HomeMy WebLinkAbout42230018 - GR2 72 - Truss DetailsDE
DANSCO ENGINEERING, LLC
P.O. Box 3400 Apollo Beach, FL 33572
Telephone (813) 645-0166 Facsimile (813) 645-9698
The truss drawing(s) attached have been prepared by Dansco Engineering, LLC under my direct supervision and control based on the parameters provided by Stark Truss Inc.
Job: 2107372-12T
26 truss design(s)
88399-W1
11/16/2021
Samuel A. Greenberg, P.E. Indiana Reg. #19700485
Indiana Residential Building Code 2020 based on IRC 2018 with Indiana specific amendments. 675 IAC 14-4.4-81 Section R802.10.1; truss design drawings, R802.10.1; truss design drawings shall be provided to the building official as required by the General Administrative Rules (675 IAC 12) for Class 1 structures or by local ordinance for Class 2 structures.
Note: Gable end frames with stud lengths exceeding 4’ require permanent bracing. On structural gables, where studs may be made from two or more boards as they cross diagonals, the 4’ length is the distance from the top chord to bottom chord.
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2014 Chapter 2.
Warning !—Verify design parameters and read notes before use. These designs are based only upon parameters shown, and are for individual building components to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer – not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss
Construction and BCSI 1-03 Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D’Onofrio Drive, Madison, WI 53719
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=6x6 =6x8
=8x8 =3x8 =5x6
=8x10
=3x8
=8x8
=6x8
=6x6
10
13 14 9 15 16 8 17 18 7 19 20
6
1 5
2 4
11 12
3
T1 T1
W1 W1
B1 B1
W5
W4 W3W4W3
W2 W2
4-7-12
4-7-12
4-4-4
9-0-0
4-4-4
13-4-4
4-7-12
18-0-0
4-4-4
9-0-0
4-4-4
13-4-4
4-7-12
4-7-12
4-7-12
18-0-01-11-59-5-5Scale = 1:44.3
Plate Offsets (X, Y):[6:Edge,0-5-8], [7:0-2-12,0-4-12], [8:0-5-0,0-4-8], [9:0-2-12,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.07 7-8 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.13 7-8 >999 180
TCDL 10.0 Rep Stress Incr NO WB 1.00 Horz(CT)0.02 6 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 242 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SPF Stud *Except* W5:2x4 SPF No.2, W1:2x6 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)6=6054/0-6-0, (min. 0-2-13), 10=6132/0-6-0, (min. 0-2-14)
Max Horiz 10=256 (LC 9)
Max Uplift 6=-979 (LC 13), 10=-992 (LC 12)
Max Grav 6=6851 (LC 2), 10=6939 (LC 2)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6317/952, 2-11=-4992/818, 3-11=-4915/848, 3-12=-4915/848, 4-12=-4992/818, 4-5=-6305/950, 1-10=-5816/854,5-6=-5810/853
BOT CHORD 10-13=-297/554, 13-14=-297/554, 9-14=-297/554, 9-15=-740/4782, 15-16=-740/4782, 8-16=-740/4782, 8-17=-651/4773,
17-18=-651/4773, 7-18=-651/4773, 7-19=-91/425, 19-20=-91/425, 6-20=-91/425
WEBS 3-8=-966/6010, 4-8=-1613/389, 4-7=-281/1884, 2-8=-1628/391, 2-9=-283/1903, 1-9=-635/4660, 5-7=-636/4664
NOTES
1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc.
Web connected as follows: 2x4 - 1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided todistribute only loads noted as (F) or (B), unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
5)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
6)Unbalanced snow loads have been considered for this design.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 992 lb uplift at joint 10 and 979 lb uplift at joint 6.
9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1548 lb down and 228 lb up at 1-11-4, 1548 lb down and 228 lb up at3-11-4, 1548 lb down and 228 lb up at 5-11-4, 1548 lb down and 228 lb up at 7-11-4, 1548 lb down and 228 lb up at 9-11-4, 1548 lb down and 228 lb up at 11-11-4, and 1548lb down and 228 lb up at 13-11-4, and 1548 lb down and 228 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
LOAD CASE(S) Standard
1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
G01 1 22107372-12T Common Girder Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:mC018Q4vpX6zXzyTPdyAdBylzTo-nwgz?_ybk4jsqL1dJT0R7eqWcKGqhl43X3tLGPyIeuX
Continued on page 2
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
Vert: 1-3=-51, 3-5=-51, 6-10=-20
Concentrated Loads (lb)
Vert: 13=-1368 (F), 14=-1368 (F), 15=-1368 (F), 16=-1368 (F), 17=-1368 (F), 18=-1368 (F), 19=-1368 (F), 20=-1368 (F)
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
G01 1 22107372-12T Common Girder Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 2
ID:mC018Q4vpX6zXzyTPdyAdBylzTo-nwgz?_ybk4jsqL1dJT0R7eqWcKGqhl43X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
312
=1.5x4 =1.5x4
=1.5x4
=4x4
=2x4 =2x4
7
6 9
5
1
2
483
W1
T1 T2
W3
B1
W2
1-2-4
2-4-12
0-10-12
-0-10-12
1-9-4
1-9-4
2-8-4
4-5-8
0-1-8
4-5-8
1-7-8
1-7-8
2-8-8
4-4-01-5-10-11-120-5-80-8-100-1-71-5-1Scale = 1:24.4
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.01 5-6 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(CT)-0.01 5-6 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)5=160/ Mechanical, (min. 0-1-8), 7=213/0-4-0, (min. 0-1-8)
Max Horiz 7=28 (LC 9)
Max Uplift 5=-102 (LC 9), 7=-152 (LC 8)
Max Grav 5=184 (LC 33), 7=255 (LC 34)
3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever leftexposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC
1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 lb uplift at joint 7 and 102 lb uplift at joint 5.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 69 lb down and 105 lb up at 1-9-4, and 16 lb down and 24 lb up at 3-10-0
on top chord, and 39 lb down and 64 lb up at 1-9-4, and 9 lb down and 18 lb up at 3-10-0 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
12)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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51, 2-3=-51, 3-4=-61, 5-7=-20
Concentrated Loads (lb)
Vert: 6=3 (F), 9=-2 (F)
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
G02 2 12107372-12T Jack-Closed Girder Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:HrFEOaQz4RrPbwz8uM_2aIylzVx-F6DLCKyEVOrjSVcqsBXgfsNlgkhsQRqDmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
2.12 12
=1.5x4 =1.5x4
5
4
1
2
3
W1
T1
B1
1-3-3
-1-3-3
2-4-9
2-4-9
2-4-91-4-130-11-121-4-13Scale = 1:18
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.06 Vert(CT)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr NO WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 7 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-4-9 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)3=1/ Mechanical, (min. 0-1-8), 4=1/ Mechanical, (min. 0-1-8),
5=104/0-5-5, (min. 0-1-8)
Max Horiz 5=25 (LC 11)
Max Uplift 3=-39 (LC 10), 4=-17 (LC 11), 5=-100 (LC 8)
Max Grav 3=11 (LC 19), 4=26 (LC 7), 5=162 (LC 18)
4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left
exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10; Min. flat roof snow load governs.
