings M&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.957
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.379 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 40 -25 E-F 1660 -4041
Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.01A.0723.13 B-C 1575 -3699 F-G 1522 -3622
Lumber Purlins C-D 1537 -3644 G-H 1559 -3677
•Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-E 1660-4041 H-I 40 25
Top chord 2x4 SP#2:T2 2x4 SP#1: to laterally brace chords as follows:
Bot chord 2x4 SP#1 Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs)
Webs 2x4 SP#3 TC 24 -1.48 26.56 Chords Tens.Comp. Chords Tens. Comp.
:Lt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' BC 61 0.29 24.79
:Rt Slider 2x4 SP#3:BLOCK LENGTH= 2.000' Apply purlins to any chords above or below fillers B-L 3205-1342 K-J 3205 -1331
at 24"OC unless shown otherwise above. L-K 3225-1346 J-H 3185 -1328
Lumber value set"13B"uses design values
approved 1/30/2013 by ALSC Wind Maximum Web Forces Per Ply(lbs)
Special Loads Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Additional Notes D-L 500 -89 K-F 994 -390
TC-From 56 plf at -1.54 to 56 plf at 7.00 The overall height of this truss excluding overhang is D-K 970 -373 J-F 492 -79
TC-From 28 plf at 7.00 to 28 plf at 18.08 3-10-7. E-K 451 -733
TC-From 56 plf at 18.08 to 56 plf at 26.63
BC-From 4 plf at -1.54 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 18.07
BC-From 10 plf at 18.07 to 10 plf at 25.08
BC-From 4 plf at 25.08 to 4 plf at 26.63
TC- 238 lb Conc.Load at 7.01
TC- 170 lb Conc.Load at 9.06,11.06,12.54
TC- 165 lb Conc.Load at 14.02,16.02
TC- 229 lb Conc.Load at 18.07
BC- 387 lb Conc.Load at 7.01
BC- 98 lb Conc.Load at 9.06,11.06,12.54
BC- 96 lb Conc.Load at 14.02,16.02
BC- 380 lb Conc.Load at 18.07
Plating Notes
(")7 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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.
(TrH) 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 ,*/\
Tru eHo use PE NoMichael G0 3o�zlowski pE No.58544 n Derek B
PE No 71457y Adam K
PE No.77769311
APEX
•
71613 Ply:1 SEQN:19915/T47/COMN *
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T20 Wgt:46.2 lbs ... / ... 09/25/17
I' 2' 6'5" 12'5
12
6 =4x4(**) =4X88**)
v =4X4(**)A D=4X4(**)
1 _ _ 20'11"
3X4 III 3X4
2'3"8 5'11"12 2'1"12
r 2'3"8 I 8'3"4 I 10'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 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): 0.038 F 999 240 A 822 /263 /- /- /- /3.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.072 F 999 180 D 995 /280 /- /- /- /3.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.029 E - - A Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:21.78 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: 0.587 Bearings A&D Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.265 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 564-1767 C-D 574 -1940
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 530-1713
Lumber Wind
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#1 Additional Notes A-F 1548 -507 E-D 1707 -518
Webs 2x4 SP#3 The overall height of this truss excluding overhang is F-E 1801 -530
Lumber value set"13B"uses design values 1-4-7.
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-F 627 -87 E-C 695 -86
TC-From 56 plf at 0.00 to 56 plf at 2.00 F-C 10 -90
TC-From 28 plf at 2.00 to 28 plf at 8.42
TC-From 56 plf at 8.42 to 56 plf at 10.42
BC-From 5 plf at 0.00 to 5 plf at 10.42
TC- 46 lb Conc.Load at 2.01,8.41
TC- 19 lb Conc.Load at 4.06,5.21,6.35
BC- 209 lb Conc.Load at 1.98
BC- 224 lb Conc.Load at 3.90,5.90,7.90,9.38
BC- 21 lb Conc.Load at 4.06,5.21,6.35
BC- 48 lb Conc.Load at 8.41
Plating Notes
(**)4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 10.42
BC 99 0.15 10.27
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
NOTES:
Ir- 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.
(.11'}{) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ii*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
Jeffrey P
APEX
TrueHouse PE No.Michael
60839 G Kozlowski
0391owski PB No.58544 Ameson
PE No.71457y APE No.Russell
71613 Ply:1 SEQN:19894/T79/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T21 Wgt:49.0lbs ... / .. 09//25/17
5' I 7'7" _I
5' 2'7"
12
6 V -1-
1114x4(-•)
_ A 1113X4 R ;5X5(")B
tOrN.
o_
i•-) n v
i
o_
N
_ li�il�l� 2011"
F E 1114X5(R)D
1113X4(") =3X4
4'8"8 2'10"8
1 4'8"8 I 77„ 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/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 E 999 240 F 297 /148 /- /- /- /-
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 E 999 180 D 831 /386 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.007 C - - F Min Brg Width Req= -
NCBCLL:10.00 Mean Height:24.28 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.338
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.542 Maximum Top Chord Forces Per Ply(lbs)
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.127 Chords Tens.Comp. Chords Tens. Comp.
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 142 -302 B-C 77 -83
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Maximum Bot Chord Forces Per Ply(lbs)
Lumber Wind Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. F-E 8 -5 E-D 304 -150
Top chord 2x4 SP#2 End verticals not exposed to wind pressure.
