HomeMy WebLinkAboutB14-0042 REV5 Truss B1F1 ApprovedRe:
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.
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by
Ong, Choo Soon
Lion’s Ridge / Bldg 1 / 1st Floor
Pages or sheets covered by this seal: R43259696 thru R43259700
My license renewal date for the state of Colorado is
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
October 31, 2015.
Alpine Truss-Montrose, CO.
03042-14
7777 Greenback Lane
Suite 109
Citrus Heights, CA, 95610
Telephone 916/676-1900
Fax 916/676-1909
MiTek USA, Inc.
November 19,2014
Job
03042-14
Truss
F01
Truss Type
Floor
Qty
92
Ply
1
Lion’s Ridge / Bldg 1 / 1st Floor
Job Reference (optional)
R43259696
7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:13 2014 Page 1 Alpine Truss, Montrose, CO - 81401
ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-3ckuH1L95rhJ1WhFkc9vyFP_mwLV5w2w2szpLAyHsuC
Scale = 1:37.2
1 2 3 4 5 6 7 8 9 10 11
18 17 16 15 14 13 12
3x8 M18SHS FP
3x4
3x8
3x4 3x6 FP
3x4
2x4 4x8
4x8
2x4 3x4
3x8
4x8
4x8
2x4
3x4
3x4
2x4
21-8-12
5-1-8
5-1-8
10-1-8
5-0-0
10-3-0
0-1-8
10-11-0
0-8-0
11-7-0
0-8-0
11-7-4
0-0-4
21-8-12
10-1-8
2-5-4 1-2-12
1-
8
-
0
1-
8
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [14:0-1-8,Edge], [15:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
25.0
0.0
15.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.35
0.55
0.79
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.50
0.09
(loc)
15
15-17
12
l/defl
>999
>518
n/a
L/d
960
480
n/a
PLATES
MT20
M18SHS
Weight: 84 lb FT = 0%F, 0%E
GRIP
169/123
197/144
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 WW Stud(flat) *Except*
W3: 2x4 SPF 1650F 1.5E(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)18=1146/0-4-4 (min. 0-1-8), 12=1146/0-4-4 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2931/0, 3-4=-2931/0, 4-5=-3999/0, 5-6=-3999/0, 6-7=-3999/0, 7-8=-2931/0,
8-9=-2931/0, 9-10=-2931/0
BOT CHORD 17-18=0/1686, 16-17=0/3650, 15-16=0/3650, 14-15=0/3999, 13-14=0/3650, 12-13=0/1686
WEBS 2-18=-1968/0, 2-17=0/1463, 4-17=-845/0, 4-15=0/606, 10-12=-1968/0, 10-13=0/1463,
7-13=-845/0, 7-14=0/606
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 7777 Greenback Lane, Suite 109
Citrus Heights, CA, 95610
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
November 19,2014
Job
03042-14
Truss
F02
Truss Type
Floor
Qty
31
Ply
1
Lion’s Ridge / Bldg 1 / 1st Floor
Job Reference (optional)
R43259697
7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:15 2014 Page 1 Alpine Truss, Montrose, CO - 81401
ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-??sehjNPdSx0Hqrds0BN1gUIPj0gZnLDWASwQ3yHsuA
Scale = 1:56.7
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
28 27 26 25 24 23 22 21 20 19 18
3x6 FP
3x4
3x8
3x6 3x6 FP
3x4
2x4
4x8
3x6 4x6
4x8
2x4 3x4 6x10
4x10
3x4 4x6
2x4
4x8
3x4
3x8
6x6
4x10
3x6 6x6
3x6 FP
3x6 FP
2x4
10-11-0
10-11-0
11-7-0
0-8-0
12-1-4
0-6-4
24-7-4
12-6-0
24-8-0
0-0-12
33-0-4
8-4-4
2-5-4 1-8-12 1-6-10 1-6-10
1-
8
-
0
1-
8
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,Edge], [25:0-1-8,0-0-0], [26:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
25.0
0.0
15.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.47
0.64
0.99
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.23
-0.61
0.07
(loc)
26-27
26-27
20
l/defl
>999
>482
n/a
L/d
960
480
n/a
PLATES
MT20
Weight: 145 lb FT = 0%F, 0%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 WW Stud(flat) *Except*
W3: 2x4 SPF 1650F 1.5E(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size)28=1075/0-4-4 (min. 0-1-8), 20=2633/0-5-8 (min. 0-1-8), 18=-212/0-4-4 (min. 0-1-8)
Max Uplift 18=-423(LC 3)
Max Grav 28=1079(LC 3), 20=2633(LC 1), 18=108(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2716/0, 3-4=-2716/0, 4-5=-3510/0, 5-6=-3510/0, 6-7=-2912/0, 7-8=-2912/0,
8-9=-2912/0, 9-10=-530/0, 10-11=-530/0, 11-12=-524/0, 12-13=0/3644, 13-14=0/3630,
14-15=0/1862, 15-16=0/1862
BOT CHORD 27-28=0/1579, 26-27=0/3326, 25-26=0/3510, 24-25=0/3510, 23-24=0/1919, 22-23=0/1919,
21-22=-1428/0, 20-21=-1428/0, 19-20=-2693/0, 18-19=-858/0
WEBS 13-20=-255/0, 2-28=-1843/0, 2-27=0/1336, 4-27=-717/0, 4-26=-26/423, 12-20=-2600/0,
12-22=0/2218, 9-22=-1628/0, 9-24=0/1174, 6-24=-850/0, 16-18=0/991, 16-19=-1167/0,
14-19=0/1285, 14-20=-1443/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 18.
