1685 ATLANTIC BEACH DR RES25-0023 Truss Eng 2 - StrongJOB NAME:
SUBDIV:
STRONG 2ND FL
TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,5.0LOADING:
DELIVERY ADDRESS:
1685 ATLANTIC BEACH
JACKSONVILLE, FL
This package includes individual, dated Truss Drawings designed using Mitek software. With my seal affixed
to this sheet, I herby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003,
section 5 of the Florida Board of Professional Engineers Rules.
16
Note:The seal on this index sheet indicates acceptance of professional engineering responsibility solely for
the Truss Design Drawings listed below and attached. The Suitability and use of each component for any
particular building is the responsibility of the Building Designer, per ANSI/TPI 1.
Truss Design Engineer's Name License #:John Presley 55886
5631 S. NC 62 Burlington NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146
JOB #:72435535PER
BLUEWAVE BUILDERS INC
BUILDING CODE: FBC2023/FRC2023
No. Truss ID# Date
F200 1 11/12/24
F201 2 11/12/24
F201G 3 11/12/24
F202 4 11/12/24
F202A 5 11/12/24
F202B 6 11/12/24
F202C 7 11/12/24
F203 8 11/12/24
F204 9 11/12/24
F205 10 11/12/24
F206G 11 11/12/24
F207G 12 11/12/24
KW2 13 11/12/24
KW3 14 11/12/24
KW4 15 11/12/24
KW5 16 11/12/24
3x6 FP
3x6 FP
=1.5x3 =1.5x3
=3x5
=3x4
=3x3
=3x3
=3x3 =1.5x3
=1.5x3
=3x4
=3x4
=3x3
=3x4
=3x5 =1.5x3
=1.5x3
16
15 14 13 12 11
10
17 18123456789
W3W1W2BL1
B2
T1 T2
B1
1-3-0 1-9-8
2-6-02-6-0
2-6-0
0-1-8
0-1-8
1-9-8
8-5-0
6-7-8
6-7-8
7-10-8
16-3-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:40.2
Plate Offsets (X, Y):[10:0-2-0,Edge], [12:0-1-8,Edge], [16:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.20 11-12 >957 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT) -0.27 11-12 >702 240
BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.05 10 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 82 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 10=701/0-5-8, (min. 0-1-8), 16=701/0-5-8, (min. 0-1-8)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1693/0, 3-4=-2315/0, 4-5=-2315/0, 5-6=-2315/0, 6-7=-2315/0, 7-8=-1715/0
BOT CHORD 15-16=0/1316, 14-15=0/2054, 13-14=0/2054, 12-13=0/2315, 11-12=0/2067, 10-11=0/1317
WEBS 4-13=-255/0, 2-16=-1444/0, 2-15=0/524, 3-15=-502/0, 3-13=0/533, 8-10=-1445/0, 8-11=0/553, 7-11=-489/0, 7-12=0/484
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 14 1F200Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:50 Page: 1
ID:bMjLsXdTxOviAiwpBdPApOybjJq-QHffcz6d0y837fIeE9Pwxy3iCajkiGTTcB44mmyJt5Z
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x4
=3x4 =1.5x3 =1.5x3
=3x3
=3x3
=3x3
=3x4
=3x5 =1.5x3
=1.5x3
12
11 10 9
8
13 141234567
W1 W2 W3BL1
B1
T1
1-3-0
1-10-4
2-6-0
2-6-0
2-6-0
0-1-8 0-1-8
1-10-4
7-2-12
5-4-8
5-4-8
6-7-8
13-10-41-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:38.3
Plate Offsets (X, Y):[8:0-2-0,Edge], [11:0-1-8,Edge], [12:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.14 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.17 9-10 >964 240
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.03 8 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 70 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 8=594/0-5-8, (min. 0-1-8), 12=594/ Mechanical, (min. 0-1-8)
2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1651/0, 3-4=-1651/0, 4-5=-1651/0, 5-6=-1362/0
BOT CHORD 11-12=0/1078, 10-11=0/1651, 9-10=0/1595, 8-9=0/1087
WEBS 2-12=-1182/0, 2-11=0/674, 6-8=-1192/0, 6-9=0/382, 5-9=-324/0, 5-10=-99/302
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 4 1F201Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:50 Page: 1
ID:FxzJxS_f6IYa89eONDQ_UWybjJN-QHffcz6d0y837fIeE9Pwxy3lWal3iHZTcB44mmyJt5Z
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =2x5
=3x5
=5x5
=3x5 =3x6 =3x6
=3x3
=5x4
=3x3
=5x4
=3x6 =2x5
=1.5x3
THA422
12
11 10 9
8
13 141234515 6 7
W1 W2 W3
T1T1