Bot chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs)
Webs 2x4 SP#3 Additional Notes Webs Tens.Comp. Webs Tens. Comp.
Lumber value set"13B"uses design values The overall height of this truss excluding overhang is
approved 1/30/2013 by ALSC 3-10-7. A-F 162 -284 B-D 194 -399
A-E 335 -156 C-D 152 -230
Special Loads E-B 75 -20
---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 56 plf at 0.00 to 56 plf at 5.00
TC-From 56 plf at 5.00 to 56 plf at 7.58
BC-From 10 plf at 0.00 to 10 plf at 7.58
TC- 231 lb Conc.Load at 7.01
BC- 399 lb Conc.Load at 7.01
Plating Notes
(")3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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 7.33
BC 91 0.00 7.58
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
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.
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 fi*/\
Tru eHo u se Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
APEX
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEAN:20031/T32/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T22 Wgt:61.6 lbs ... / ... 09/25/17
7' 13'8"
7' I 6'8"
6X8(**) 1114X5(**)
C T2 D
12 T
4
(a)
co
E .99
N
3X4(**)B -
±12 q i -J 1 O 10'1"2
T. F E
1113X4 1115X7(**)
H 1'6"8 1 T1"12 I 6'6"4
7'1"12 13'8"
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): 0.076 F 999 240 B 927 /306 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.144 F 999 180 E 1187 /372 /- /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.045 E - - 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: 0.830 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.968
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.517 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 28 -13 C-D 20 -59
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 578-1909
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2:T2 2x4 SP M-30: Chord S acin m oc) n
Bot chord 2x4 SP#2 p g( Edft( ) B-F 1751 -519 F-E 1786 -521
Webs 2x4 SP#3 TC 24 1.50 13.67
BC 92 0.15 13.67
Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Bracing Wind C-F 578 -31 D-E 208 -398
(a)Continuous lateral restraint equally spaced on Wind loads and reactions based on MWFRS. C-E 532-1835
member. Right end vertical not exposed to wind pressure.
Special Loads
Additional Notes
-----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is
TC-From 55 plf at -1.54 to 55 plf at 7.00 2-8-3.
TC-From 27 plf at 7.00 to 27 plf at 13.67
BC-From 4 plf at -1.54 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 13.67
TC- 216 lb Conc.Load at 7.01
TC- 160 lb Conc.Load at 9.06,11.06,13.06
BC- 376 lb Conc.Load at 7.01
BC- 94 lb Conc.Load at 9.06,11.06,13.06
Plating Notes
(**)4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Tray Scab(s)
(1)2x4x0-3-11 x SP#3 scab at right end.Attach
scab to face of chord with:Nails @ 8"oc,plus
additional nail clusters at:BRG.:(0),heel:(0),1st
panel point:(0).
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.
(1111'H) 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.Michael
60839 G Kozlowski
0 391owski PE No. 854gson PE No. Murray14PE No 7 69311
71613 Ply:1 SEAN:20028/T44/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T23 Wgt:58.8 lbs ... / ... 09/25/17
9' + 13'8"
9' 4'8"
1113X4(")
C=4X8 T2 D
—F
12
4 V
M
R 99
fM D1
M
=3X4('*)B
i"3 A —1 I O 10'1"2
F �E
III 3X4 1114X5(R)
9'1"12 4'6"4
1'6"8 91"12 + 13'8"
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): 0.057 F 999 240 B 541 /162 /304 /- /120 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.108 F 999 180 E 432 /150 /198 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C - HORZ(TL): 0.046 F - - 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: 0.836 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.641
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.304 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 28 0 C-D 5 -7
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 206 -575
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#1 :T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-F 471 -245 F-E 477 -245
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.
Plating Notes C-F 262 0 D-E 104 -132
(**)2 plate(s)require special positioning.Refer to C-E 287 -564
scaled plate plot details for special positioning
requirements.
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 -1.50 13.67
BC 120 0.15 13.67
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.
Additional Notes
The overall height of this truss excluding overhang is
3-4-3.
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.
(11H) 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
TrueHouse PE No.08381owski Jeffrey
PE No.58544son
o5854gson PE No Derek B71457y usse
PE No 7Adam K 7769311
APEX
71613 Ply:1 SEON:20025/T42/HIPM
Jo&Brian Adcock Residence Oty: 1 FROM:KS DRW:
T24 Wgt:68.6 lbs ... / ... 09/25/17
5'10"8 11' 13'8"
F1 I 5'1"8 I 2'8"
1113X4(**)
1)---.4X4E
is l T
12 J
4
1113X4 C
M
o co
; to
V
3X4(**)B
aha A i 111 _L 010'1"2
G [IF i
=3X4 1114X5(R)
f`1'6"8 1
674 4 I 7712
J
674 13'8"
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/defl LHt 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 541 /156 /308 /- /144 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.063 C 999 180 F 432 /156 /215 I- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.012 F - - 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: 0.362 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.701
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.249 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 28 0 C-D 354 -855
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 292 -873 D-E 0 -9
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 B-G 790 -389 G-F 236 -148
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.