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 5, 39 lb uplift at joint 3 and 17 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (lb/ft)
Vert: 1-2=-51
Trapezoidal Loads (lb/ft)
Vert: 2=7 (F=29, B=29)-to-3=-26 (F=12, B=12), 5=0 (F=10, B=10)-to-4=-12 (F=4, B=4)
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
G03 2 12107372-12T Diagonal Hip Girder Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:d?Trkss6vI2x3rSIBhAGjbylzWf-F6DLCKyEVOrjSVcqsBXgfsNljkivQR?DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=3x4 =3x4
=5x6
=3x5
=3x4
=3x4
23
22 21 20 19 18 17 16 15
14
131
122
3 11
104
2524
5 9
86
7
W1
T1 T1
W1
B1 B2
ST4 ST4
ST3
ST2
ST1
ST3
ST2
ST1
0-10-12
-0-10-12
0-10-12
18-10-12
9-0-0
9-0-0
9-0-0
18-0-0
18-0-01-11-59-5-5Scale = 1:45.3
Plate Offsets (X, Y):[7:0-2-8,Edge], [21:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.17 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 14 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 105 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except* ST4:2x4 SPF No.2
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.
WEBS 1 Row at midpt 6-19, 8-18
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS All bearings 18-0-0.
(lb) -Max Horiz 23=-281 (LC 14)
Max Uplift All uplift 100 (lb) or less at joint(s) 16, 21 except 14=-176 (LC
13), 15=-205 (LC 17), 17=-148 (LC 17), 20=-148 (LC 16),
22=-212 (LC 13), 23=-187 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) 16, 17, 18, 19, 20, 21except 14=256 (LC 30), 15=298 (LC 15), 22=306 (LC 14),23=264 (LC 31)
5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-24=-88/252, 5-6=-180/399, 6-7=-129/265, 7-8=-129/265, 8-9=-180/399, 9-25=-87/252
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CCorner(3E) -0-10-12 to 2-0-0, Exterior(2N) 2-0-0 to 9-0-0, Corner(3R) 9-0-0 to 12-0-0, Exterior(2N) 12-0-0 to 18-10-12 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable requires continuous bottom chord bearing.
9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
10)Gable studs spaced at 2-0-0 oc.
11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 21, 16 except (jt=lb) 23=186, 14=176, 20=147, 22=212,17=148, 15=205.
13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
GE01 1 12107372-12T Common Supported Gable Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:anL1g98r?AoPfm39n4faM8ylzcm-nwgz?_ybk4jsqL1dJT0R7eqYzKKxhyV3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=2x4 =2x4
=3x6
=3x6
=5x6
=3x6
=3x6
=2x4
=2x4
46
45 44 43 42 41 40 39 3837 36 35 34 3332 31 30 29 28 27 26 25
24
1 23
222
2134750
204195
186
177
168
159
49481410
1311
12
W1
T2
T1
T2
T1
W1
B1 B1B2
ST10
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
19-9-0
19-9-0
19-9-0
39-6-0
39-6-01-7-011-5-8Scale = 1:65
Plate Offsets (X, Y):[4:0-1-14,Edge], [20:0-1-14,Edge], [23:0-0-0,Edge], [33:0-2-4,0-1-8], [37:0-2-4,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.01 24 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 232 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except* ST10,ST9,ST8,ST7:2x4 SPF No.2
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.
WEBS 1 Row at midpt 12-35, 11-36, 10-38, 9-39, 13-34,
14-32, 15-31
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 39-6-0.