BL1
B1
1-3-0
1-10-4
2-6-0
2-6-0
2-6-0
0-1-8
0-1-8
1-10-4
7-2-12
5-4-8
5-4-8
6-7-8
13-10-41-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:41.5
Plate Offsets (X, Y):[2:0-2-4,Edge], [4:0-3-0,Edge], [5:0-2-0,Edge], [6:0-1-12,Edge], [7:0-3-0,Edge], [11:0-1-8,Edge], [12:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.13 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.17 9-10 >947 240
BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.04 8 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 88 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 8=814/0-5-8, (min. 0-1-8), 12=703/ Mechanical, (min. 0-1-8)
3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2306/0, 3-4=-2306/0, 4-5=-2306/0, 5-15=-2124/0, 6-15=-2124/0
BOT CHORD 11-12=0/1354, 10-11=0/2306, 9-10=0/2556, 8-9=0/1646
WEBS 3-11=-394/0, 4-10=-129/349, 2-12=-1471/0, 2-11=0/1146, 6-8=-1791/0, 6-9=0/648, 5-9=-587/0, 5-10=-589/209
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
3)Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent at 9-2-8 from the left end to connect truss(es) to back face of top chord.
4)Fill all nail holes where hanger is in contact with lumber.
5)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 8-12=-8, 1-7=-80
Concentrated Loads (lb)
Vert: 15=-331 (B)
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1F201GTruss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:51 Page: 1
ID:FxzJxS_f6IYa89eONDQ_UWybjJN-uUD1qJ7FnFGwlptqotw9UAcvW_1JRhRdqqpdICyJt5Y
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x4
=3x3 =1.5x3 =1.5x3
=3x3
=3x4
=3x5 =1.5x3
=1.5x3
10 9 8
7
11 12
1 2 3 4 5 6
W1 W2 W3BL1
B1
T1
0-9-12
1-3-0
2-6-0 2-6-0
0-1-8 0-1-8
0-9-12
4-11-4
4-1-8
9-0-12
4-1-8
4-1-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:37.3
Plate Offsets (X, Y):[7:0-2-0,Edge], [10:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.02 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT) -0.04 9-10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 7 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 49 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 7=383/ Mechanical, (min. 0-1-8), 10=383/ Mechanical, (min. 0-1-8)
4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-704/0, 3-4=-704/0, 4-5=-704/0
BOT CHORD 9-10=0/623, 8-9=0/704, 7-8=0/623
WEBS 2-10=-681/0, 5-7=-681/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1F202Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:51 Page: 1
ID:FxzJxS_f6IYa89eONDQ_UWybjJN-uUD1qJ7FnFGwlptqotw9UAczY_DaRn0dqqpdICyJt5Y
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x3
=1.5x3
=1.5x3
=3x3
=3x5 =1.5x3
=1.5x3
8
7 6 5
9 101 2 3 4
W1 W2BL1
B1
T1
1-1-4
1-3-0
0-1-8
0-1-8
1-1-4
2-8-12
1-7-8
4-4-4
1-7-8
1-7-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:40.9
Plate Offsets (X, Y):[5:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) 0.00 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 27 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 5=176/0-3-8, (min. 0-1-8), 8=176/ Mechanical, (min. 0-1-8)
5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1F202ATruss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:52 Page: 1
ID:4ukifxYUz?yGV5ikB2ORHHyKDdZ-MgnP1e8tYZOmMzS0MaSO1N8BNOaMAGUm3UZAreyJt5X
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x3
=1.5x3 =1.5x3
=3x3
=3x5 =1.5x3
=1.5x3
8
7 6
5
9 101 2 3 4
W1 W2BL1
B1
T1
1-6-8
1-3-0
0-1-8
0-1-8
1-6-8
3-2-0
1-7-8
4-9-8
1-7-8
1-7-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:39.5
Plate Offsets (X, Y):[5:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) -0.01 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(CT) -0.01 7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 28 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 5=195/0-3-8, (min. 0-1-8), 8=195/0-5-8, (min. 0-1-8)