Plating Notes C-G 214 -315 D-F 255 -397
(**)2 plate(s)require special positioning.Refer to G-D 654 -275 E-F 61 -75
scaled plate plot details for special positioning
requirements.
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 -1.50 13.67
BC 120 0.15 13.67
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.
Additional Notes
The overall height of this truss excluding overhang is
4-0-3.
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. �/�
(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
Derek BAPEX
TrueHouse PE No.Michael
Noel GO Kozlowski
Jeffrey
No.58544son
o58544son PE No. Murray7457PE No 77769311
71613 Ply:1 SEQN:20034/T74/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T25 Wgt:61.6 lbs ... / ... 09/25/17
7' 13'8"
•
F7' I- 6'8" H
6X8(**) 1114X5(**)
C T2 D
12 = T T
4 V
(a) c,
Co co
N
ih
3X4(**)B
42 A ______4
O10'1"2
F E
1113X4 1115X7(**)
Pr 13'5" -j
H 1,6,8_ I 7,1,12 I 6,6„4 H
7'1"12 13'8"
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/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.074 F 999 240 B 921 /305 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.140 F 999 180 E 1159 /364 /- /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.043 E - - 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= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.820 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.499 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 28 -13 C-D 20 -59
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 562 -1847
Lumber Purlins
Value Set:138(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) g_F 1690 -503 F-E 1723 505
Webs 2x4 SP#3 TC 24 -1.50 13.67
BC 94 0.25 13.67
Lumber value set"136"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs)
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp.
Bracing Hangers/Ties C-F 546 -25 D-E 207 -393
(a)Continuous lateral restraint equally spaced on (J)Hanger Support Required,by others C-E 515-1768
member.
Wind
Special Loads Wind loads and reactions based on MWFRS.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
TC-From 55 plf at -1.54 to 55 plf at 7.00 Right end vertical not exposed to wind pressure.
TC-From 27 plf at 7.00 to 27 plf at 13.67 Left cantilever is exposed to wind
BC-From 4 plf at -1.54 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.01 Additional Notes
BC-From 5 plf at 7.01 to 5 plf at 13.67 The overall height of this truss excluding overhang is
TC- 214 lb Conc.Load at 7.01 2-8-3
TC- 158 lb Conc.Load at 9.06,11.06,13.06
BC- 357 lb Conc.Load at 7.01
BC- 93 lb Conc.Load at 9.06,11.06,13.06
Plating Notes
(")4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Tray Scab(s)
(1)2x4x0-3-11 x SP#3 scab at right end.Attach
scab to face of chord with:Nails @ 8"oc,plus
additional nail clusters at:BRG.:(0),heel:(0),1st
panel point:(0).
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.
(1111r1i) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Flonda Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
��7�_+� G APEX
.L 1 ueHouse PE Noel 0 3o�zlowski Jeffrey
5854gson
PEFE No.71457y RussellAdam K
PE No.77693
71613 Ply:1 SEAN:20037/T81/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T26 Wgt:58.8 lbs ... / ... 09/25/17
I 9' I 13'8"
9' 4'8"
T2 1113X4(**)
C=4X8 D
12
4 T
V
V W
M
M
3X4(,.)B
L12 A L7 O 10'1"2
F E _
1113X4 1114X5(R)
i13'5" 1
I--1'6"8- I 91 12 I 4 6 4I
9'1"12 13'8"
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 LJdefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.042 F 999 240 B 546 /163 /307 /- /120 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 F 999 180 E 428 /149 /196 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.039 F - - 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= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.810 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.659
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.298 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 28 0 C-D 5 -7
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 210 -565
Lumber Additional Notes
Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs)
3-4-3. Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#1:T2 2x4 SP#2:
Bot chord 2x4 SP#2 B-F 461 -248 F-E 467 -248
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.
Plating Notes C-F 258 0 D-E 120 -132
(")2 plate(s)require special positioning.Refer to C-E 290 -552
scaled plate plot details for special positioning
requirements.
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 -1.50 13.67
BC 120 0.25 13.67
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 based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
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.
(111'FI) 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
G Jeffrey P APEX
Tru eHo use PE No.Michael
60839 Kozlowski P6 No. 544son PE No.71457y PE No.o7 693
71613 Ply:1 SEAN:20040/T82/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T27 Wgt:68.6 lbs ... / ... 09/25/17
5'10"8I 11' I 13'8"
5'10"8 5'1"8 2'8"
1113X4(")
D=4X4 E
12 7
12I T
4 V
1113X4 C
o .
✓ in
. i v
3X4(")B
2 A .. . y. 010x1"2
G III4X5(R)F
=3X4
ri 13'5' i
I—1 6"8
6'0"4 1 7712
6'0"4 13'8"
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 Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 C 999 240 B 546 /157 /311 /- /144 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 C 999 180 F 428 /154 /213 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.012 F - - 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: 0.366 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.661
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.240 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 28 0 C-D 344 -831
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 283 -851 D-E 0 -9
Lumber Additional Notes
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#2 4-0-3. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 B-G 768 -379 G-F 232 -146
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. Camp.
Plating Notes C-G 211 -308 D-F 252 -391
(")2 plate(s)require special positioning.Refer to G-D 631 -265 E-F 61 -75
scaled plate plot details for special positioning
requirements.