(lb) -Max Horiz 46=178 (LC 15)
Max Uplift All uplift 100 (lb) or less at joint(s) 24, 26, 27, 28, 29, 30, 31,
32, 34, 36, 38, 39, 40, 41, 42, 43, 44, 46 except 25=-166 (LC
17), 45=-177 (LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 24, 25, 26, 27, 28, 29,30, 31, 32, 34, 36, 38, 39, 40, 41, 42, 43, 44, 45, 46 except35=251 (LC 17)
6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=-99/266, 8-9=-117/316, 9-48=-134/356, 10-48=-121/366, 10-11=-153/419, 11-12=-168/462, 12-13=-168/462,13-14=-153/419, 14-49=-121/366, 15-49=-134/356, 15-16=-117/316, 16-17=-99/266
WEBS 12-35=-324/83
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner(3E) 0-1-12 to 4-1-2, Exterior(2N) 4-1-2 to 19-9-0, Corner(3R) 19-9-0 to 23-9-0, Exterior(2N) 23-9-0 to 39-4-4 zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
9)Gable studs spaced at 2-0-0 oc.
10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 46, 24, 36, 38, 39, 40, 41, 42, 43, 44, 34, 32, 31, 30, 29, 28,27, 26 except (jt=lb) 45=177, 25=165.
12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
GE02 1 12107372-12T Common Supported Gable Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:HzTELOTneTBaPvdLtFevyqylzcL-nwgz?_ybk4jsqL1dJT0R7eqa2KL0hyu3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4 =3x4
=3x6
=5x6
=5x6
=5x6
=3x6
=3x4
=3x4
47
46 45 44 43 42 41 40 3938 37 36 35 3433 32 31 30 29 28 27 26
25
1 2 24
3 23
48 4 2251
5 21
6 20
7 19
8 18
910 171650491511
1412
13
W1
T2
T1
T3
T1
W1
B1 B1B2
ST10
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST9
ST8
ST7
ST6
ST5
ST4
ST3
ST2
ST1
0-10-12
-0-10-12
19-9-0
39-6-0
19-9-0
19-9-0
39-6-01-7-011-5-8Scale = 1:66.7
Plate Offsets (X, Y):[24:0-0-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(CT)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT)0.01 25 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 233 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
OTHERS 2x4 SPF Stud *Except* ST10,ST9,ST8,ST7:2x4 SPF No.2
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.
WEBS 1 Row at midpt 13-36, 12-37, 11-39, 10-40, 14-35,
15-33, 17-32
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS All bearings 39-6-0.
(lb) -Max Horiz 47=187 (LC 15)
Max Uplift All uplift 100 (lb) or less at joint(s) 25, 27, 28, 29, 30, 31, 32,
33, 35, 37, 39, 40, 41, 42, 43, 44, 45 except 26=-158 (LC 17),
46=-186 (LC 16), 47=-117 (LC 12)
Max Grav All reactions 250 (lb) or less at joint(s) 25, 26, 27, 28, 29, 30,31, 32, 33, 35, 37, 39, 40, 41, 42, 43, 44, 45, 46, 47 except36=257 (LC 17)
7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 7-8=-97/269, 8-9=-115/314, 9-10=-100/319, 10-49=-132/359, 11-49=-118/369, 11-12=-151/422, 12-13=-167/465,13-14=-167/465, 14-15=-151/422, 15-50=-118/369, 16-50=-123/364, 16-17=-132/359, 17-18=-115/319, 18-19=-97/269
WEBS 13-36=-326/81
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner(3E) -0-10-12 to 3-0-10, Exterior(2N) 3-0-10 to 19-9-0, Corner(3R) 19-9-0 to 23-9-0, Exterior(2N) 23-9-0 to 39-4-4 zone; cantilever left and right exposed ; end vertical
left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult
qualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
7)All plates are 1.5x4 MT20 unless otherwise indicated.
8)Gable requires continuous bottom chord bearing.
9)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web).
10)Gable studs spaced at 2-0-0 oc.11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 37, 39, 40, 41, 42, 43, 44, 45, 35, 33, 32, 31, 30, 29, 28,
27 except (jt=lb) 47=116, 46=186, 26=157.
13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
GE03 1 12107372-12T Common Supported Gable Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:L2Idn41C6Pfh4NtQmh_TVFylzcv-nwgz?_ybk4jsqL1dJT0R7eqZLKL1hys3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
3 12
=1.5x4 =2x4
=3x5 =3x4
7
5 4
1
2
6
3
W1
T1
W2
B1
0-10-12
-0-10-12
4-5-8
4-5-8
0-1-8
4-5-8
4-4-0
4-4-02-1-20-11-122-1-2Scale = 1:21.9
Plate Offsets (X, Y):[4:Edge,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)0.04 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.21 Vert(CT)0.03 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 14 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)4=141/ Mechanical, (min. 0-1-8), 5=207/0-4-0, (min. 0-1-8)
Max Horiz 5=48 (LC 13)
Max Uplift 4=-84 (LC 12), 5=-111 (LC 12)
Max Grav 4=181 (LC 23), 5=274 (LC 23)
8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 4-3-12 zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10; Min. flat roof snow load governs.
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 5 and 84 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
J01 3 12107372-12T Jack-Closed Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:v?lMMBwBHLD?jsVJdJmzY8ylzXt-F6DLCKyEVOrjSVcqsBXgfsNj6kfVQR?DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
312
=1.5x4 =2x4
=1.5x4
=4x4
=3x5 =3x4
7
11 6
5
1 8 2 9
10 43
W1
T1
T2
W3
B1
W2
0-4-12
3-2-4
0-10-12
-0-10-12
0-8-4
4-5-8
3-9-4
3-9-4
0-1-8
4-5-8
0-8-8
4-4-0
3-7-8
3-7-81-11-10-11-120-5-81-2-80-1-91-11-1Scale = 1:33.6
Plate Offsets (X, Y):[5:Edge,0-2-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)0.02 6-7 >999 240 MT20 197/144
Snow (Pf/Pg)20.4/20.0 Lumber DOL 1.15 BC 0.15 Vert(CT)0.02 6-7 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 15 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)5=146/ Mechanical, (min. 0-1-8), 7=207/0-4-0, (min. 0-1-8)
Max Horiz 7=41 (LC 13)
Max Uplift 5=-79 (LC 12), 7=-116 (LC 12)
Max Grav 5=167 (LC 38), 7=290 (LC 38)
9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-7=-250/224
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 3-9-4, Exterior(2E) 3-9-4 to 4-3-12 zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=20.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10, Lu=50-0-0; Min. flat roof snow load governs. Rain surcharge applied to all exposed surfaces with slopes less than 0.500/12 in accordance with IBC
1608.3.4.