3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 7777 Greenback Lane, Suite 109
Citrus Heights, CA, 95610
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
November 19,2014
Job
03042-14
Truss
F03
Truss Type
Floor
Qty
67
Ply
1
Lion’s Ridge / Bldg 1 / 1st Floor
Job Reference (optional)
R43259698
7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:16 2014 Page 1 Alpine Truss, Montrose, CO - 81401
ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-TBP1v3O1Om3tu_QqPkicau0Wi7KOIF_NkqBUyVyHsu9
Scale = 1:42.8
1 2 3 4 5 6 7 8 9 10 11 12 13 14
24 23 22 21 20 19 18 17 16 15
3x6 FP
3x4
3x4
4x6
3x4
3x6 FP
5x6
3x6
3x6
4x6 4x8
4x10
2x4 6x6 3x4
4x6
4x8
4x10
2x4
6x6
3x4
6x8
3x4
3x4
3x4
3x6
3x4 3x4
3x6
3x6
10-1-8
10-1-8
10-3-0
0-1-8
10-11-0
0-8-0
11-9-0
0-10-0
24-6-12
12-9-12
2-5-4 1-6-0
1-
8
-
0
0-
1
-
8
1-
8
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [7:0-3-0,Edge], [15:Edge,0-1-8], [19:0-3-0,0-0-0], [20:0-3-0,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
25.0
0.0
15.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.31
0.73
0.90
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.24
-0.61
0.10
(loc)
18-19
18-19
15
l/defl
>999
>481
n/a
L/d
960
480
n/a
PLATES
MT20
Weight: 122 lb FT = 0%F, 0%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF 1650F 1.5E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 WW Stud(flat) *Except*
W3: 2x4 SPF 1650F 1.5E(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)24=1297/0-4-4 (min. 0-1-8), 15=1297/0-4-4 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3410/0, 3-4=-3410/0, 4-5=-3413/0, 5-6=-5472/0, 6-7=-5472/0, 7-8=-5392/0,
8-9=-5392/0, 9-10=-5392/0, 10-11=-3413/0, 11-12=-3410/0, 12-13=-3410/0
BOT CHORD 23-24=0/1932, 22-23=0/4655, 21-22=0/4656, 20-21=0/4655, 19-20=0/5472, 18-19=0/5472,
17-18=0/4629, 16-17=0/4628, 15-16=0/1932
WEBS 6-20=-270/0, 2-24=-2255/0, 2-23=0/1736, 5-23=-1448/0, 5-20=0/1076, 13-15=-2255/0,
13-16=0/1736, 10-16=-1416/0, 10-18=0/878, 8-18=-281/0, 7-18=-457/242
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 7777 Greenback Lane, Suite 109
Citrus Heights, CA, 95610
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
November 19,2014
Job
03042-14
Truss
F04
Truss Type
Floor
Qty
4
Ply
1
Lion’s Ridge / Bldg 1 / 1st Floor
Job Reference (optional)
R43259699
7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:17 2014 Page 1 Alpine Truss, Montrose, CO - 81401
ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-xNzP6OOf94BkW8?0zRDr75ZemXiM1jUWzUx1UxyHsu8
Scale = 1:51.8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
24 23 22 21 20 19 18 17 16
3x6 FP
3x4
3x6
3x4 3x6 FP
3x4
2x4
4x4
2x4
4x8
2x4 4x6
4x8
2x4 3x4 4x10
4x10
2x4
3x8
3x6
3x4
5x6
2x4 4x6
10-3-0
10-3-0
10-11-0
0-8-0
11-7-4
0-8-4
21-8-0
10-0-12
21-10-0
0-2-0
30-2-4
8-4-4
2-5-4 1-4-4 1-7-4 1-7-4
1-
8
-
0
1-
8
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [5:0-1-8,Edge], [6:0-1-8,0-0-0], [21:0-1-8,Edge], [22:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
25.0
0.0
15.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.48
0.56
0.89