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 -1.50 13.67
BC 120 0.25 13.67
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/lies
(J)Hanger Support Required,by others
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
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.
(Trif) 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 fiW\
'11181111111," . APEX
Tru eHo use PE Nol 08391owski
Jeffrey
No.58544son
o58544son PE No. Murray7457PE No.7 69311
71613 Ply:1 SEQN:20043/T83/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T28 Wgt:63.0 lbs ... / ... 09/25/17
7'4"4 I 13,8„
7'4"4 6'3"12
D
1113X4(") _
12
000000000000000000000001 .
4 p
3X4 C
m r
bo m
o
7.,3X4(")B
4.3 ' il
.1111.1111111/ 1.0.1N 0 10'1"2
F E
-
1113X4 1114X5(R)
PA 13'5" 1
16 8 72"8 6,5,8
I- 7'2"8 I 138"
Loading Criteria(psf) 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
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.026 F 999 240 B 546 /149 /311 /- /168 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.049 F 999 180 E 430 /144 /224 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C . HORZ(TL): 0.016 E - - 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= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.603 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.675
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.633 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 28 0 C-D 35 -72
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 200 -773
Lumber Hangers/Ties
Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2 manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP#2 Conditions may exist that require different B-F 685 -317 F-E 681 318
Webs 2x4 SP#3 connections than indicated.Refer to manufacturer
Lumber value set"13B"uses desi n values publication for additional information.
approved 1/30/2013 by ALSC g Bearing at location x=13'5" uses the following Maximum Web Forces Per Ply(lbs)
support conditions: Webs Tens.Comp. Webs Tens. Comp.
Plating Notes Bearing E (13'5",10'1"2)HTU26 F-C 233 0 D-E 100 -139
(**)2 plate(s)require special positioning.Refer to Supporting Member:(2)2x6 SS Dense
(20)0.148"x3"nails inntotosupporting C-E 337 -725
scaled plate plot details for special positioning member,
requirements. (11)0.148"x1.5"nails into supported
member.
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 -1.50 13.46
BC 120 0.25 13.67
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
4-8-3.
NOTES:
Nr- 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.
(lirli 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fit/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
Tru eHo use E No.1608391owski Jeffrey
5854gson
EPE No. Murray747PE No 7769311
71613 Ply:1 SEON:20061/T93/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T29 Wgt:79.8 lbs ... / ... 09/25/17
9' 11'5" 20'5"
F9' ' 2,5" 1 9' 'd
=6X8(") =5X7(")
C D
T 412
„„.,,\..,
v
eq
0 ro
io m
1 =3X4("`)6 Es3X4(")
aA _� u . � _010'1"2
G F
I113X4 m5X5(")
I—1'6"8 1 9'1"12 I 1'11"12 I 9'3"8
9'1"12 11'1"8 20'5" •
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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 G 999 241 B 753 /241 /371 /- /81 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.102 G 999 241 E 657 /207 /301 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.040 F - - 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: 0.968 Bearings B&E 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/2 to h Rep Factors Used:Yes Max Web CSI:0.097 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 28 0 C-D 566 -1165
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 552-1284 D-E 551 -1288
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2:T3 2x4 SP#1:
Bot chord 2x4 SP#2 B-G 1152 -451 F-E 1158 -441
Webs 2x4 SP#3 G-F 1156 -450
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.
(")5 plate(s)require special positioning.Refer to C-G 171 0 F-D 226 -92
scaled plate plot details for special positioning C-F 255 -232
requirements.
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 -1.50 20.42
BC 112 0.15 20.27
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
3-4-3.
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.
(PgH 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 G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
APEX
rue Q U J e PE No 60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:20064/T5/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T30 Wgt:84.0 lbs / ... 09/25/17
7'II 13'5" I 20'5"
7' 6'5" 7'
6X8(•') ==-5X7(")
12C T2 D
T4 (: =•• Vol T
M
N w4X4(C3) 4X4(C3) "
3X8(C3)B _ Ew3X8(C3)
1 q 1_010'1"2
G F B2
III3X4 m6X8(")
I-16"8 6'2'12 5'11"12 6'4"8
1r' I 7'x'12 I 13,1„8 I 19.6", 111 A
111 I 2120'5"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr 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 L./clef' L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.223 G 999 241 B 1624 /523 /- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.424 G 569 241 E 1528 /479 /- /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.125 F - - B Min Brg Width Req= 1.9
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.8
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.984 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.210 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 28 -13 C-D 1201 -3895
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 1278 -4077 D-E 1287 -4086
Lumber Purlins
Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins Maximum Bot Chord Forces Per Ply(lbs)
Top chord 2x4 SP#2:T2 2x4 SP M-31: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 SP M-30:B2 2x4 SP#1: Chord Spacing(in oc) Start(ft) End(ft)
B-G 3816-1189 F-E 3828 -1199
Webs 2x4 SP#3 TC 24 -1.50 20.42
BC 66 0.15 20.27 G-F 3849-1190
Lumber value set"138"uses design values Apply purlins to any chords above or below fillers
approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(lbs)
Special Loads Webs Tens.Comp. Webs Tens. Comp.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 539 -17 F-D 551 -21
TC-From 55 plf at -1.54 to 55 plf at 7.00 C-F 49 -12
TC-From 27 plf at 7.00 to 27 plf at 13.42
TC-From 55 plf at 13.42 to 55 plf at 20.42
BC-From 4 plf at -1.54 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 13.41
BC-From 10 plf at 13.41 to 10 plf at 20.42
TC- 216 lb Conc.Load at 7.01,13.41
TC- 160 lb Conc.Load at 9.06,10.21,11.35
BC- 376 lb Conc.Load at 7.01,13.41
BC- 94 lb Conc.Load at 9.06,10.21,11.35
Plating Notes
(")3 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Wind
Wind loads and reactions based on MWFRS.