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Refer to girder(s) for truss to truss connections.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 7 and 79 lb uplift at joint 5.
10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
J02 2 12107372-12T Jack-Closed Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:rrpGfEX6pVBYty29lbBTFOylzYN-F6DLCKyEVOrjSVcqsBXgfsNi6kgTQRdDmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
3 12
=1.5x4 =1.5x4
5
4
1
2
3
W1
T1
B1
0-10-12
-0-10-12
1-9-4
1-9-4
1-9-41-5-10-11-121-5-1Scale = 1:18.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 4-5 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 4-5 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MR
BCDL 10.0 Weight: 6 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)3=27/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8),
5=127/0-4-0, (min. 0-1-8)
Max Horiz 5=31 (LC 13)
Max Uplift 3=-22 (LC 16), 4=-11 (LC 13), 5=-76 (LC 12)
Max Grav 3=35 (LC 23), 4=29 (LC 7), 5=160 (LC 23)
10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) zone; cantilever left exposed ; end vertical left exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10; Min. flat roof snow load governs.
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 5, 11 lb uplift at joint 4 and 22 lb uplift at joint 3.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
J03 4 12107372-12T Jack-Open Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:wXpDVpKWHnVAo55rcSNywJylzXL-F6DLCKyEVOrjSVcqsBXgfsNmYki4QR?DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
12.37 12
=2x4 =1.5x4 =1.5x4
1 3
2
T1 W1
B1
0-3-5
0-3-5
2-4-5
2-7-10
2-7-102-8-14Scale = 1:20.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 9 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-7-10 oc purlins,except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=88/2-7-10, (min. 0-1-8), 3=88/2-7-10, (min. 0-1-8)
Max Horiz 1=92 (LC 13)
Max Uplift 3=-45 (LC 16)
Max Grav 1=125 (LC 22), 3=125 (LC 22)
11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner (3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
2)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
3)Unbalanced snow loads have been considered for this design.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 3.7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
LAY01 2 12107372-12T Lay-In Gable Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:kxNiHSZXLQRA_haOXuI7VHzr54k-F6DLCKyEVOrjSVcqsBXgfsNmAkhIQR?DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=2x4
=3x6 =4x4
=4x4
=5x8
=4x4
=3x6 =2x4
10
9
8
71
62
3 5
11 14
12 13
4
T1 T1
W1 W1
B1 B1
W4
W3W3W2 W2
0-10-12
-0-10-12
0-10-12
18-10-12
4-1-14
4-1-14
4-1-14
18-0-0
4-10-2
13-10-2
4-10-2
9-0-0
9-0-0
9-0-0
9-0-0
18-0-01-11-59-5-5Scale = 1:45.2
Plate Offsets (X, Y):[9:0-4-0,0-3-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.12 8-9 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.25 8-9 >846 180
TCDL 10.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.01 8 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 93 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF Stud *Except* W4:2x4 SPF No.2
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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)8=680/0-6-0, (min. 0-1-8), 10=680/0-6-0, (min. 0-1-8)
Max Horiz 10=-281 (LC 14)
Max Uplift 8=-96 (LC 17), 10=-96 (LC 16)
Max Grav 8=771 (LC 2), 10=771 (LC 2)
12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-11=-578/148, 11-12=-502/159, 4-12=-478/182, 4-13=-478/182, 13-14=-502/159, 5-14=-578/148
BOT CHORD 9-10=-123/535, 8-9=-44/431
WEBS 4-9=-96/397, 3-10=-618/79, 5-8=-618/78
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 2-1-4, Interior (1) 2-1-4 to 9-0-0, Exterior(2R) 9-0-0 to 12-0-0, Interior (1) 12-0-0 to 18-10-12 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 10 and 96 lb uplift at joint 8.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
T01 4 12107372-12T Common Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:mnBAyciON6AzFk?8PN_3eYylzak-nwgz?_ybk4jsqL1dJT0R7eqXyKDfhtq3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4
=3x8
=3x6
=5x6
=3x4
=3x4
=3x6
=5x6
=3x8 =3x6
=3x4
=3x4
=5x6
=3x6
=3x8 =3x4
16
15 14 13 12 11
10
1 9
17 22
8237
4 6
21182019
5
T2
T1
T2
T1
W1 W1
B1 B1B2
W5
W6
W5
W2 W2W3
W4 W4
W3
6-5-13
32-8-11
6-5-13
13-3-3
6-5-13
26-2-14
6-5-13
19-9-0
6-9-5
6-9-5
6-9-5
39-6-0
9-8-12
29-5-12
9-8-12
19-9-0
10-0-4
10-0-4
10-0-4
39-6-01-7-011-5-8Scale = 1:65
Plate Offsets (X, Y):[6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [9:0-0-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL)-0.23 10-11 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.49 10-11 >966 180
TCDL 10.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.12 10 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 182 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W1:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 4-13, 6-13, 3-16, 7-10
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)10=1388/0-6-0, (min. 0-2-7), 16=1388/0-6-0, (min. 0-2-7)
Max Horiz 16=178 (LC 15)
Max Uplift 10=-216 (LC 17), 16=-216 (LC 16)
Max Grav 10=1568 (LC 2), 16=1568 (LC 2)
13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-262/80, 3-4=-2161/366, 4-18=-1663/343, 18-19=-1595/353, 5-19=-1568/374, 5-20=-1568/374, 20-21=-1595/353,6-21=-1663/343, 6-7=-2160/366, 9-22=-262/79, 1-16=-262/116, 9-10=-262/116
BOT CHORD 15-16=-367/1882, 14-15=-232/1754, 13-14=-232/1754, 12-13=-168/1754, 11-12=-168/1754, 10-11=-249/1881
WEBS 4-15=-40/359, 4-13=-593/276, 5-13=-157/1048, 6-13=-593/276, 6-11=-40/358, 3-16=-2106/277, 7-10=-2105/277
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) 0-1-12 to 4-1-2, Interior (1) 4-1-2 to 19-9-0, Exterior(2R) 19-9-0 to 23-8-7, Interior (1) 23-8-7 to 39-4-4 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 16 and 216 lb uplift at joint 10.