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.19
-0.51
0.05
(loc)
22-23
22-23
18
l/defl
>999
>502
n/a
L/d
960
480
n/a
PLATES
MT20
Weight: 115 lb FT = 0%F, 0%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 WW Stud(flat) *Except*
W3: 2x4 SPF 1650F 1.5E(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS.(lb/size)24=978/0-4-4 (min. 0-1-8), 18=2207/0-5-8 (min. 0-1-8), 16=9/0-4-4 (min. 0-1-8)
Max Uplift 16=-201(LC 3)
Max Grav 24=983(LC 3), 18=2207(LC 1), 16=213(LC 4)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2401/0, 3-4=-2401/0, 4-5=-2862/0, 5-6=-2862/0, 6-7=-2862/0, 7-8=-1136/0,
8-9=-1136/0, 9-10=-1136/0, 10-11=0/2329, 11-12=0/2329, 12-13=0/1065, 13-14=0/1065
BOT CHORD 23-24=0/1423, 22-23=0/2858, 21-22=0/2862, 20-21=0/2142, 19-20=0/2142, 18-19=-460/0,
17-18=-1653/0, 16-17=-460/139
WEBS 6-21=-314/0, 2-24=-1661/0, 2-23=0/1149, 4-23=-537/0, 10-18=-2196/0, 10-19=0/1806,
7-19=-1192/0, 7-21=0/921, 14-16=-162/537, 14-17=-714/0, 12-17=0/959, 12-18=-1111/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 16.
3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 7777 Greenback Lane, Suite 109
Citrus Heights, CA, 95610
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
November 19,2014
Job
03042-14
Truss
F05
Truss Type
Floor
Qty
12
Ply
1
Lion’s Ridge / Bldg 1 / 1st Floor
Job Reference (optional)
R43259700
7.600 s Sep 23 2014 MiTek Industries, Inc. Tue Nov 18 16:23:18 2014 Page 1 Alpine Truss, Montrose, CO - 81401
ID:6H?QcMI6c4e8LHnD43dQbjzXm0O-QaXnKkPIwNKb8IaCX9k4fJ6t6x7QmItfC8ga1OyHsu7
Scale = 1:17.0
1 2 3 4 5
9 8 7 6
3x4
3x6
3x4
3x6
3x4
2x4
3x4
3x4
2x4
9-0-8
9-0-8
2-5-4 0-11-12
1-
8
-
0
1-
8
-
0
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [2:0-1-8,Edge], [3:0-1-8,Edge], [7:0-1-8,Edge], [8:0-1-8,Edge]
LOADING (psf)
TCLL
TCDL
BCLL
BCDL
40.0
25.0
0.0
15.0
SPACING-
Plate Grip DOL
Lumber DOL
Rep Stress Incr
Code
1-4-0
1.00
1.00
YES
IBC2012/TPI2007
CSI.
TC
BC
WB
(Matrix)
0.25
0.25
0.30
DEFL.
Vert(LL)
Vert(TL)
Horz(TL)
in
-0.04
-0.22
0.01
(loc)
6-7
6-7
6
l/defl
>999
>487
n/a
L/d
960
480
n/a
PLATES
MT20
Weight: 37 lb FT = 0%F, 0%E
GRIP
169/123
LUMBER-
TOP CHORD 2x4 SPF 2400F 2.0E(flat)
BOT CHORD 2x4 SPF 2400F 2.0E(flat)
WEBS 2x4 WW Stud(flat)
BRACING-
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS.(lb/size)9=469/0-2-4 (min. 0-1-8), 6=469/0-4-4 (min. 0-1-8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-648/0, 3-4=-648/0
BOT CHORD 8-9=0/648, 7-8=0/648, 6-7=0/566
WEBS 2-9=-752/0, 4-6=-661/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9.
3) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity 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 7777 Greenback Lane, Suite 109
Citrus Heights, CA, 95610
ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information
November 19,2014
ed
g
e
o
f
t
r
u
s
s
.
fr
o
m
o
u
t
s
i
d
e
"
16
/1
-
0
PR
O
D
U
C
T
C
O
D
E
A
P
P
R
O
V
A
L
S
JO
I
N
T
S
A
R
E
G
E
N
E
R
A
L
L
Y
N
U
M
B
E
R
E
D
/
L
E
T
T
E
R
E
D
C
L
O
C
K
W
I
S
E
AR
O
U
N
D
T
H
E
T
R
U
S
S
S
T
A
R
T
I
N
G
A
T
T
H
E
J
O
I
N
T
F
A
R
T
H
E
S
T
T
O
TH
E
L
E
F
T
.