6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 2 1F202BTruss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:52 Page: 1
ID:Z9Pn8XOmjCeTHiT_k17caqyKDcU-MgnP1e8tYZOmMzS0MaSO1N8B2Oa5AGMm3UZAreyJt5X
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x3
=1.5x3
=1.5x3
=3x3
=3x5 =1.5x3
=1.5x3
8
7 6
5
9 101 2 3 4
W1 W2BL1
B1
T1
1-3-0
1-3-0
0-1-8
0-1-8
1-3-0
2-10-8
1-7-8
4-6-0
1-7-8
1-7-81-4-01-0-81-0-80-3-81-4-00-6-00-6-00-6-81-0-80-3-81-4-0Scale = 1:39.8
Plate Offsets (X, Y):[5:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.01 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 27 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 5=182/ Mechanical, (min. 0-1-8), 8=182/0-5-8, (min. 0-1-8)
7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 3 1F202CTruss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:52 Page: 1
ID:w7CgBESvXlHmNTMyXbjnHuyKDcP-MgnP1e8tYZOmMzS0MaSO1N8BQOaGAGSm3UZAreyJt5X
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
3x6 FP
MT18HS 3x10 FP
3x6 FP 3x6 FP
3x6 FP
=1.5x3 =2x5
=5x5
=3x6 =3x6 =3x6
=3x6
=5x5 =2x5
=1.5x3
30 29
28 27 26 25 24 23 22 21
2019 18
31 17
32 3312345678 9 10 11 12 13 14 15 16
W2W1BL1
T2
B4
T3
B3
T1
B2
T4
B1 B5
0-11-01-3-0 0-1-8
0-1-8
0-10-8
12-10-8
0-11-0
13-9-8
12-0-0
12-0-0
12-10-8
26-8-01-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:55.9
Plate Offsets (X, Y):[2:0-1-12,Edge], [3:0-2-0,Edge], [4:0-2-0,Edge], [5:0-2-0,Edge], [6:0-2-0,Edge], [9:0-3-0,Edge], [10:0-2-0,Edge], [12:0-2-0,Edge], [13:0-2-0,Edge], [14:0-2-0,Edge], [15:0-1-12,Edge],
[16:0-3-0,Edge], [17:0-2-0,Edge], [18:0-1-12,Edge], [19:0-2-0,Edge], [21:0-2-0,Edge], [22:0-2-0,Edge], [26:0-2-0,Edge], [27:0-2-0,Edge], [29:0-2-0,Edge], [30:0-1-12,Edge], [31:0-2-0,Edge]
Loading (psf)Spacing 1-4-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.38 23-24 >828 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.52 23-24 >603 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.05 17 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 210 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP SS(flat)
BOT CHORD 2x4 SP SS(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 17=964/0-5-8, (min. 0-1-8), 31=964/0-5-8, (min. 0-1-8)
8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2018/0, 3-4=-3583/0, 4-5=-4727/0, 5-6=-5450/0, 6-7=-5780/0, 7-8=-5780/0, 8-9=-5780/0, 9-10=-5780/0, 10-11=-5450/0, 11-12=-5450/0, 12-13=-4727/0, 13-14=-3583/0,
14-15=-2018/0
BOT CHORD 30-31=0/1184, 29-30=0/2900, 28-29=0/4249, 27-28=0/4249, 26-27=0/5188, 25-26=0/5693, 24-25=0/5693, 23-24=0/5780, 22-23=0/5693, 21-22=0/5188, 20-21=0/4249, 19-20=0/4249,
18-19=0/2900, 17-18=0/1184
WEBS 15-17=-1464/0, 2-31=-1464/0, 15-18=0/1106, 2-30=0/1106, 14-18=-1167/0, 3-30=-1167/0, 14-19=0/904, 3-29=0/904, 13-19=-881/0, 4-29=-881/0, 13-21=0/633, 4-27=0/633,
12-21=-609/0, 5-27=-609/0, 12-22=0/379, 5-26=0/379, 10-22=-384/0, 6-26=-384/0, 10-23=-232/424, 6-24=-232/424
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 5x4 MT20 unless otherwise indicated.
4)Required 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 20 1F203Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:52 Page: 1
ID:9yXxbaV77Cm357YNZv9lwNybjG7-MgnP1e8tYZOmMzS0MaSO1N8BwOWHA8_m3UZAreyJt5X
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x4
=1.5x3 =1.5x3
=3x3 =3x3
=3x8
=3x4
=1.5x3
=1.5x3
=1.5x3
10 9 8
7
6
12
11 131 2 3 4 5
W1 W2
B1
T1
W3BL1 BL2
1-0-7
2-6-0
0-9-1
0-1-8
0-1-8
0-1-8
6-4-0
0-1-12
3-7-0
0-9-1
2-2-0
1-3-3
3-5-4
1-4-15
1-4-15
2-7-8
6-2-81-4-01-0-81-0-80-3-81-4-00-3-80-3-80-9-01-0-80-3-81-4-0Scale = 1:46.1
Plate Offsets (X, Y):[2:0-1-8,Edge], [5:0-1-8,Edge], [10:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) 0.02 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) 0.03 7-8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.32 Horz(CT) 0.00 7 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 39 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 6-7.