Additional Notes
The overall height of this truss excluding overhang is
2-8-3.
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.
(1Fit)
2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer if*/\
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200
APEX
TrueHouse PE No.Michael
60839 G Kozlowski
0 39lowski
Jeffrey
No.58544son
o58544son PE No. Murray7457PE No.Russell
69311
71613 Ply:1 SEAN:20052/T14/MONO
Jo&Bnan Adcock Residence Qty: 4 FROM:KS DRW:
T31 Wgt:60.2lbs ... / ... 09/25/17
6'9"8I 126 8
6'9"8 5'9"
IlI3X4(**)D _ _
i
I
12
4 p
3X4 C
So 0
v
"v
3X4(")B ,gigIfih.„...
2 A N-__ _111...41 101'2
F 1114X5(R)E
III 3X4
6712 5'10"12
H 1,6„6 A 6,7..12 -I 12,6.,6 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria 1 A Maximum Reactions(lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 F 999 240 B 505 /85 /289 /- /115 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.043 F 999 180 E 395 /78 /222 /- /- /-
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.014 E - - B Min Brg Width Req= 1.5
NCBCLL: W.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= -
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.525 Bearing B Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.398
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.494 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 28 0 C-D 39 -62
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 177 -714
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#2 B-F 634 -294 F-E 631 -296
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.
Plating Notes F-C 216 0 D-E 117 -122
(**)2 plate(s)require special positioning.Refer to C-E 318 -679
scaled plate plot details for special positioning
requirements.
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 -1.50 12.54
BC 120 0.15 12.54
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
Hangers/Ties
(J)Hanger Support Required,by others
Wind
Wind loads based on MWFRS with additional C&C
member design.
Right end vertical not exposed to wind pressure.
Additional Notes
The overall height of this truss excluding overhang is
4-6-6.
NOTES:
.4' 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.
(9111'11) 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
fi*/\
TrueHouse PE No Michae1 0838lowski effrey P Arne
pE No 5854gson PE No MurrayDerek B7457Adam K
PE No 77769311
APEX
71613 Ply:1 SEQN:20094/T7/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T32 Wgt:117.6 lbs ... / ... 09/25/17
6'1"13 11'7" I 17' I 21'2"
6'1"13 5'5"3 5'5" 42"
1113X4(")
E=4X8 F
- -
12 03X4 D 1 \
4 p i
lir M
o °D
r;5X5(*')C O m
T1
3X8(A1)B 1'
a3 A i Ill Y -
� 10'1"2
5X5(") -3X4 1113X8(")
I-1'6"6 8'10"8 8'1"8 42"
1 8,10„8 I 17' I 21,2" 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):-0.141 C 999 252 B 782 /1221 /1141/- /151 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.150 C 999 252 G 677 /360 /431 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.045 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):-0.048 F - - 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: 0.766 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.961
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.613 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 28 0 D-E 1519 -1541
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 3306-3309 E-F 670 -670
Lumber Loading C-D 2400-2432
Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of
Top chord 2x4 SP#2:T1 2x4 SP#1: 3400#( 160.89 plf)along top chord,from either Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 connections are to be designed by Engineer of Record. B-I 3180-3343 H-G 402 -223
Drag Loads:Force(#) (PLF) Mbr Start End
Lumber value set"13B"uses design values Case 1: 3400 160.89 TC 0.00 21.17 I-H 938 -437
approved 1/30/2013 by ALSC 3400 412.12 BC 0.75 9.00
Case 2: 3400 160.89 TC 0.00 21.17 Maximum Web Forces Per Ply(lbs)
Plating Notes 3400 412.12 BC 0.75 9.00
(.14 plate(s)require special positioning.Refer to Case 3: 3400 160.89 TC 0.00 21.17 Webs Tens.Comp. Webs Tens. Comp.
scaled plate plot details for special positioning 3400 412.12 BC 0.75 9.00 C-I 186 -355 E-H 452 -139
requirements. Case 4: 3400 160.89 TC 0.00 21.17 I-D 402 -105 E-G 379 -682
3400 412.12 BC 0.75 9.00 D-H 309 -659 F-G 81 -114
Purlins Drag loads applied to wind load cases parallel to
In lieu of structural panels or rigid ceiling use purlins truss.
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -1.50 21.17
BC 34 0.15 21.17
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.
Additional Notes
Negative reaction(s)of-1221#MAX.Requires uplift
connection.See Maximum Reactions.
The overall height of this truss excluding overhang is
6-0-3.
NOTES:
f' 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.