7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
T02 8 12107372-12T Common Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-nwgz?_ybk4jsqL1dJT0R7eqTrK83hqX3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4
=4x6
=6x8
=5x8
=2x4 =2x4
=6x12
=3x6
=5x6
=8x8 =2x4
=3x4
=4x6
=5x12
=5x6
=4x6
=3x4
=3x4
=5x6
=3x6
=3x8 =3x4
22
21
20 17
16 15 14
13
1 121918
2
323 27
114105
6
9
7 262425
8
T2
T1
T2
T1
W1 W1
B1 B5 B6
B2 B3
B4
W8
W11
W12
W3 W5
W4
W2
W15
W10
W7
W9
W13
W14
W6
1-10-4
3-10-4
2-0-0
2-0-0
3-3-6
10-5-12
3-4-2
7-2-6
4-6-12
15-0-8
4-8-8
19-9-0
6-6-7
32-9-1
6-5-10
26-2-10
6-8-15
39-6-0
2-0-0
2-0-0
2-0-0
4-0-0
3-9-0
23-6-0
6-1-0
29-7-0
6-4-0
10-4-0
9-5-0
19-9-0
9-11-0
39-6-01-7-02-0-011-5-8Scale = 1:65
Plate Offsets (X, Y):[18:0-2-12,Edge], [19:0-4-8,0-2-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.24 16-17 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.57 16-17 >822 180
TCDL 10.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.32 13 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 206 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2 *Except* B2,B4:2x4 SPF Stud
WEBS 2x4 SPF No.2 *Except* W1,W14,W3,W5,W2,W7,W6:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:2-2-0 oc bracing: 18-19,13-14.
WEBS 1 Row at midpt 7-16, 9-16, 10-13
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)13=1388/0-6-0, (min. 0-2-7), 22=1388/ Mechanical, (min. 0-1-8)
Max Horiz 22=178 (LC 13)
Max Uplift 13=-216 (LC 17), 22=-216 (LC 16)
Max Grav 13=1568 (LC 2), 22=1568 (LC 2)
14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1379/191, 2-3=-4718/862, 3-23=-4815/899, 4-23=-4814/905, 4-5=-4777/915, 5-6=-3027/476, 6-7=-3010/567,7-24=-1652/359, 8-24=-1586/382, 8-25=-1551/370, 25-26=-1580/349, 9-26=-1648/339, 9-10=-2164/366, 12-27=-257/80,1-22=-1518/219, 12-13=-259/115
BOT CHORD 18-19=-573/3171, 15-16=-169/1753, 14-15=-169/1753, 13-14=-248/1882
WEBS 16-18=-219/1840, 7-18=-320/1419, 7-16=-969/337, 8-16=-186/1095, 9-16=-596/279, 9-14=-40/361, 2-21=-2077/440,
19-21=-394/1642, 2-19=-567/3006, 1-21=-185/1431, 10-13=-2112/275, 5-18=-659/241, 5-19=-373/1490
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-1-12 to 4-1-2, Interior (1) 4-1-2 to 19-9-0, Exterior(2R) 19-9-0 to 23-8-7, Interior (1) 23-8-7 to 39-4-4 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)Refer to girder(s) for truss to truss connections.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 216 lb uplift at joint 22 and 216 lb uplift at joint 13.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
T03 1 12107372-12T Roof Special Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:q7Y?z6UTsGnfUq2Uou8cMYylzb1-nwgz?_ybk4jsqL1dJT0R7eqT4K8khpE3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=4x6
=3x8
=3x6
=5x6
=3x4
=3x4
=3x6
=5x6
=3x8 =3x6
=3x4
=3x4
=5x6
=3x6
=3x8 =4x6
17
16 15 14 13 12
11
1 2 10
18 23
9348
5 7
22192021
6
T2
T1
T2
T3
W1 W1
B1 B1B2
W3
W4 W5
W6
W5 W4
W3W2 W2
0-10-12
-0-10-12
6-5-13
32-8-11
6-5-13
13-3-3
6-5-13
26-2-14
6-5-13
19-9-0
6-9-5
39-6-0
6-9-5
6-9-5
9-8-12
29-5-12
9-8-12
19-9-0
10-0-4
39-6-0
10-0-4
10-0-41-7-011-5-8Scale = 1:66.7
Plate Offsets (X, Y):[2:0-3-0,Edge], [7:0-0-0,0-0-0], [8:0-0-0,0-0-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL)-0.23 11-12 >999 240 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.49 11-12 >966 180
TCDL 10.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.12 11 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 183 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except* W3,W1:2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 5-14, 7-14, 4-17, 8-11
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)11=1387/0-6-0, (min. 0-2-7), 17=1442/0-6-0, (min. 0-2-9)
Max Horiz 17=187 (LC 15)