REACTIONS (lb/size) 7=1099/0-3-8, (min. 0-1-8), 10=-224/ Mechanical, (min. 0-1-8)
Max Uplift 10=-328 (LC 4)
Max Grav 7=1099 (LC 1), 10=43 (LC 3)
9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=0/482, 3-4=0/988, 4-5=0/991
BOT CHORD 9-10=-482/0, 8-9=-482/0, 7-8=-482/0
WEBS 5-7=-1089/0, 2-10=0/682, 3-7=-797/0, 2-9=-261/0, 3-8=0/279
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 10.
3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
4)CAUTION, Do not erect truss backwards.
5)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 350 lb down at 6-1-12 on top chord. The design/
selection of such connection device(s) is the responsibility of others.
6)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 6-10=-8, 1-5=-80
Concentrated Loads (lb)
Vert: 5=-350 (F)
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 14 1F204Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:53 Page: 1
ID:lwvf5AtaqjggKuQKuwC1gvybjFe-rsKoF_8VJtWd_71CvHzdZbhA_ooZveOvI8IkN4yJt5W
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =1.5x3
=3x5
=3x3
=1.5x3
=1.5x3
=3x3
=3x5 =1.5x3
=1.5x3
8
7 6
5
9 101 2 3 4
W1 W2BL1
B1
T1
1-3-0
1-3-0
0-1-8
0-1-8
1-3-0
2-10-8
1-7-8
4-6-0
1-7-8
1-7-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:39.8
Plate Offsets (X, Y):[5:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) 0.00 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.09 Vert(CT) -0.01 7-8 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 27 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 5=182/0-5-8, (min. 0-1-8), 8=182/ Mechanical, (min. 0-1-8)
10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1F205Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:53 Page: 1
ID:n?mC2v3mdPn44o3rHx9p6eyKDeC-rsKoF_8VJtWd_71CvHzdZbhMAowVvjivI8IkN4yJt5W
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =2x5
=3x5 =3x6
=1.5x3 =1.5x3 =3x6
=3x5 =2x5
=1.5x3
THA422
THA422
8 7 6 5
9 10
1 2 113 4
W1
T1T1
W2BL1
B1
0-9-1
0-9-7
0-1-8
0-1-8
0-9-1
1-11-0
1-1-15
3-0-15
1-1-15
1-1-151-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:57.3
Plate Offsets (X, Y):[4:0-3-0,Edge], [5:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.00 6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.13 Vert(CT) 0.00 6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 25 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-0-15 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 5=351/ Mechanical, (min. 0-1-8), 8=325/0-3-8, (min. 0-1-8)
Max Grav 5=395 (LC 4), 8=362 (LC 3)
11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-306/0, 3-11=-306/0
BOT CHORD 7-8=0/306, 6-7=0/306, 5-6=0/306
WEBS 2-8=-476/0, 3-5=-474/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
3)Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent at 1-7-8 from the left end to connect truss(es) to front face of top chord.
4)Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent at 1-11-0 from the left end to connect truss(es) to back face of top chord.
5)Fill all nail holes where hanger is in contact with lumber.
6)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 5-8=-8, 1-4=-80
Concentrated Loads (lb)
Vert: 11=-437 (F=-319, B=-118)
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1F206GTruss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:53 Page: 1
ID:n?mC2v3mdPn44o3rHx9p6eyKDeC-rsKoF_8VJtWd_71CvHzdZbhKKowuvikvI8IkN4yJt5W
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=1.5x3 =2x5
=3x5 =3x6
=1.5x3
=1.5x3 =5x6
=3x5 =2x5
=1.5x3
THA422
THA422
THA422
8 7 6 5
9 1012311 12 4
W1
T1T1
BL1
B1
W3W2
1-3-0
2-6-0
0-9-8
0-1-8
0-1-8
0-9-8
2-5-0
1-7-8
1-7-8
2-10-8
5-3-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:45.9
Plate Offsets (X, Y):[3:0-3-0,Edge], [4:0-3-0,Edge], [5:0-2-0,Edge], [8:0-2-0,Edge]
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.02 5-6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(CT) -0.03 5-6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-SH Weight: 38 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 5=444/0-9-8, (min. 0-1-8), 8=361/0-5-8, (min. 0-1-8)
Max Grav 5=472 (LC 4), 8=361 (LC 1)
12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-10=-286/0, 4-10=-286/0, 2-3=-461/0
BOT CHORD 7-8=0/461, 6-7=0/461, 5-6=0/461
WEBS 2-8=-589/0, 3-5=-487/0
NOTES
1)Unbalanced floor live loads have been considered for this design.
