Truss Layout UFP- 230 Emerson WayOVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 2 1
QUOTE
LAYOUT
CUTTING
JPK
JPK
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
19071986B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 1
SPECIAL INSTRUCTIONS:
*8/6/19 plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Brown-Elkins / Rosemund
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY:Residential
LOT #SUBDIV:
DATE08/13/19
230 Emerson Way
Florence, MA 01062
Brown-Elkins / Rosemund
Andy Clogston
08/13/19
08/13/19
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780
UFP Belchertown, LLC
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,15.0,0.0,10.0
STRESS INCR.
1.00INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,15.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
G01
1
5.00 0.00 24-00-00 2 X 4 2 X 6
COMMON
2 Ply 24-00-00
T015.00 0.00 24-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
6 24-00-00
T01GE5.00 0.00 24-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
1 24-00-00
T025.00 0.00 34-00-00 01-00-002 X 6 2 X 4
COMMON
12 34-00-00
T02GE5.00 0.00 34-00-00 01-00-002 X 4 2 X 4
COMMON
1 34-00-00
T038.00 0.00 29-06-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
14 29-06-00
T03GE8.00 0.00 29-06-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 29-06-00
T03SGE8.00 0.00 29-06-00 01-00-00 01-00-002 X 6 2 X 4
COMMON
1 29-06-00
T048.00 0.00 20-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
2 20-00-00
T04GE8.00 0.00 20-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
1 20-00-00
T05GE8.00 0.00 12-00-00 01-00-00 01-00-002 X 4 2 X 4
COMMON
1 12-00-00
V015.00 0.00 19-10-09 2 X 4 2 X 4
VALLEY
1 19-10-09
V025.00 0.00 15-10-09 2 X 4 2 X 4
VALLEY
1 15-10-09
V035.00 0.00 11-10-09 2 X 4 2 X 4
VALLEY
1 11-10-09
V045.00 0.00 07-10-09 2 X 4 2 X 4
VALLEY
1 07-10-09
ROOF SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
01-00-00
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 2 1
QUOTE
LAYOUT
CUTTING
JPK
JPK
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8300
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
19071986B
Brian Tetreault
Massachusetts /
/ /
Andy Clogston
( ) -
PAGE 2
SPECIAL INSTRUCTIONS:
*8/6/19 plans.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Brown-Elkins / Rosemund
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY:Residential
LOT #SUBDIV:
DATE08/13/19
230 Emerson Way
Florence, MA 01062
Brown-Elkins / Rosemund
Andy Clogston
08/13/19
08/13/19
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780
UFP Belchertown, LLC
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
JL26Hanger12
ITEMS SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY:TITLE:
ADDRESS:
PHONE:DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Quote is based on current design values at the time of quote (lumber, EWP, hardware, etc).
Should any of these values change prior to completion of this project,
reserves the right to adjust the sell price accordingly.
UFP Belchertown, LLC
QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW / ADJUST ALL PRICING.
Sealed individual truss drawings are included in the pricing.
Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the
agreed upon payment terms
Trusses over masterdesigned 24" oc typicalwith all other areas.Verify against P-5showing 16" oc in thisarea.T01GEG01T02GET05GET04GET04T04T03SGET03GEV01V02V03V04JL26JL26JL26JL26JL26JL26JL26JL26JL26JL26JL26JL26T01(6)T02(12)T03(14)2' 0" 5' 9"28' 3"14' 0" 50' 0" 2' 0" 48' 0" 50' 0" 9' 6" 8' 0" 12' 0"23' 6"53' 0"29' 0"24' 0"53' 0"2' 0" 2' 0" 2' 0" 1' 9"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 1 1/8"29' 6"22' 0" 26' 0" 1' 1 1/8"1' 11 1/4"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"1' 11 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 9 3/4"2' 0" 2' 0" 2' 0" 2' 0" Roof Area 2859.59Sheathing Count 98Overhang Lines 155Raked Lines 164.52Ridge Lines 91.5Hip Lines 0.74Valley Lines 38.33THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPBrown-Elkins / RosemundFlorence, MA8/13/2019 By: JKFor Approval19071986BThe following information is anapproximate and NOT guaranteedPossible wall plate crushing issues.See individual truss drawings for details.Left End ofTruss SymbolLeft End of Truss SymbolF09*Note; To be used with truss drawings / Wood trussdoes not have symbol on it.Left End of Truss Symbol
5
12
10x12
4x6
2x4
3x4
3x4
8x8
6x6
8x8
3x4
MT18HS 5x12
3x4
2x4
4x6
10x12
JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 JL26
25 26 14 27 28 1329 30 3112 11 32 10 33 34
91
82
73
23 24
64
5
B1 B2
3-10-13
8-1-3
3-10-13
19-9-11
3-10-13
15-10-13
3-10-13
12-0-0
4-2-5
4-2-5
4-2-5
24-0-0
4-8-3
19-0-5
4-8-3
14-4-2
4-8-3
9-7-14
4-11-11
4-11-11
4-11-11
24-0-0
1-0-0
Scale = 1:42.1
Plate Offsets (X, Y): [5:0-3-8,0-2-4], [12:0-4-0,0-4-12], [13:0-4-0,0-4-12]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.22 13-14 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT) -0.31 13-14 >928 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.08 9 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 239 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x6 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=5756/0-5-8, (min. 0-3-10), 9=6498/0-5-8, (min. 0-4-2)
Max Horiz 1=-68 (LC 31)
Max Uplift 1=-446 (LC 9), 9=-506 (LC 10)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4142/295, 2-3=-9549/754, 3-23=-9436/761, 4-23=-9309/771, 4-5=-8565/701, 5-6=-8581/702, 6-24=-9473/784,
7-24=-9597/775, 7-8=-9711/767, 8-9=-4227/326
BOT CHORD 1-25=-709/8568, 25-26=-709/8568, 14-26=-709/8568, 14-27=-635/8180, 27-28=-635/8180, 13-28=-635/8180,
13-29=-457/6532, 29-30=-457/6532, 30-31=-457/6532, 12-31=-457/6532, 11-12=-571/8222, 11-32=-571/8222,
10-32=-571/8222, 10-33=-655/8731, 33-34=-655/8731, 9-34=-655/8731
WEBS 5-12=-307/3491, 6-12=-1164/174, 6-10=-116/1052, 7-10=-141/503, 5-13=-303/3451, 4-13=-1090/168, 4-14=-102/880,
3-14=-143/548
NOTES
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 to
distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; Lumber
DOL=1.60 plate grip DOL=1.60
4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
5) Unbalanced snow loads have been considered for this design.
6) All plates are MT20 plates unless otherwise indicated.
7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 446 lb uplift at joint 1 and 506 lb uplift at joint 9.
9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10) Use USP JL26 (With 6-16d nails into Girder & 4-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-0 from the left end to 23-5-4 to connect truss
(es) T02 (1 ply 2x4 SPF) to back face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S)Standard
1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15
Job Truss Truss Type Qty Ply
G01 1 219071986BCommon Girder Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:35 Page: 1
ID:vUDOZW5wQmB5eSyzzM63?ByvFMR-IYa9UYL5RLNZmPXMSS6Y9t?sVZ2WK98NaYaLf2yoKK6
Continued on page 2
Uniform Loads (lb/ft)
Vert: 1-5=-100, 5-9=-100, 15-19=-20
Concentrated Loads (lb)
Vert: 11=-781 (B), 21=-785 (B), 25=-781 (B), 26=-781 (B), 27=-781 (B), 28=-781 (B), 29=-781 (B), 30=-781 (B), 31=-781 (B), 32=-781 (B), 33=-781 (B), 34=-781
(B)
Job Truss Truss Type Qty Ply
G01 1 219071986BCommon Girder Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:35 Page: 2
ID:vUDOZW5wQmB5eSyzzM63?ByvFMR-IYa9UYL5RLNZmPXMSS6Y9t?sVZ2WK98NaYaLf2yoKK6
5
12
5x12
5x6
2x4
3x4 MT20HS 3x10
4x8
3x4
2x4
5x6
5x12
12 25 11 26 10
1 9
2 8
73
4 62124
22 23
5
B1 B1
1-0-0
-1-0-0
1-0-0
25-0-0
5-10-4
17-10-4
5-10-4
12-0-0
6-1-12
6-1-12
6-1-12
24-0-0
8-0-0
16-0-0
8-0-0
24-0-0
8-0-0
8-0-0
1-0-0
Scale = 1:45.1
Plate Offsets (X, Y): [2:0-8-3,Edge], [8:0-8-3,Edge], [8:Edge,0-0-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.25 10-12 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT) -0.44 10-12 >654 180 MT20HS 148/108
TCDL 15.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.10 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 98 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF 2100F 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-6-0, Right 2x8 SP No.1 -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-7-5 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 (lb/size) 2=1540/0-5-8, (min. 0-2-7), 8=1540/0-5-8, (min. 0-2-7)
Max Horiz 2=73 (LC 11)
Max Uplift 2=-103 (LC 11), 8=-103 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-2314/193, 4-21=-2103/180, 21-22=-1997/189, 5-22=-1990/201, 5-23=-1990/201, 23-24=-1997/189, 6-24=-2103/180,
6-7=-2314/193
BOT CHORD 2-12=-164/2036, 12-25=-43/1528, 11-25=-43/1528, 11-26=-43/1528, 10-26=-43/1528, 8-10=-101/2036
WEBS 4-12=-479/149, 5-12=-61/653, 5-10=-61/653, 6-10=-479/149
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 9-0-0, Exterior (2) 9-0-0 to 15-0-0, Interior (1) 15-0-0 to 22-0-0, Exterior (2) 22-0-0 to 25-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 2 and 103 lb uplift at joint 8.