Max Uplift 11=-216 (LC 17), 17=-240 (LC 16)
Max Grav 11=1568 (LC 2), 17=1632 (LC 2)
15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-311/116, 4-5=-2154/361, 5-19=-1662/341, 19-20=-1594/352, 6-20=-1567/373, 6-21=-1567/374, 21-22=-1593/353,7-22=-1661/343, 7-8=-2159/366, 10-23=-262/79, 2-17=-359/179, 10-11=-262/116
BOT CHORD 16-17=-366/1872, 15-16=-233/1752, 14-15=-233/1752, 13-14=-168/1753, 12-13=-168/1753, 11-12=-249/1880
WEBS 5-16=-38/355, 5-14=-592/277, 6-14=-157/1047, 7-14=-593/276, 7-12=-40/358, 4-17=-2047/231, 8-11=-2104/277
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) -0-10-12 to 3-0-10, Interior (1) 3-0-10 to 19-9-0, Exterior(2R) 19-9-0 to 23-8-7, Interior (1) 23-8-7 to 39-4-4 zone; cantilever left and right exposed ; end vertical leftand right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 15.4 psf on overhangs non-concurrent with other live loads.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 17 and 216 lb uplift at joint 11.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
T04 1 12107372-12T Common Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:LstvUWeB644SiDHDFuPQ3?ylzc6-nwgz?_ybk4jsqL1dJT0R7eqTfK83hqX3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=3x4 =1.5x4 =1.5x4
=3x4
=4x4
=1.5x4 =1.5x4 =1.5x4
=3x4
1 5
9 8 7 6
421714
1615
3
T1 T1
B1 B2
ST2
ST1 ST1
0-4-2
16-5-10
7-10-11
16-1-8
8-2-13
8-2-13
16-5-106-10-100-0-46-6-14Scale = 1:38.5
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.25 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 56 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 16-5-10.
(lb) -Max Horiz 1=175 (LC 15)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-211 (LC 17),
9=-214 (LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=427 (LC30), 7=348 (LC 2), 9=431 (LC 29)
16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-286/0, 2-9=-314/245, 4-6=-313/244
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-5 to 3-0-5, Interior (1) 3-0-5 to 8-3-2, Exterior(2R) 8-3-2 to 11-3-2, Interior (1) 11-3-2 to 16-5-15 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=213, 6=210.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V01 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:uujfARd3msJMz82ABeGG5AylzUO-nwgz?_ybk4jsqL1dJT0R7eqZsKLehxo3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=3x4 =1.5x4 =1.5x4
=4x4
=1.5x4 =1.5x4 =1.5x4
=3x4
1 5
8 7 6
42
1613
1514
3
T1 T1
B1
ST2
ST1 ST1
0-4-2
14-0-13
6-8-5
13-8-11
7-0-7
7-0-7
14-0-135-10-100-0-45-6-14Scale = 1:33.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 46 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 14-0-13.
(lb) -Max Horiz 1=-149 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 6=-179 (LC 17),
8=-182 (LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=373 (LC23), 7=279 (LC 2), 8=373 (LC 22)
17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-297/221, 4-6=-297/220
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-5 to 3-0-11, Interior (1) 3-0-11 to 7-0-11, Exterior(2R) 7-0-11 to 10-0-11, Interior (1) 10-0-11 to 14-1-2 zone; cantilever left and right exposed ; end vertical left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=182, 6=178.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V02 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:uujfARd3msJMz82ABeGG5AylzUO-nwgz?_ybk4jsqL1dJT0R7eqZzKL5hyk3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=3x4 =1.5x4 =1.5x4
=4x4
=1.5x4 =1.5x4 =1.5x4
=3x4
1 5
8 7 6
2 4
13 16
14 15
3
T1 T1
B1
ST2
ST1 ST1
0-4-2
11-8-0
5-5-14
11-3-14
5-10-0
5-10-0
11-8-04-10-100-0-44-6-14Scale = 1:29.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.09 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 37 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 11-8-0.