CH
O
R
D
S
A
N
D
W
E
B
S
A
R
E
I
D
E
N
T
I
F
I
E
D
B
Y
E
N
D
J
O
I
N
T
NU
M
B
E
R
S
/
L
E
T
T
E
R
S
.
W
4
-
6
W3-6
W
3
-
7
W2-7
W1-7
C1-8
C5
-
6
C6
-
7
C7
-
8
C4-5
C3-
4
C2
-
3
C1
-
2
TOP CHORD
TOP CHORD
8
7
6
5 4
3
2
1
BO
T
T
O
M
C
H
O
R
D
S
TO
P
C
H
O
R
D
S
BE
A
R
I
N
G
LA
T
E
R
A
L
B
R
A
C
I
N
G
L
O
C
A
T
I
O
N
In
d
i
c
a
t
e
s
l
o
c
a
t
i
o
n
w
h
e
r
e
b
e
a
r
i
n
g
s
(s
u
p
p
o
r
t
s
)
o
c
c
u
r
.
I
c
o
n
s
v
a
r
y
b
u
t
re
a
c
t
i
o
n
s
e
c
t
i
o
n
i
n
d
i
c
a
t
e
s
j
o
i
n
t
nu
m
b
e
r
w
h
e
r
e
b
e
a
r
i
n
g
s
o
c
c
u
r
.
Mi
n
s
i
z
e
s
h
o
w
n
i
s
f
o
r
c
r
u
s
h
i
n
g
o
n
l
y
.
In
d
i
c
a
t
e
d
b
y
s
y
m
b
o
l
s
h
o
w
n
a
n
d
/
o
r
by
t
e
x
t
i
n
t
h
e
b
r
a
c
i
n
g
s
e
c
t
i
o
n
o
f
t
h
e
ou
t
p
u
t
.
U
s
e
T
o
r
I
b
r
a
c
i
n
g
if
i
n
d
i
c
a
t
e
d
.
Th
e
f
i
r
s
t
d
i
m
e
n
s
i
o
n
i
s
t
h
e
p
l
a
t
e
wi
d
t
h
m
e
a
s
u
r
e
d
p
e
r
p
e
n
d
i
c
u
l
a
r
to
s
l
o
t
s
.
S
e
c
o
n
d
d
i
m
e
n
s
i
o
n
i
s
th
e
l
e
n
g
t
h
p
a
r
a
l
l
e
l
t
o
s
l
o
t
s
.
4
x
4
PL
A
T
E
S
I
Z
E
Th
i
s
s
y
m
b
o
l
i
n
d
i
c
a
t
e
s
t
h
e
re
q
u
i
r
e
d
d
i
r
e
c
t
i
o
n
o
f
s
l
o
t
s
i
n
co
n
n
e
c
t
o
r
p
l
a
t
e
s
.
"
16
/1
Fo
r
4
x
2
o
r
i
e
n
t
a
t
i
o
n
,
l
o
c
a
t
e
pl
a
t
e
s
0
-
Ce
n
t
e
r
p
l
a
t
e
o
n
j
o
i
n
t
u
n
l
e
s
s
x
,
y
of
f
s
e
t
s
a
r
e
i
n
d
i
c
a
t
e
d
.
Di
m
e
n
s
i
o
n
s
a
r
e
i
n
f
t
-
i
n
-
s
i
x
t
e
e
n
t
h
s
.
Ap
p
l
y
p
l
a
t
e
s
t
o
b
o
t
h
s
i
d
e
s
o
f
t
r
u
s
s
an
d
f
u
l
l
y
e
m
b
e
d
t
e
e
t
h
.
1
"4/3
PL
A
T
E
L
O
C
A
T
I
O
N
A
N
D
O
R
I
E
N
T
A
T
I
O
N
Sy
m
b
o
l
s
Nu
m
b
e
r
i
n
g
S
y
s
t
e
m
1.
A
d
d
i
t
i
o
n
a
l
s
t
a
b
i
l
i
t
y
b
r
a
c
i
n
g
f
o
r
t
r
u
s
s
s
y
s
t
e
m
,
e
.
g
.
d
i
a
g
o
n
a
l
o
r
X
-
b
r
a
c
i
n
g
,
i
s
a
l
w
a
y
s
r
e
q
u
i
r
e
d
.
S
e
e
B
C
S
I
.
2.