8) This truss is designed in accordance with the 2015 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
T01 6 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:36 Page: 1
ID:3Cl?RWb0RH43GAZof8_gtRyvFW7-mk8XhuLkCfVQNZ6Z09dni5Y4ezMC3gaXoCKvBUyoKK5
5
12
4x4
5x6
28
27 26 25 24 23 22 21 20 19 18 17
16
1 15
2 14
3 13
4 12
5 11
29 32
6 10
30 31
7 9
8
B1 B2
1-0-0
-1-0-0
1-0-0
25-0-0
12-0-0
12-0-0
12-0-0
24-0-0
24-0-0
1-0-0
Scale = 1:45.3
Plate Offsets (X, Y): [20:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 16 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR
BCDL 10.0 Weight: 101 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 24-0-0.
(lb) - Max Horiz 28=73 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 16, 17, 18, 19, 20, 21, 23,
24, 25, 26, 27, 28
Max Grav All reactions 250 (lb) or less at joint(s) 17, 18, 19, 22, 25, 26,
27 except 16=260 (LC 17), 20=300 (LC 19), 21=326 (LC 19),
23=326 (LC 18), 24=300 (LC 18), 28=260 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 7-23=-285/105, 6-24=-259/66, 9-21=-285/105, 10-20=-259/66
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 9-0-0, Corner (3) 9-0-0 to 15-0-0, Exterior (2) 15-0-0 to 22-0-0, Corner (3) 22-0-0 to 25-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17.
12) This truss is designed in accordance with the 2015 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
T01GE 1 119071986BCommon Supported Gable Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:36 Page: 1
ID:JqUOJH8JHcCudrLP91Hh3QyvFU7-mk8XhuLkCfVQNZ6Z09dni5YB0zZi3hDXoCKvBUyoKK5
5
12
5x10
4x4
2x4
6x10
2x4
5x6
MT20HS 3x10
6x6
4x6
5x8
2x4
3x4
3x4
2x4
4x4
3x6
17 16 32 15 14 1331
1 122
3 1126
30
4 10
2927
95
8286
7
B1 B3B2
1-0-0
-1-0-0
5-6-13
28-1-11
5-6-13
11-5-3
5-6-13
17-0-0
5-6-13
22-6-13
5-10-5
34-0-0
5-10-5
5-10-5
0-2-12
22-0-0
5-10-5
34-0-0
6-1-11
28-1-11
10-4-1
21-9-4
11-5-3
11-5-3
1-0-0
Scale = 1:58.7
Plate Offsets (X, Y): [2:0-6-1,Edge], [12:0-4-1,0-0-6]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 60.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.34 15-17 >771 240 MT20 197/144
(Roof Snow = 60.0)Lumber DOL 1.15 BC 0.52 Vert(CT) -0.49 15-17 >535 180 MT20HS 148/108
TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 15 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 166 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 7-15, 10-15
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=1790/0-5-8, (min. 0-2-7), 12=666/ Mechanical, (min. 0-1-8),
15=3474/0-5-8, (min. 0-4-7)
Max Horiz 2=107 (LC 15)
Max Uplift 2=-104 (LC 11), 12=-55 (LC 12), 15=-106 (LC 12)
Max Grav 2=1943 (LC 18), 12=801 (LC 19), 15=3474 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-856/0, 3-26=-2831/161, 4-26=-2804/175, 4-27=-2151/104, 5-27=-1811/118, 5-6=-2258/177, 6-7=-2006/193,
7-28=0/961, 8-28=0/765, 8-9=0/716, 9-29=-9/837, 10-29=-29/656, 10-30=-755/150, 11-30=-778/74, 11-12=-538/39
BOT CHORD 2-17=-247/2494, 17-31=0/539, 16-31=0/539, 16-32=0/539, 15-32=0/539, 14-15=-53/718, 13-14=-53/718, 12-13=-53/718
WEBS 4-17=-776/141, 5-17=-1284/172, 7-17=-155/2238, 7-15=-2384/141, 9-15=-1188/151, 10-15=-1212/129
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) -1-0-0 to 2-4-13, Interior (1) 2-4-13 to 13-7-3, Exterior (2) 13-7-3 to 20-4-13, Interior (1) 20-4-13 to 30-7-3, Exterior (2) 30-7-3 to 34-0-0 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=60.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 60.0 psf on overhangs non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 2, 106 lb uplift at joint 15 and 55 lb uplift at joint 12.