(lb) -Max Horiz 1=-123 (LC 12)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-176 (LC 17),
8=-181 (LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 7 except 6=383 (LC23), 8=383 (LC 22)
18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-361/303, 4-6=-361/302
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-5 to 3-0-5, Interior (1) 3-0-5 to 5-10-5, Exterior(2R) 5-10-5 to 8-10-5, Interior (1) 8-10-5 to 11-8-5 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=180, 6=176.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V03 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-nwgz?_ybk4jsqL1dJT0R7eqZgKLxhzI3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=3x4 =1.5x4
=4x4
=3x4
1 3
4
129
10 11
2
T1 T1
B1
ST1
0-4-2
9-3-4
4-3-8
8-11-2
4-7-10
4-7-10
9-3-43-10-100-0-43-6-14Scale = 1:25.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 27 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 9-3-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=16/9-3-4, (min. 0-1-8), 3=16/9-3-4, (min. 0-1-8), 4=624/9-3-4,
(min. 0-1-8)
Max Horiz 1=-96 (LC 12)
Max Uplift 1=-41 (LC 23), 3=-41 (LC 22), 4=-157 (LC 16)
Max Grav 1=60 (LC 35), 3=60 (LC 36), 4=706 (LC 2)
19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-161/305, 2-11=-155/305
BOT CHORD 1-4=-257/242, 3-4=-257/242
WEBS 2-4=-527/333
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-5 to 3-0-5, Interior (1) 3-0-5 to 4-7-15, Exterior(2R) 4-7-15 to 7-7-15, Interior (1) 7-7-15 to 9-3-8 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 1, 41 lb uplift at joint 3 and 157 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V04 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-nwgz?_ybk4jsqL1dJT0R7eqXIKI?hy83X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=3x4
=4x4
=1.5x4 =3x4
1 3
4
9 10
2
T1 T1
B1
ST1
0-4-2
6-10-7
3-1-1
6-6-5
3-5-3
3-5-3
6-10-72-10-100-0-42-6-14Scale = 1:22.6
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.16 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 20 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-10-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=41/6-10-7, (min. 0-1-8), 3=41/6-10-7, (min. 0-1-8),
4=405/6-10-7, (min. 0-1-8)
Max Horiz 1=-70 (LC 12)
Max Uplift 3=-5 (LC 12), 4=-88 (LC 16)
Max Grav 1=76 (LC 22), 3=76 (LC 23), 4=457 (LC 2)
20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-316/224
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-5 to 3-0-5, Interior (1) 3-0-5 to 3-5-8, Exterior(2R) 3-5-8 to 6-5-8, Interior (1) 6-5-8 to 6-10-12 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 3 and 88 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V05 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:M5H2NnehX9SDaHdMlMnVdNylzUN-nwgz?_ybk4jsqL1dJT0R7eqa6KK0hzX3X3tLGPyIeuX
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
1012
=2x4
=3x4
=2x4
1 3
2
T1 T1
B1
0-4-2
4-5-10
1-10-11
4-1-8
2-2-13
2-2-13
4-5-101-10-100-0-41-6-14Scale = 1:20.4
Plate Offsets (X, Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 11 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=158/4-5-10, (min. 0-1-8), 3=158/4-5-10, (min. 0-1-8)
Max Horiz 1=-44 (LC 14)
Max Uplift 1=-22 (LC 16), 3=-22 (LC 17)
Max Grav 1=188 (LC 22), 3=188 (LC 23)
21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 22 lb uplift at joint 3.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V06 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:qYb4af?UuRnkKyrWfNubEwyIfD6-F6DLCKyEVOrjSVcqsBXgfsNmZkh7QR?DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
10 12
=2x4
=3x4
=2x4
1 3
2
T1 T1
B1
0-4-2
2-0-13
0-8-5
1-8-11
1-0-7
1-0-7
2-0-130-10-100-0-40-6-14Scale = 1:18.7
Plate Offsets (X, Y):[2:0-2-0,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.03 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL)0.00 3 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 4 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide.
REACTIONS (lb/size)1=73/2-0-13, (min. 0-1-8), 3=73/2-0-13, (min. 0-1-8)
Max Horiz 1=-18 (LC 12)
Max Uplift 1=-11 (LC 16), 3=-11 (LC 17)
Max Grav 1=83 (LC 2), 3=83 (LC 2)
22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 11 lb uplift at joint 3.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V07 1 12107372-12T Valley Job Reference (optional)
Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:YTBsh47mXV2JXUcREU3ye0yIfCy-F6DLCKyEVOrjSVcqsBXgfsNn3kiIQR?DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4 =3x4
=4x4
=3x4
1 11
21 20 19 18 17 16 15 14 13 12
102
93
272684
75
6
T1 T1
B1 B2
ST5
ST4
ST3
ST2
ST1
ST4
ST3
ST2
ST1
0-6-15
21-6-1
10-2-1
20-11-2
10-9-0
10-9-0
21-6-15-4-120-0-45-1-1Scale = 1:39
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 11 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 77 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 21-6-1.
(lb) -Max Horiz 1=92 (LC 20)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 12, 13, 14, 15, 17, 18, 20,
21
Max Grav All reactions 250 (lb) or less at joint(s) 1, 11, 12, 13, 14, 15, 16,17, 18, 20, 21
23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CCorner(3E) 0-0-8 to 2-9-8, Exterior(2N) 2-9-8 to 10-9-8, Corner(3R) 10-9-8 to 13-9-8, Exterior(2N) 13-9-8 to 21-6-9 zone; cantilever left and right exposed ; end vertical left andright exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1.
4)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
5)Unbalanced snow loads have been considered for this design.
6)All plates are 1.5x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 18, 20, 21, 15, 14, 13, 12.
11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V08 1 12107372-12T Valley Job Reference (optional)
Run: 8.31 S Feb 11 2020 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:11sgClcZ4HqlGzl0tRw1VZzr5k_-F6DLCKyEVOrjSVcqsBXgfsNnSkitQQvDmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4
=1.5x4 =1.5x4
=3x4 =1.5x4
=4x4
=1.5x4 =1.5x4
=3x4
1
9 8 7 6
5
15101114
2 4
12 13
3
T1 T1
B1 B2
ST2
ST1 ST1
0-6-15
17-6-1
8-2-1
16-11-2
8-9-0
8-9-0
17-6-14-4-120-0-44-1-1Scale = 1:32.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.12 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.08 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-SH
BCDL 10.0 Weight: 49 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 17-6-1.