T
r
u
s
s
b
r
a
c
i
n
g
m
u
s
t
b
e
d
e
s
i
g
n
e
d
b
y
a
n
e
n
g
i
n
e
e
r
.
F
o
r
w
i
d
e
t
r
u
s
s
s
p
a
c
i
n
g
,
i
n
d
i
v
i
d
u
a
l
l
a
t
e
r
a
l
b
r
a
c
e
s
t
h
e
m
s
e
l
v
e
s
m
a
y
r
e
q
u
i
r
e
b
r
a
c
i
n
g
,
o
r
a
l
t
e
r
n
a
t
i
v
e
T
o
r
I
b
r
a
c
i
n
g
s
h
o
u
l
d
b
e
c
o
n
s
i
d
e
r
e
d
.
3.
N
e
v
e
r
e
x
c
e
e
d
t
h
e
d
e
s
i
g
n
l
o
a
d
i
n
g
s
h
o
w
n
a
n
d
n
e
v
e
r
s
t
a
c
k
m
a
t
e
r
i
a
l
s
o
n
i
n
a
d
e
q
u
a
t
e
l
y
b
r
a
c
e
d
t
r
u
s
s
e
s
.
4.
P
r
o
v
i
d
e
c
o
p
i
e
s
o
f
t
h
i
s
t
r
u
s
s
d
e
s
i
g
n
t
o
t
h
e
b
u
i
l
d
i
n
g
d
e
s
i
g
n
e
r
,
e
r
e
c
t
i
o
n
s
u
p
e
r
v
i
s
o
r
,
p
r
o
p
e
r
t
y
o
w
n
e
r
a
n
d
a
l
l
o
t
h
e
r
i
n
t
e
r
e
s
t
e
d
p
a
r
t
i
e
s
.
5.
C
u
t
m
e
m
b
e
r
s
t
o
b
e
a
r
t
i
g
h
t
l
y
a
g
a
i
n
s
t
e
a
c
h
o
t
h
e
r
.
6.
P
l
a
c
e
p
l
a
t
e
s
o
n
e
a
c
h
f
a
c
e
o
f
t
r
u
s
s
a
t
e
a
c
h
j
o
i
n
t
a
n
d
e
m
b
e
d
f
u
l
l
y
.
K
n
o
t
s
a
n
d
w
a
n
e
a
t
j
o
i
n
t
l
o
c
a
t
i
o
n
s
a
r
e
r
e
g
u
l
a
t
e
d
b
y
A
N
S
I
/
T
P
I
1
.
7.
D
e
s
i
g
n
a
s
s
u
m
e
s
t
r
u
s
s
e
s
w
i
l
l
b
e
s
u
i
t
a
b
l
y
p
r
o
t
e
c
t
e
d
f
r
o
m
t
h
e
e
n
v
i
r
o
n
m
e
n
t
i
n
a
c
c
o
r
d
w
i
t
h
A
N
S
I
/
T
P
I
1
.
8.
U
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
,
m
o
i
s
t
u
r
e
c
o
n
t
e
n
t
o
f
l
u
m
b
e
r
s
h
a
l
l
n
o
t
e
x
c
e
e
d
1
9
%
a
t
t
i
m
e
o
f
f
a
b
r
i
c
a
t
i
o
n
.
9.
U
n
l
e
s
s
e
x
p
r
e
s
s
l
y
n
o
t
e
d
,
t
h
i
s
d
e
s
i
g
n
i
s
n
o
t
a
p
p
l
i
c
a
b
l
e
f
o
r
u
s
e
w
i
t
h
f
i
r
e
r
e
t
a
r
d
a
n
t
,
p
r
e
s
e
r
v
a
t
i
v
e
t
r
e
a
t
e
d
,
o
r
g
r
e
e
n
l
u
m
b
e
r
.
10
.
C
a
m
b
e
r
i
s
a
n
o
n
-
s
t
r
u
c
t
u
r
a
l
c
o
n
s
i
d
e
r
a
t
i
o
n
a
n
d
i
s
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
t
r
u
s
s
f
a
b
r
i
c
a
t
o
r
.
G
e
n
e
r
a
l
p
r
a
c
t
i
c
e
i
s
t
o
c
a
m
b
e
r
f
o
r
d
e
a
d
l
o
a
d
d
e
f
l
e
c
t
i
o
n
.
11
.
P
l
a
t
e
t
y
p
e
,
s
i
z
e
,
o
r
i
e
n
t
a
t
i
o
n
a
n
d
l
o
c
a
t
i
o
n
d
i
m
e
n
s
i
o
n
s
i
n
d
i
c
a
t
e
d
a
r
e
m
i
n
i
m
u
m
p
l
a
t
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
.