( }.j)
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 "*/\
Tru eHo use P No 1608391owski PE No.58544son
o58544son Derek B
FE No.71457y Adam K
PE No 7 69311
APEX
71613 Ply:1 SEQN:20070/T27/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T33 Wgt:106.4 lbs ... / ... 09/25/17
8'0"1 15' 21'2"
8'0"1 I 6'11"15 I 6'2"
1113X4(")
D=4X8 E
12
4
;5X5(")C
in m
in
3X4(")B
4' A 0 . . 10'1"2
H G riF
5X5(") =3X4 1114X5(R)
I—1'6"8 7'10"8 7'1"8 6'2"
• 7,10"8 15' 21'2"
Loading Criteria(psf) 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 L/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.074 H 999 252 B 782 /120 /432 /- /133 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.141 H 999 252 F 677 /177 /321 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.044 F - - 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: 0.646 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.763
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.917 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 28 0 C-D 247 -697
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 488-1470 D-E 0 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#2 B-H 1342 -603 G-F 591 -272
Webs 2x4 SP#3 H-G 1339 -604
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.
(")4 plate(s)require special positioning.Refer to H-C 227 0 D-F 351 -764
scaled plate plot details for special positioning C-G 357 -802 E-F 116 -168
requirements. D-G 410 -84
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)
IC 24 -1.50 21.17
BC 120 0.15 21.17
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.
Additional Notes
The overall height of this truss excluding overhang is
5-4-3.
NOTES:
r 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.
(IT'FI) 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Floods Engineer
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fit/\
APEX
�+ Michael G Kozlowski Jeffrey P Arneson Derek B Murray Adam K Russell
Truellu J e PE No 60839 PE No 58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:20073/T29/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T34 Wgt:109.2lbs ... / ... 09/25/17
7'0"4I 13' I 21'2"
7'0"4 5'11"12 8'2"
5X7(")
D T2 =4X4 E
T --r-
•
12
4
uf 3X4C
in
i Eo m
a
in
3X4(..)B
12 A ----- Ali LJ I El _ 010'1"2
H G rIF
1113X4 ---5X7(**) 1114X5(")
H 1'6"8 1 6'10"8 6'3"4 8'0"4
6'10"8 13,1"12 I 21,2„
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/defl L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.074 C 999 252 B 782 /144 /426 /- /118 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.142 C 999 252 F 677 /188 /306 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.033 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= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.806 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.813
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.677 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 28 0 C-D 368 -926
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 529-1496 D-E 388 -830
Lumber
Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#2:T2 2x4 SP#1:
Bot chord 2x4 SP#2 B-H 1369 -622 G-F 0 0
Webs 2x4 SP#3 H-G 1366 -623
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.
(")4 plate(s)require special positioning.Refer to H-C 178 0 G-E 946 -442
scaled plate plot details for special positioning C-G 245 -585 E-F 339 -643
requirements. D-G 175 -210
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 -1.50 21.17
BC 120 0.15 21.17
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.
Additional Notes
The overall height of this truss excluding overhang is
4-8-3.
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.
(PirrH) 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
TrueHouse PE Noel 0 39lowski effrey P Arne
P8 No. 8544son Derek B
PE No 71457y Adam K
PE No.7 69311
APEX
71613 Ply:1 SEQN:20076/T26/HIPM
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T35 Wgt:109.2 lbs ... / ... 09/25/17
6'0"4 11' 16'1" 21'2"
6'0"4 I 4,11"12 I 51" I 51"
=4X4(") =3X4 1113X4(")
D E F
w•NNNN. ]
I T
12
4 V
3X40
om °D
a inv
.NNNI
3X4(..)B
a�'3 A AI 10'1"2
I H pG
1113X4 =5X7(") 114X5(R)
I—1'6"8 I
510"8 53"4 10'0"4
5'10"8 I- 11'1"12 I 21'2"
Loading Criteria(psf) 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.072 C 999 252 B 782 /158 /418 /- /103 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 C 999 252 G 677 /197 /293 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.044 G - - 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: 0.303 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.962
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.654 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 28 0 D-E 446 -990
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 590 -1545 E-F 0 -19
Lumber C-D 436 -1086
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 B-I 1423 -663 H-G 718 -353
Lumber value set"13B"uses design values I-H 1422 -664
approved 1/30/2013 by ALSC
Plating Notes Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
(**)4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning I-C 106 0 H-E 370 -116
requirements. C-H 233 -490 E-G 438 -876
D-H 170 0 F-G 82 -115
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 -1.50 21.17
BC 120 0.15 21.17
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.
Additional Notes
The overall height of this truss excluding overhang is
4-0-3.
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.
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 fi*/\
APEX
Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:20082/T94/SPEC
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T36 Wgt:103.6 lbs ... / ... 09/25/17
6715 10'8"8 14'5" 212"
I6,0„15 I 4,7.,9 I 3'8"8 I 6,9" I
D=-4X4
= T
12 1113X4(") T
4 12 E=5X5.. F
w3X4C �:
i (a) r v
l � o
N
3X4r1B
4_`.3 A I 11'1 111 I 4)10'1"2
H G
=5X7(") 1114X5(R)
H1,6"81 1088 1- 1058 i
10'8"8 212"
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin 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): 0.085 H 999 252 B 782 /148 /398 /- /94 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.163 H 999 252 G 677 /165 /268 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.053 G - - 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: 0.718 Bearings B&G Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.972
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.389 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 28 0 D-E 510 -1106
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 669-1519 E-F 12 -36
Lumber Wind C-D 506-1124
Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C
Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(lbs)
Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-H 1400 -671 H-G 1275 -624
Lumber value set"13B"uses design values Additional Notes
approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs)
3-11-0. Webs Tens.Comp. Webs Tens. Comp.