9) This truss is designed in accordance with the 2015 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
T02 12 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:36 Page: 1
ID:GIjs?D_Do60z0bisFkX6vByvFT1-mk8XhuLkCfVQNZ6Z09dni5Y5dzR33UuXoCKvBUyoKK5
5
12
3x6
4x4
3x4
3x4
4x4
3x4
5x6
40
39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23
22
1
21220
41 19344
184
175
166
43157
148429131210
11
B1 B3B2
0-1-12
0-1-12
1-0-0
-1-0-0
16-10-4
17-0-0
17-0-0
34-0-0
3-0-0
3-0-0
31-0-0
34-0-0
1-0-0
Scale = 1:58.9
Plate Offsets (X, Y): [24:0-3-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 22 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 163 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 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.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 34-0-0.
(lb) - Max Horiz 40=108 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28, 29,
30, 33, 34, 35, 36, 37, 38, 39, 40
Max Grav All reactions 250 (lb) or less at joint(s) 22, 23, 24, 25, 26, 27,
31, 36, 37, 38 except 28=300 (LC 19), 29=322 (LC 19), 30=340
(LC 19), 33=337 (LC 18), 34=319 (LC 18), 35=280 (LC 18),
39=306 (LC 18), 40=299 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-40=-273/100
WEBS 10-33=-296/105, 8-34=-279/73, 12-30=-300/105, 14-29=-282/75, 15-28=-260/58
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner (3) -1-0-0 to 2-4-13, Exterior (2) 2-4-13 to 13-7-3, Corner (3) 13-7-3 to 20-4-13, Exterior (2) 20-4-13 to 30-5-7, Corner (3) 30-5-7 to 33-10-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 40, 33, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25, 24, 23.
12) This truss is designed in accordance with the 2015 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
T02GE 1 119071986BCommon Supported Gable Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:37 Page: 1
ID:sXd?4daKVs39n_N43pOMrJyvFSH-EwiwvEMMzydH?jhlat80FI4MmNvmo6Qg1s3SkwyoKK4
8
12
4x10
4x4
2x4
4x4
4x10
6x6
MT20HS 3x10
4x10
4x4
2x4
4x4
4x10
1 11
29 30 14 31 13 12 33 3432
2 10
3 92328
4 8
272475
2625
6
B1 B2
1-0-0
30-6-0
1-0-0
-1-0-0
7-2-12
21-11-12
7-2-12
14-9-0
7-6-4
7-6-4
7-6-4
29-6-0
9-7-11
19-6-13
9-11-3
29-6-0
9-11-3
9-11-3
1-0-0
Scale = 1:55.6
Plate Offsets (X, Y): [2:0-5-6,Edge], [10:0-5-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.30 12-14 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.96 Vert(CT) -0.48 12-14 >743 180 MT20HS 148/108
TCDL 15.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 150 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS (lb/size) 2=1870/0-5-8, (min. 0-2-15), 10=1870/0-5-8, (min. 0-2-15)
Max Horiz 2=-210 (LC 9)
Max Uplift 2=-109 (LC 11), 10=-109 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-956/1, 3-23=-2350/135, 4-23=-2332/165, 4-24=-2132/207, 5-24=-1991/210, 5-25=-1959/215, 6-25=-1934/233,
6-26=-1935/233, 7-26=-1959/215, 7-27=-1991/210, 8-27=-2133/207, 8-28=-2332/165, 9-28=-2350/135, 9-10=-796/1
BOT CHORD 2-29=-229/1947, 29-30=-157/1947, 14-30=-157/1947, 14-31=-1/1328, 13-31=-1/1328, 13-32=-1/1328, 12-32=-1/1328,
12-33=-32/1829, 33-34=-32/1829, 10-34=-32/1829
WEBS 6-12=-137/935, 8-12=-658/240, 6-14=-137/935, 4-14=-658/239
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-9-0, Exterior (2) 11-9-0 to 17-9-0, Interior (1) 17-9-0 to 27-6-0, Exterior (2) 27-6-0 to 30-6-0 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 2 and 109 lb uplift at joint 10.