12
.
L
u
m
b
e
r
u
s
e
d
s
h
a
l
l
b
e
o
f
t
h
e
s
p
e
c
i
e
s
a
n
d
s
i
z
e
,
a
n
d
i
n
a
l
l
r
e
s
p
e
c
t
s
,
e
q
u
a
l
t
o
o
r
b
e
t
t
e
r
t
h
a
n
t
h
a
t
s
p
e
c
i
f
i
e
d
.
13
.
T
o
p
c
h
o
r
d
s
m
u
s
t
b
e
s
h
e
a
t
h
e
d
o
r
p
u
r
l
i
n
s
p
r
o
v
i
d
e
d
a
t
s
p
a
c
i
n
g
i
n
d
i
c
a
t
e
d
o
n
d
e
s
i
g
n
.
14
.
B
o
t
t
o
m
c
h
o
r
d
s
r
e
q
u
i
r
e
l
a
t
e
r
a
l
b
r
a
c
i
n
g
a
t
1
0
f
t
.
s
p
a
c
i
n
g
,
o
r
l
e
s
s
,
i
f
n
o
c
e
i
l
i
n
g
i
s
i
n
s
t
a
l
l
e
d
,
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
n
o
t
e
d
.
15
.
C
o
n
n
e
c
t
i
o
n
s
n
o
t
s
h
o
w
n
a
r
e
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
o
t
h
e
r
s
.
16
.
D
o
n
o
t
c
u
t
o
r
a
l
t
e
r
t
r
u
s
s
m
e
m
b
e
r
o
r
p
l
a
t
e
w
i
t
h
o
u
t
p
r
i
o
r
a
p
p
r
o
v
a
l
o
f
a
n
e
n
g
i
n
e
e
r
.
17
.
I
n
s
t
a
l
l
a
n
d
l
o
a
d
v
e
r
t
i
c
a
l
l
y
u
n
l
e
s
s
i
n
d
i
c
a
t
e
d
o
t
h
e
r
w
i
s
e
.
18
.
U
s
e
o
f
g
r
e
e
n
o
r
t
r
e
a
t
e
d
l
u
m
b
e
r
m
a
y
p
o
s
e
u
n
a
c
c
e
p
t
a
b
l
e
e
n
v
i
r
o
n
m
e
n
t
a
l
,
h
e
a
l
t
h
o
r
p
e
r
f
o
r
m
a
n
c
e
r
i
s
k
s
.
C
o
n
s
u
l
t
w
i
t
h
p
r
o
j
e
c
t
e
n
g
i
n
e
e
r
b
e
f
o
r
e
u
s
e
.
19
.
R
e
v
i
e
w
a
l
l
p
o
r
t
i
o
n
s
o
f
t
h
i
s
d
e
s
i
g
n
(
f
r
o
n
t
,
b
a
c
k
,
w
o
r
d
s
a
n
d
p
i
c
t
u
r
e
s
)
b
e
f
o
r
e
u
s
e
.
R
e
v
i
e
w
i
n
g
p
i
c
t
u
r
e
s
a
l
o
n
e
i
s
n
o
t
s
u
f
f
i
c
i
e
n
t
.
20
.
D
e
s
i
g
n
a
s
s
u
m
e
s
m
a
n
u
f
a
c
t
u
r
e
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
A
N
S
I
/
T
P
I
1
Q
u
a
l
i
t
y
C
r
i
t
e
r
i
a
.
Fa
i
l
u
r
e
t
o
F
o
l
l
o
w
C
o
u
l
d
C
a
u
s
e
P
r
o
p
e
r
t
y
Da
m
a
g
e
o
r
P
e
r
s
o
n
a
l
I
n
j
u
r
y
Ge
n
e
r
a
l
S
a
f
e
t
y
N
o
t
e
s
*
Pl
a
t
e
l
o
c
a
t
i
o
n
d
e
t
a
i
l
s
a
v
a
i
l
a
b
l
e
i
n
M
i
T
e
k
2
0
/
2
0
so
f
t
w
a
r
e
o
r
u
p
o
n
r
e
q
u
e
s
t
.
In
d
u
s
t
r
y
S
t
a
n
d
a
r
d
s
:
6-
4
-
8
di
m
e
n
s
i
o
n
s
s
h
o
w
n
i
n
f
t
-
i
n
-
s
i
x
t
e
e
n
t
h
s
(
D
r
a
w
i
n
g
s
n
o
t
t
o
s
c
a
l
e
)
'
2
0
1
2
M
i
T
e
k
fi
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
Mi
T
e
k
E
n
g
i
n
e
e
r
i
n
g
R
e
f
e
r
e
n
c
e
S
h
e
e
t
:
M
I
I
-
7
4
7
3
r
e
v
.