Bracing
(a)Continuous lateral restraint equally spaced on C-H 238 -431 E-G 650 -1314
member. D-H 460 -133 F-G 131 -194
H-E 212 -314
Plating Notes
(")4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
Tray Scab(s)
(1)2x4x0-3-11 x SP#3 scab at right end.Attach
scab to face of chord with:Nails @ 8"oc,plus
additional nail clusters at:BRG.:(0),heel:(0),1st
panel point:(0).
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 -1.50 21.17
BC 120 0.15 21.17
Apply purlins to any chords above or below fillers
at 24"OC unless shown otherwise above.
NOTES:
.11- 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. �/�
(Iiiii4 2.Apex Technology is a fictitious name owned by Jas Apex Technology Inc.,Florida Corporation. Florida Engineer if
- \
Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 /
APEX
Tru eHo use PE No.Michael
08391owski PE No. 854gson PE No 71457y PE No.7 69311
71613 Ply:1 'SEQN:20079/T2/SPEC
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T36A Wgt:109.2 lbs ... / _. 09/25/17
6715 10'8"8 12'5" 167"12 217"
6,0"15 I 47"9 I 1'8"8 I 4'2"12 I 4'6"4
Dm-4X4 1113X4 -i-
12
12 $ E 14X5(**) F =4X4 C'
4 V � N". .i. T
�3X4C
I.
r v "v
1 r0 '
3X4'*B1
❑
10'1"c
=5X7(") =4X8 III4X5(*`)
10'8"8 511"4 46"4 1
H-1,6„8 1 I
10'8"8 16'7"12 21'2"
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 L/defl LJ# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.072 C 999 252 B 782 /154 /407 /- /96 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.138 C 999 252 H 677 /183 /281 /- /- /2.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 H - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.041 H - - B Min Brg Width Req= 1.5
NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.376 Bearings B&H Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.938
Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.375 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 28 0 D-E 500 -1073
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 653-1515 E-F 381 -822
Lumber C-D 487-1110 F-G 381 -822
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 B-J 1397 -687 1-H 6 -3
Lumber value set"136"uses design values J-I 1139 -530
approved 1/30/2013 by ALSC
Plating Notes Maximum Web Forces Per Ply(lbs)
Webs Tens.Comp. Webs Tens. Comp.
(**)4 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning C-J 241 -435 F-I 175 -281
requirements. D-J 492 -167 I-G 986 -456
J-E 162 -293 G-H 329 -654
Purlins E-I 185 -390
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 -1.50 21.17
BC 120 0.15 21.17
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.
Additional Notes
The overall height of this truss excluding overhang is
3-11-0.
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 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 fil\
Tru eHo use Michael G Kozlowski Jeffrey P Ameson Derek B Murray Adam K Russell
APEX
PE No.60839 PE No.58544 PE No.71457 PE No.77693
71613 Ply:1 SEQN:20085/T12/COMN
Jo&Brian Adcock Residence Qty: 2 FROM:KS DRW:
T37 Wgt:89.6 lbs ... / 09/25/17
6'0"15 10'8"8 15'4"1 21'5"
60"15 I 47.9 I 47 9 6'0"14
D=4X4
-1-
12 12
4 V
3X4C Eg3X4
e
o
1 �'3 A=3X4("')8 F=3X4(*`)
EN 01012
5X7(")
1,6„8 1 I 10'8"8 108'181
10'818 21'5"
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 L/# Loc R /U /Rw /Rh /RL /W
TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.086 G 999 253 B 785 /251 /384 /- /93 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.165 G 999 253 F 690 /217 /314 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 G - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL): 0.055 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= 1.5
Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.375 Bearings B&F Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.998
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.236 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 28 0 D-E 472 -1134
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 B-C 628 -1529 E-F 641 -1545
Lumber C-D 461 -1133
Value Set:13B(Effective 6/1/2013)
Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs)
Bat chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#3 B-G 1409 -546 G-F 1428 -549
Lumber value set"136"uses design values
approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
(**)3 plate(s)require special positioning.Refer to C-G 243 -433 G-E 254 -454
scaled plate plot details for special positioning D-G 470 -135
requirements.
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 -1.50 21.42
BC 104 0.15 21.27
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
3-11-0.
NOTES:
,4' 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}{) 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
Trueouse E No.1608391owski Jeffrey
5 544son
FEPE No. Murray71457E No.7 69311
H
71613 Ply:1 SEQN:20088/T10/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T38 Wgt:84.0 lbs ... / ... 09/25/17
9' I 12'5" I 21'5"
9' 3'5" 9'
6X8(**) T2 5X7(**)
C D
T 4 E., -- 1/4\71
12
r
i
3X4('')6 _\ 3X4 ,
1 TT._ G u II
i
010'1"2
G F
113X4 m5X5(**)
I--16"8 1 9'1"12 I 2'11"12 9'3"8
9'1"12 12'1"8 I 21'5" 1
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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): 0.060 G 999 253 B 785 /252 /386 /- /81 /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.115 G 999 253 E 690 /218 /316 /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 F - - Wind reactions based on MWFRS
Des Ld: 32.00 EXP:C HORZ(TL):0.046 F - - 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: 0.804 Bearings B&E Fcperp=565psi.