8) This truss is designed in accordance with the 2015 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
T03 14 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:37 Page: 1
ID:DmyJh9r7Jdr1QM2JMRnXkyyvFRx-EwiwvEMMzydH?jhlat80FI4FONgNo3og1s3SkwyoKK4
8
12
3x8
4x4
8x8
5x6
3x4
8x8
4x4
3x8
191
35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
182
173
164
155
146
137
4544128
9 11
10
B1 B2
1-0-0
30-6-0
1-0-0
-1-0-0
14-9-0
29-6-0
14-9-0
14-9-0
29-6-0
1-0-0
Scale = 1:54.7
Plate Offsets (X, Y): [2:0-3-0,0-1-8], [8:0-4-0,0-4-8], [12:0-4-0,0-4-8], [18:0-3-0,0-1-8]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 34-35 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 34-35 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 18 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 192 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x4 SPF No.2 -- 0-9-12, Right 2x4 SPF No.2 -- 0-9-12
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.
WEBS 1 Row at midpt 10-28, 9-29, 11-26
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 29-6-0.
(lb) - Max Horiz 2=210 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 21, 22, 23, 24, 25, 26, 29,
30, 31, 32, 33, 34, 18 except 20=-128 (LC 12), 35=-166 (LC
11), 2=-147 (LC 7)
Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 28,
31, 32, 33, 34, 35 except 25=314 (LC 19), 26=364 (LC 19),
29=364 (LC 18), 30=314 (LC 18), 2=303 (LC 22), 18=288 (LC
17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 9-29=-323/55, 8-30=-274/79, 11-26=-323/46, 12-25=-274/82
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 11-9-0, Corner (3) 11-9-0 to 17-9-0, Exterior (2) 17-9-0 to 27-6-0, Corner (3) 27-6-0 to 30-6-0 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 18 except
(jt=lb) 2=147, 35=166, 20=128, 2=147.
10) This truss is designed in accordance with the 2015 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
T03GE 1 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:37 Page: 1
ID:O9evZkAhjDM3nfBh_JI5tsyvFRV-EwiwvEMMzydH?jhlat80FI4OjNvlo5yg1s3SkwyoKK4
8
12
3x8
4x4
4x10
3x4
8x8
4x10
4x10
10x12
3x4
4x10
3x4
8x8
3x4
3x4
4x4
4x10
181
29 28 27 26 25 24 23 22 21 20 19 49 50
172
30
3 16
3532
4844
4
33
5
6
7 153431
8
45 14139
46 47
10 12
11
B1 B2
1-0-0
30-6-0
1-0-0
-1-0-0
7-2-12
21-11-12
7-2-12
14-9-0
7-6-4
7-6-4
7-6-4
29-6-0
9-7-11
19-6-13
9-11-3
29-6-0
9-11-3
9-11-3
1-0-0
Scale = 1:55.6
Plate Offsets (X, Y): [2:0-4-10,0-0-1], [9:0-4-0,0-4-8], [11:0-8-0,0-4-4], [13:0-4-0,0-4-8], [17:0-5-6,Edge]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.14 19-42 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT) -0.29 19-42 >851 180
TCDL 15.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 17 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 222 lb FT = 20%
LUMBER
TOP CHORD 2x6 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x6 SPF No.2 -- 2-6-0, Right 2x6 SPF No.2 -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 31, 32, 33, 34,
35
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 8-11-8. except 17=0-5-8
(lb) - Max Horiz 2=-208 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 26, 27, 28, 2 except 29=-109
(LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 28 except 26=859 (LC
1), 27=603 (LC 1), 29=281 (LC 21), 2=398 (LC 22)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-44=-268/128, 4-5=-287/109, 5-6=-266/136, 6-7=-454/144, 7-8=-353/156, 8-45=-620/169, 9-45=-558/173,
9-46=-560/190, 10-46=-470/199, 10-11=-432/223, 11-12=-1240/269, 12-47=-1264/244, 13-47=-1357/239,