0
1
/
2
9
/
2
0
1
3
WE
B
S
ed
g
e
o
f
t
r
u
s
s
.
fr
o
m
o
u
t
s
i
d
e
"
16
/1
-
0
IC
C
-
E
S
R
e
p
o
r
t
s
:
ES
R
-
1
3
1
1
,
E
S
R
-
1
3
5
2
,
E
S
R
1
9
8
8
ER
-
3
9
0
7
,
E
S
R
-
2
3
6
2
,
E
S
R
-
1
3
9
7
,
E
S
R
-
3
2
8
2
JO
I
N
T
S
A
R
E
G
E
N
E
R
A
L
L
Y
N
U
M
B
E
R
E
D
/
L
E
T
T
E
R
E
D
C
L
O
C
K
W
I
S
E
AR
O
U
N
D
T
H
E
T
R
U
S
S
S
T
A
R
T
I
N
G
A
T
T
H
E
J
O
I
N
T
F
A
R
T
H
E
S
T
T
O
TH
E
L
E
F
T
.
CH
O
R
D
S
A
N
D
W
E
B
S
A
R
E
I
D
E
N
T
I
F
I
E
D
B
Y
E
N
D
J
O
I
N
T
NU
M
B
E
R
S
/
L
E
T
T
E
R
S
.
W
4
-
6
W3-6
W
3
-
7
W2-7
W1-7
C1-8
C5
-
6
C6
-
7
C7
-
8
C4-5
C3-
4
C2
-
3
C1
-
2
TOP CHORD
TOP CHORD
8
7
6
5 4
3
2
1
BO
T
T
O
M
C
H
O
R
D
S
TO
P
C
H
O
R
D
S
BE
A
R
I
N
G
In
d
i
c
a
t
e
s
l
o
c
a
t
i
o
n
w
h
e
r
e
b
e
a
r
i
n
g
s
(s
u
p
p
o
r
t
s
)
o
c
c
u
r
.
I
c
o
n
s
v
a
r
y
b
u
t
re
a
c
t
i
o
n
s
e
c
t
i
o
n
i
n
d
i
c
a
t
e
s
j
o
i
n
t
nu
m
b
e
r
w
h
e
r
e
b
e
a
r
i
n
g
s
o
c
c
u
r
.
4
x
4
PL
A
T
E
S
I
Z
E
Th
i
s
s
y
m
b
o
l
i
n
d
i
c
a
t
e
s
t
h
e
re
q
u
i
r
e
d
d
i
r
e
c
t
i
o
n
o
f
s
l
o
t
s
i
n
co
n
n
e
c
t
o
r
p
l
a
t
e
s
.
"
16
/1
Fo
r
4
x
2
o
r
i
e
n
t
a
t
i
o
n
,
l
o
c
a
t
e
pl
a
t
e
s
0
-
1
"4/3
PL
A
T
E
L
O
C
A
T
I
O
N
A
N
D
O
R
I
E
N
T
A
T
I
O
N
Sy
m
b
o
l
s
Nu
m
b
e
r
i
n
g
S
y
s
t
e
m
Ge
n
e
r
a
l
S
a
f
e
t
y
N
o
t
e
s
*
Pl
a
t
e
l
o
c
a
t
i
o
n
d
e
t
a
i
l
s
a
v
a
i
l
a
b
l
e
i
n
M
i
T
e
k
2
0
/
2
0
so
f
t
w
a
r
e
o
r
u
p
o
n
r
e
q
u
e
s
t
.
In
d
u
s
t
r
y
S
t
a
n
d
a
r
d
s
:
AN
S
I
/
T
P
I
1
:
N
a
t
i
o
n
a
l
D
e
s
i
g
n
S
p
e
c
i
f
i
c
a
t
i
o
n
f
o
r
M
e
t
a
l
P
l
a
t
e
C
o
n
n
e
c
t
e
d
W
o
o
d
T
r
u
s
s
C
o
n
s
t
r
u
c
t
i
o
n
.
DS
B
-
8
9
:
D
e
s
i
g
n
S
t
a
n
d
a
r
d
f
o
r
B
r
a
c
i
n
g
.
BC
S
I
:
B
u
i
l
d
i
n
g
C
o
m
p
o
n
e
n
t
S
a
f
e
t
y
I
n
f
o
r
m
a
t
i
o
n
,
G
u
i
d
e
t
o
G
o
o
d
P
r
a
c
t
i
c
e
f
o
r
H
a
n
d
l
i
n
g
,
I
n
s
t
a
l
l
i
n
g
&
B
r
a
c
i
n
g
o
f
M
e
t
a
l
P
l
a
t
e
C
o
n
n
e
c
t
e
d
W
o
o
d
T
r
u
s
s
e
s
.