2)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
3)Use Simpson Strong-Tie THA422 (6-16d Girder, 6-10d Truss) or equivalent spaced at 1-7-3 oc max. starting at 1-6-5 from the left end to 4-8-11 to
connect truss(es) to front face of top chord.
4)Fill all nail holes where hanger is in contact with lumber.
5)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 5-8=-8, 1-4=-80
Concentrated Loads (lb)
Vert: 2=-118 (F), 11=-118 (F), 12=-135 (F)
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1F207GTruss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:53 Page: 1
ID:anaLYPdlhYV?WNGbiSyXiLyKDau-rsKoF_8VJtWd_71CvHzdZbhI6otCvhHvI8IkN4yJt5W
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
3x6 FP
3x6 FP
=3x3 =3x3
28
27 26 25 24 23 22 21 20 19 18 17 16
15
29 301 2 3 4 5 6 7 8 9 10 11 12 13 14
ST1W1BL1
B1
T2T1
B2
0-1-8 0-1-8
16-3-8
16-3-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:39
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 15 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-R Weight: 72 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 16-3-8.
(lb) - Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 18, 19, 21, 22, 23, 24,
25, 26, 27, 28
13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1KW2Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:53 Page: 1
ID:ArDwaGxn5mlBtP8E1OnfFTybjEG-rsKoF_8VJtWd_71CvHzdZbhMHoxavj1vI8IkN4yJt5W
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
3x6 FP
3x6 FP
3x6 FP
=3x3 =3x3
45
44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25
24
46 471 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1920 21 22 23
ST1W1BL1
B1 B2
T2T1 T3
0-1-8 0-1-8
26-8-0
26-8-01-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:54.8
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL) 0.00 24 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-R Weight: 115 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 26-8-0.
(lb) - Max Grav All reactions 250 (lb) or less at joint(s) 24, 25, 26, 27, 28, 29, 30, 31, 32,
33, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45
14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1KW3Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:54 Page: 1
ID:TB8a2f0ASweBDUAayNPI1yybjE9-J3uASK973AeUcGcPT?Us6oEYLBHyeAK3Wo2HvXyJt5V
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=3x3 =3x3
12 11 10 9 8
7
13 14
1 2 3 4 5 6
ST1W1BL1
B1
T1
0-1-8 0-1-8
6-4-0
6-4-01-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:24
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 7 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-R Weight: 31 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 6-4-0.
(lb) - Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 9, 10, 11, 12
15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1KW4Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:54 Page: 1
ID:fJJkLQ93sI0d1AWi5A6uzGybjE_-J3uASK973AeUcGcPT?Us6oEYIBHveAJ3Wo2HvXyJt5V
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=3x3
=
3x310987
6
11 12
1 2 3 4 5
ST1W1BL1
B1
T1
0-1-8 0-1-8
4-8-8
4-8-81-4-01-0-81-0-80-3-81-4-01-0-81-0-80-3-81-4-0Scale = 1:22.9
Loading (psf)Spacing 1-7-3 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL) 0.00 6 n/a n/a
BCDL 5.0 Code FRC2023/TPI2014 Matrix-R Weight: 24 lb FT = 20%F, 11%E
LUMBER
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins, except end
verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS All bearings 4-8-8.
(lb) - Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 8, 9, 10
16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached
to walls at their outer ends or restrained by other means.
BLUEWAVE BUILDERS/STRONG 2ND FLRJobTrussTruss Type Qty Ply
72435535 1 1KW5Truss Job Reference (optional)
UFP Mid Atlantic LLC, 5631 S. NC 62, Burlington, NC, Adriana Reynaga Lopez Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Nov 12 16:30:54 Page: 1
ID:tP0Qacvo2wWbP36C6VO9hPyKDaW-J3uASK973AeUcGcPT?Us6oEXGBHqeAJ3Wo2HvXyJt5V
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI)
for general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