13-14=-1480/248, 14-15=-1413/198, 15-48=-1519/154, 16-48=-1653/124, 16-17=-821/0
BOT CHORD 24-25=0/638, 23-24=0/638, 22-23=0/638, 21-22=0/641, 20-21=0/641, 19-20=0/641, 19-49=-15/1264, 49-50=-15/1264,
17-50=-15/1264
WEBS 11-34=-176/976, 34-35=-177/993, 30-35=-203/1119, 19-30=-125/854, 15-19=-515/189, 25-32=-713/0, 31-32=-664/0,
11-31=-725/0, 7-33=0/589, 25-33=0/660, 14-30=-394/84, 8-33=-731/86, 26-33=-804/86, 6-27=-602/40
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 11-7-4, Exterior (2) 11-7-4 to 17-7-4, Interior (1) 17-7-4 to 27-6-0, Exterior (2) 27-6-0 to 30-6-0 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable studs spaced at 2-0-0 oc.
8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 2 except (jt=lb) 17=113, 29=108.
10) This truss is designed in accordance with the 2015 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
T03SGE 1 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1
ID:qMUbcdSY?Ub9tojtesgjd?yvFPs-i7FI6aN_kGl8dtFx7agFnWdWTn4VXVjpGWp?GMyoKK3
8
12
4x12
5x6
2x4
4x6
5x8
2x4
5x6
4x12
10
1 9
2 8
3 7
4 6
19 22
20 21
5
B1 B1
1-0-0
-1-0-0
1-0-0
21-0-0
4-10-4
14-10-4
4-10-4
10-0-0
5-1-12
5-1-12
5-1-12
20-0-0
10-0-0
10-0-0
10-0-0
20-0-0
1-0-0
Scale = 1:45.2
Plate Offsets (X, Y): [2:0-3-8,Edge], [8:0-7-13,Edge], [10:0-4-0,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.05 10 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.59 Vert(CT) -0.13 10-13 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 91 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-6-0, Right 2x8 SP No.1 -- 2-6-0
BRACING
TOP CHORD Structural wood sheathing directly applied or 4-4-3 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 (lb/size) 2=1300/0-5-8, (min. 0-2-1), 8=1300/0-5-8, (min. 0-2-1)
Max Horiz 2=-147 (LC 9)
Max Uplift 2=-78 (LC 11), 8=-78 (LC 12)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-469/0, 3-4=-1444/132, 4-19=-1153/108, 19-20=-1044/111, 5-20=-1015/128, 5-21=-1015/128, 21-22=-1044/111,
6-22=-1153/108, 6-7=-1444/132, 7-8=-404/0
BOT CHORD 2-10=-164/1125, 8-10=-25/1125
WEBS 5-10=-35/629, 6-10=-428/154, 4-10=-428/153
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-0-0, Exterior (2) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-0-0, Exterior (2) 18-0-0 to 21-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 2 and 78 lb uplift at joint 8.
7) This truss is designed in accordance with the 2015 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
T04 2 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1
ID:_rUBVWLTQW74SpGOpFYNRpyvFRH-i7FI6aN_kGl8dtFx7agFnWdRwn6LXYrpGWp?GMyoKK3
8
12
MT20HS 3x10
12x12
5x6
3x8
3x8
5x8
4x4
5x6
MT18HS 3x12
19 18 17 16 15
1 14
2 1320 22
4 123
21
5
6 11
7 31 34
32 33
8 10
9
B1 B2
1-0-0
-1-0-0
1-0-0
21-0-0
4-10-4
14-10-4
4-10-4
10-0-0
5-1-12
5-1-12
5-1-12
20-0-0
10-0-0
10-0-0
10-0-0
20-0-0
1-0-0
Scale = 1:45.2
Plate Offsets (X, Y): [2:0-2-4,0-0-1], [2:2-1-7,0-6-1], [3:0-11-1,0-2-12], [15:0-2-8,0-3-0]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 15-29 >999 240 MT20HS 148/108
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT) -0.17 15-29 >864 180 MT20 197/144
TCDL 15.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 13 n/a n/a MT18HS 197/144
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 112 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
SLIDER Left 2x8 SP No.1 -- 2-6-0, Right 2x8 SP No.1 -- 2-6-0
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.