6-
4
-
8
di
m
e
n
s
i
o
n
s
s
h
o
w
n
i
n
f
t
-
i
n
-
s
i
x
t
e
e
n
t
h
s
WE
B
S
S
Y
P
r
e
p
r
e
s
e
n
t
s
v
a
l
u
e
s
a
s
p
u
b
l
i
s
h
e
d
b
y
A
W
C
i
n
t
h
e
2
0
0
5
/
2
0
1
2
N
D
S
S
P
r
e
p
r
e
s
e
n
t
s
A
L
S
C
a
p
p
r
o
v
e
d
/
n
e
w
v
a
l
u
e
s
w
i
t
h
e
f
f
e
c
t
i
v
e
d
a
t
e
o
f
J
u
n
e
1
,
2
0
1
3
So
u
t
h
e
r
n
P
i
n
e
l
u
m
b
e
r
d
e
s
i
g
n
a
t
i
o
n
s
a
r
e
a
s
f
o
l
l
o
w
s
:
16
"
O
.
C
16
"
O
.
C
16
"
O
.
C
16" O.C F01(14)F01(3)
F01
(5)
F
0
1
(
3
)
F01
(7)
F
0
1
(
7
)
F
0
1
(
7
)
F01
(7)
F01
(5)
F
0
1
(
3
)
F
0
1
(
4
)
F0
1(5)
F
0
1
(
8
)
F0
1(7)
F02(5)
F
0
2
(
5
)
F02
(
4)
F
0
2
(
5
)
F0
2
(4)
F
0
2
(
4
)
F02
(
4)
F03(10)
F
0
3
(
1
0
)
F03
(
9)
F0
3
(9)
F
0
3
(
1
0
)
F
0
3
(
1
0
)
F03
(
9)
F04(4)F01(7)
F
0
5
(
3
)
F
0
5
(
3
)
F05(3)
F
0
5
(
3)
21-05-12
22-09-04
11-03-08
10
-
0
6
-
0
8
5-
1
1
-
0
0
13
-
0
8
-
0
8
17
-
0
7
-
0
0
8-05-08 2-
1
0
-
0
0
13
-
0
8
-
0
8
5-
1
1
-
0
0
11-03-08
21
-
0
4
-
0
0
5-
1
1
-
0
0
8-05-08 2-
1
0
-
0
0
13
-
0
8
-
0
8
16-05-08 13-08-085-11-00 11-03-0810-08-00 21-11-04 10-01-0030-09-04 5-11-008-05-08 33-04-00
2-
1
0
-
0
0
11
-
0
6
-
0
0
8-05-08
5-
1
1
-
0
0
11-03-08
20
-
0
7
-
0
0
5-
1
1
-
0
0
8-05-08
2-
1
0
-
0
0
11
-
0
6
-
0
0
21
-
0
7
-
0
8
11
-
0
6
-
0
0
5-
1
1
-
0
0
11-03-08
10
-
0
3
-
0
8
1-00-00
Building#-1 FirstFloor-TrussLayout Lion'sRidgeApartmentHomes 1280NorthFrontageRoadVail,Co.RoofArea:0|HipLines:0|RidgeLines:0 FasciaLines:0|RakedFascia:0|Valley:061408JayJayRoadMontrose,CO81401 Office:970.249.0801Fax:970.249.1296 Date:11/10/2014Provide bridging to exterior walls per 2/S-610. Design bridging for 120 PLF. Typ at all exterior walls
Pr
o
v
i
d
e
b
r
i
d
g
i
n
g
t
o
st
a
i
r
w
a
l
l
s
p
e
r
6/
S
-
6
1
0
.
T
y
p
a
t
a
l
l
st
a
i
r
w
a
l
l
s
Pr
o
v
i
d
e
b
r
i
d
g
i
n
g
t
o
pa
r
t
y
w
a
l
l
s
p
e
r
5/
S
-
6
1
0
.
T
y
p
a
t
a
l
l
pa
r
t
y
w
a
l
l
s
Note:Truss supplier responsible for temporary and permanent bridging and bracing and connections.REVIEWED FOR DESIGN LOADS ONLY AS THEY AFFECT THE PRIMARY STRUCTURE.NOT RESPONSIBLE FOR DESIGN, DIMENSIONS OR QUANTITIES OF MATERIALMARTIN/MARTIN, INC.Date Received: _________Reviewer: RS Date Returned: 11/14/2014REVIEWED11/11/2014