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982
Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.094 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 28 0 C-D 605 -1251
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 , B-C 594-1370 D-E 593 -1379
Lumber
Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs)
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 SP#1:T2 2x4 SP#2:
Bot chord 2x4 SP#2 B-G 1234 -491 F-E 1244 -483
Webs 2x4 SP#3 G-F 1237 -490
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.
(**)5 plate(s)require special positioning.Refer to C-G 182 0 F-D 203 -63
scaled plate plot details for special positioning C-F 246 -218
requirements.
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 -1.50 21.42
BC 108 0.15 21.27
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
3-4-3.
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.
(111'11) 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
Tru eHo u se PEE No.l 60839G Kozlowski Jeffrey
No.58544son
o58544son PE No. Murray747RussellAdam K
PE No.77693
71613 Ply:1 SEQN:20091/T25/HIPS
Jo&Brian Adcock Residence Qty: 1 FROM:KS DRW:
T39 Wgt:91.0 lbs ... / ... 09/25/17
7' 14,5, 21,5„
7' 7'5" I 7'
4X5(") =4X5(")
12 C D
T 4L T_
0
N
1 =3X4(")' i --".111111111111111111111111 it ipliligik‘ ==3X4(") ih
A - w F 1 10'1"2
'G F
///3X4 m 5X5(1
57 j 9'7"8 j 5x 12 '�
12
�-1'6"8 5'10"12 I 9'3"12 6'2 8
5'10"12 15'2"8 21'5"
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): 0.037 F 999 240 B 526 /47 I- /- /- /5.5
BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 F 999 180 G 392 /619 /- /- /- /5.5
BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 F - - F 269 /379 /- /- /- /5.5
Des Ld: 32.00 EXP:C HORZ(TL):-0.031 F - - E 193 /103 /- /- /- /5.5
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: 0.894 B Min Brg Width Req= 1.5
Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.880 G Min Brg Width Req= 1.5
Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.220 E Min Brg Width Req= 1.5
1.5
C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: E Min Brg WidthReq=
Bearings B,G,,F,,&E Fcperp=565psi.
GCpi:0.18 Plate Type(s):
Wind Duration:1.60 WAVE VIEW Ver:17.01.01.0630.10 Maximum Top Chord Forces Per Ply(lbs)
Lumber Tray Scab(s) Chords Tens.Comp. Chords Tens. Comp.
Value Set:13B(Effective 6/1/2013) (1)2x4x0-3-11 x SP#3 scab at right end.Attach A-B 28 -13 C-D 377 -229
Top chord 2x4 SP#2 scab to face of chord with:Nails @ 8"oc,plus B-C 0 -509 ID-E 306 -236
Bot chord 2x4 SP#2 additional nail clusters at:BRG.:(0),heel:(0),1st
Webs 2x4 SP#3 panel point:(0).
Maximum Bot Chord Forces Per Ply(lbs)
Lumber value set"13B"uses design values Purlins Chords Tens.Comp. Chords Tens. Comp.
approved 1/30/2013 by ALSC
In lieu of structural panels or rigid ceiling use purlins
B-G 427 0 F-E 426 545
Bracing to laterally brace chords as follows: G-F 360 80
Chord Spacing(in oc) Start(ft) End(ft)
(a)Continuous lateral restraint equally spaced on TC 24 -1.50 21.42
member. BC 75 0.25 21.17 Maximum Web Forces Per Ply(lbs)
Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp.
Special Loads at 24"OC unless shown otherwise above.
(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) G-C 463 -134 D-F 331 -253
TC-From 55 plf at -1.54 to 55 plf at 7.00 Wind C-F 153 -534
TC-From 27 plf at 7.00 to 27 plf at 14.42 Wind loads and reactions based on MWFRS.
TC-From 55 plf at 14.42 to 55 plf at 21.42 Left and rightexposed to wind cantilevers are
BC-From 4 plf at -1.54 to 4 plf at 0.00
BC-From 10 plf at 0.00 to 10 plf at 7.01 Additional Notes
BC-From 5 plf at 7.01 to 5 plf at 14.41
BC-From 10 plf at 14.41 to 10 plf at 21.42 Negative reaction(s)of-619#MAX.from a non-wind
TC- -45 lb Conc.Load at 7.01,14.41 load case requires uplift connection.See Maximum
TC- -52 lb Conc.Load at 9.06,10.71,12.35 Reactions.
BC--257 lb Conc.Load at 7.01,14.41 The overall height of this truss excluding overhang is
BC- -54 lb Conc.Load at 9.06,10.71,12.35 2-8-3
Plating Notes
(")5 plate(s)require special positioning.Refer to
scaled plate plot details for special positioning
requirements.
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-H 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
GAPEX
TrueHouse PE Noel 0 3o9PE
zlowski rey P No PE 58544o.
son Murray145771457 PE Adam
7Russell