JOINTS 1 Brace at Jt(s): 20, 22
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 8-5-8. except 13=0-5-8
(lb) - Max Horiz 2=147 (LC 10)
Max Uplift All uplift 100 (lb) or less at joint(s) 18, 19, 2 except 16=-101 (LC
11)
Max Grav All reactions 250 (lb) or less at joint(s) 19 except 16=261 (LC
18), 17=453 (LC 1), 18=467 (LC 1), 2=394 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-354/68, 6-7=-410/62, 7-31=-556/74, 31-32=-545/78, 8-32=-528/82, 8-9=-535/103, 9-10=-515/85, 10-33=-512/56,
33-34=-540/52, 11-34=-662/43, 11-12=-852/92, 12-13=-467/0
BOT CHORD 13-15=0/788
WEBS 9-15=-40/292, 15-22=-511/161, 11-22=-436/143, 6-21=0/377, 20-21=0/395, 15-20=0/407, 8-20=-271/71, 16-20=-280/73,
7-21=-395/35, 17-21=-422/29, 5-18=-424/38
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) -1-0-0 to 2-0-0, Interior (1) 2-0-0 to 7-0-0, Exterior (2) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-0-0, Exterior (2) 18-0-0 to 21-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 2x4 MT20 unless otherwise indicated.
8) Gable studs spaced at 2-0-0 oc.
9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 18, 19, 2 except (jt=lb) 16=100.
11) This truss is designed in accordance with the 2015 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
T04GE 1 119071986BCommon Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1
ID:y0_wtaF0vGN0FhcWtfrfAQyvFNX-i7FI6aN_kGl8dtFx7agFnWdVMn86XXSpGWp?GMyoKK3
8
12
3x4
4x4
3x4
16
15 14 13 12 11
10
91
82
73
1817
64
5
B1
1-0-0
13-0-0
1-0-0
-1-0-0
6-0-0
12-0-0
6-0-0
6-0-0
12-0-0
1-0-0
Scale = 1:36.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 10 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MR
BCDL 10.0 Weight: 51 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
except end verticals.
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 12-0-0.
(lb) - Max Horiz 16=-93 (LC 9)
Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12, 14, 15, 16
Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 13, 15, 16 except
12=301 (LC 19), 14=301 (LC 18)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 4-14=-260/72, 6-12=-260/72
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner (3) -1-0-0 to 2-0-0, Exterior (2) 2-0-0 to 3-0-0, Corner (3) 3-0-0 to 9-0-0, Exterior (2) 9-0-0 to 10-0-0, Corner (3) 10-0-0 to 13-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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.
3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11.
12) This truss is designed in accordance with the 2015 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
T05GE 1 119071986BCommon Supported Gable Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:38 Page: 1
ID:BD_Td1yKoaDZlsCivvuof9yvFNw-i7FI6aN_kGl8dtFx7agFnWdXMnF9XbLpGWp?GMyoKK3
5
12
3x4 2x4
2x4
2x4
4x4
3x4 2x4
2x4
3x4
1 5
9 8 7 6
1815
42
1716
3
B1 B2
0-8-6
19-10-9
9-2-15
19-2-3
9-11-4
9-11-4
19-10-9
0-0-4
Scale = 1:36.9
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.26 Horiz(TL) -0.02 14 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 54 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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 19-10-9.
(lb) - Max Horiz 1=54 (LC 15)
Max Uplift All uplift 100 (lb) or less at joint(s) 8 except 1=-106 (LC 18),
6=-102 (LC 12), 9=-106 (LC 11)
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=777 (LC
18), 8=970 (LC 1), 9=779 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-113/852, 2-15=-74/965, 2-16=-29/805, 3-16=-21/916, 3-17=-20/916, 4-17=-29/775, 4-18=-74/967, 5-18=-90/854
BOT CHORD 1-9=-792/116, 8-9=-792/116, 7-8=-792/116, 6-7=-792/116, 5-6=-792/116
WEBS 3-8=-956/99, 2-9=-603/135, 4-6=-606/135
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) 0-0-10 to 3-0-10, Interior (1) 3-0-10 to 6-11-14, Exterior (2) 6-11-14 to 12-11-14, Interior (1) 12-11-14 to 16-11-2, Exterior (2) 16-11-2 to 19-11-2 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=105, 9=106, 6=101.