(lb) -Max Horiz 1=72 (LC 16)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-137 (LC 17),
9=-138 (LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5, 7 except 6=431 (LC23), 9=431 (LC 22)
24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-9=-329/195, 4-6=-329/195
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-7-9 to 3-7-9, Interior (1) 3-7-9 to 8-9-8, Exterior(2R) 8-9-8 to 11-9-8, Interior (1) 11-9-8 to 16-11-8 zone; cantilever left and right exposed ; end vertical left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=137, 6=137.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V09 1 12107372-12T Valley Job Reference (optional)
Run: 8.31 S Feb 11 2020 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:zQzQdQepbv4TVHvO_szVa_zr5jy-F6DLCKyEVOrjSVcqsBXgfsNkykhxQQmDmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4 =1.5x4 =1.5x4
=1.5x4
=4x4
=1.5x4 =1.5x4
=3x4
1 5
8 7 6
13 16
2 4
14 15
3
T1 T1
B1
ST2
ST1 ST1
0-6-15
13-6-1
6-2-1
12-11-2
6-9-0
6-9-0
13-6-13-4-120-0-43-1-1Scale = 1:26.7
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.10 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 5 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MSH
BCDL 10.0 Weight: 36 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 13-6-1.
(lb) -Max Horiz 1=57 (LC 20)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-109 (LC 17),
8=-110 (LC 16)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=374 (LC23), 7=301 (LC 2), 8=374 (LC 22)
25 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-311/204, 4-6=-311/204
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-8 to 2-9-8, Interior (1) 2-9-8 to 6-9-8, Exterior(2R) 6-9-8 to 9-9-8, Interior (1) 9-9-8 to 13-6-9 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=110, 6=109.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V10 1 12107372-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:O?fZFSghuqS2Mkdzg_WCCczr5jv-F6DLCKyEVOrjSVcqsBXgfsNkFkhEQQvDmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
612
=3x4
=4x4
=1.5x4 =3x4
1 3
4
129
10 11
2
T1 T1
B1
ST1
0-6-15
9-6-1
4-2-1
8-11-2
4-9-0
4-9-0
9-6-12-4-120-0-42-1-1Scale = 1:21.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.29 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 4 n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 24 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 9-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=37/9-6-1, (min. 0-1-8), 3=37/9-6-1, (min. 0-1-8), 4=600/9-6-1,
(min. 0-1-8)
Max Horiz 1=39 (LC 20)
Max Uplift 1=-21 (LC 23), 3=-21 (LC 22), 4=-91 (LC 16)
Max Grav 1=97 (LC 22), 3=97 (LC 23), 4=678 (LC 2)
26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-190/289, 9-10=-180/323, 2-10=-180/360, 2-11=-171/360, 11-12=-172/323, 3-12=-182/289
BOT CHORD 1-4=-290/241, 3-4=-290/241
WEBS 2-4=-494/310
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior(2E) 0-0-8 to 3-0-8, Interior (1) 3-0-8 to 4-9-8, Exterior(2R) 4-9-8 to 7-9-8, Interior (1) 7-9-8 to 9-6-9 zone; cantilever left and right exposed ; end vertical left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 21 lb uplift at joint 3 and 91 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V11 1 12107372-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:sBDxTohJf7av_uC9Di1Rkqzr5ju-F6DLCKyEVOrjSVcqsBXgfsNjOkeHQQ8DmjcuoryIeuW
DE Job# 88399-W1
\
Dansco Engineering, LLC
Date: 11/16/2021
WARNING – VERIFY DESIGN PARAMETERS AND READ NOTES BEFORE FABRICATION AND INSTALLATION!!! This truss design is adequate for the design parameters shown. Review and approval of design parameters is the responsibility of the building designer, not the truss designer or truss engineer. Permanent bracing requirements against out-of-plane buckling are noted/shown for individual truss members (and for the truss as a whole) subjected to gravity and wind loads. Additional permanent bracing design shall be the responsibility of the design professional of record. Temporary and erection bracing shall be the responsibility of the contractor. Reference ANSI/TPI-1, “National Design Standard for Metal Plate Connected Wood Truss Construction” and TPI/WTCA BCSI-06, “Building Component Safety Information Guide to Good Practice for Handling, Installing, Restraining and Bracing of Metal Plate Connected Wood Trusses” for additional information.
6 12
=2x4
=4x4
=1.5x4 =2x4
1 3
4
2
T1 T1
B1
ST1
0-6-15
5-6-1
2-2-1
4-11-2
2-9-0
2-9-0
5-6-11-4-120-0-41-1-1Scale = 1:17.8
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
Snow (Pf/Pg)15.4/20.0 Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999
TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL)n/a -n/a n/a
BCLL 0.0 Code IRC2018/TPI2014 Matrix-MP
BCDL 10.0 Weight: 13 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF Stud
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size)1=52/5-6-1, (min. 0-1-8), 3=52/5-6-1, (min. 0-1-8), 4=287/5-6-1,
(min. 0-1-8)
Max Horiz 1=22 (LC 16)
Max Uplift 1=-13 (LC 16), 3=-18 (LC 17), 4=-37 (LC 16)
Max Grav 1=81 (LC 22), 3=81 (LC 23), 4=324 (LC 2)
27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plategrip DOL=1.60
3)TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pg=20.0 psf; Pf=15.4 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.;
Ce=1.0; Cs=1.00; Ct=1.10
4)Unbalanced snow loads have been considered for this design.
5)Gable requires continuous bottom chord bearing.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1, 18 lb uplift at joint 3 and 37 lb uplift at joint 4.
8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply DWH - Gramercy-2 Lot 72
V12 1 12107372-12T Valley Job Reference (optional)
Run: 8.31 S Jul 27 2019 Print: 8.510 S Oct 22 2021 MiTek Industries, Inc. Tue Nov 16 10:29:33 Page: 1
ID:Gmv45qjCy2zTrMxkvqb8MSzr5jr-F6DLCKyEVOrjSVcqsBXgfsNmHkhOQRDDmjcuoryIeuW