7) This truss is designed in accordance with the 2015 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
V01 1 119071986BValley Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1
ID:qCBA_dHiZHol8Aap7hWaqyyvFWX-AJpgKvOcVat?E1q8hIBUKj9aJBWCG?kzV9YZopyoKK2
5
12
3x4 2x4
2x4
4x6
2x4 2x4
2x4
3x4
1 5
8 7 6
1813
2 4
14 171516
3
B1
0-8-6
15-10-9
7-2-15
15-2-3
7-11-4
7-11-4
15-10-9
0-0-4
Scale = 1:31
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 8 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 42 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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 15-10-9.
(lb) - Max Horiz 1=43 (LC 11)
Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 8
Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=598 (LC
18), 7=514 (LC 1), 8=598 (LC 17)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 3-7=-452/66, 2-8=-481/109, 4-6=-481/109
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) 0-0-10 to 3-0-10, Interior (1) 3-0-10 to 4-11-14, Exterior (2) 4-11-14 to 10-11-14, Interior (1) 10-11-14 to 12-11-2, Exterior (2) 12-11-2 to 15-11-2 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 8, 6.
7) This truss is designed in accordance with the 2015 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
V02 1 119071986BValley Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1
ID:XsGXWECJC8wkp5YTDjux2UyvFWe-AJpgKvOcVat?E1q8hIBUKj9g4BZcG2UzV9YZopyoKK2
5
12
4x4
5x6
2x4 4x4
1 3
4
109
2
B1
0-8-6
11-10-9
5-2-15
11-2-3
5-11-4
5-11-4
11-10-9
0-0-4
Scale = 1:28.3
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.15 Horiz(TL) 0.01 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 29 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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 (lb/size) 1=70/11-10-9, (min. 0-2-4), 3=70/11-10-9, (min. 0-2-4),
4=1286/11-10-9, (min. 0-2-4)
Max Horiz 1=32 (LC 11)
Max Uplift 1=-23 (LC 18), 3=-23 (LC 17), 4=-63 (LC 11)
Max Grav 1=131 (LC 17), 3=131 (LC 18), 4=1286 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-143/670, 2-9=-114/769, 2-10=-114/769, 3-10=-122/670
BOT CHORD 1-4=-620/157, 3-4=-620/157
WEBS 2-4=-1027/222
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 1, 23 lb uplift at joint 3 and 63 lb uplift at joint 4.
7) This truss is designed in accordance with the 2015 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
V03 1 119071986BValley Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1
ID:e500gs8p8vPJKUEh_tp?teyvFWi-AJpgKvOcVat?E1q8hIBUKj9cRBThG1VzV9YZopyoKK2
5
12
3x4 2x4
4x4
3x4
1 3
4
109
2
B1
0-8-6
7-10-9
3-2-15
7-2-3
3-11-4
3-11-4
7-10-9
1-7-15
0-0-4
1-4-3
Scale = 1:27.1
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a - n/a 999 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(TL) n/a - n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.07 Horiz(TL) 0.00 4 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MP
BCDL 10.0 Weight: 18 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or 7-10-9 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=97/7-10-9, (min. 0-1-8), 3=97/7-10-9, (min. 0-1-8),
4=752/7-10-9, (min. 0-1-8)
Max Horiz 1=20 (LC 15)
Max Uplift 1=-12 (LC 11), 3=-16 (LC 12), 4=-34 (LC 11)
Max Grav 1=126 (LC 17), 3=126 (LC 18), 4=752 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-9=-149/347, 2-9=-65/393, 2-10=-65/393, 3-10=-70/347
BOT CHORD 1-4=-327/128, 3-4=-327/104
WEBS 2-4=-526/127
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Exterior (2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1, 16 lb uplift at joint 3 and 34 lb uplift at joint 4.
7) This truss is designed in accordance with the 2015 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
V04 1 119071986BValley Job Reference (optional)
UFP, UFP SE Engineering Run: 8.31 S May 22 2019 Print: 8.310 S May 22 2019 MiTek Industries, Inc. Tue Aug 13 08:43:39 Page: 1
ID:tYX_?72o1SPRMFd9WCg7YyyvFWq-AJpgKvOcVat?E1q8hIBUKj9ikBYuG2mzV9YZopyoKK2