Truss Drwngs-071515-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
24 West St
Hatfield, MA 01038
R.K. Miles-HatfieldSOLD
TO (413) 247-8314
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
15071968B
Brian Tetreault
Massachusetts /
/ /
Wayne Helms
(413) 247-8314
PAGE 1
SPECIAL INSTRUCTIONS:
*Additional 5 PSF uniform TCDL provided for solar/pv loading where requested. Review prior to order with solar panel company
engineering requirements.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
McDonough Residence
BUILDING DEPARTMENT
Roof Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE07/15/15
Beaver Brook Loop
Leeds, MA 01053
McDonough Residence
Wayne Helms
07/15/15
07/15/15
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
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
40.0,10.0,0.0,10.0
STRESS INCR.
1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
40.0,10.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
T01 9.00 0.00 30-11-00 01-04-08 01-04-082 X 4 2 X 4
ROOF
9 30-11-00
T01DGE 9.00 0.00 30-04-08 2 X 4 2 X 4
ROOF
1 30-04-08
T01SGE 9.00 0.00 30-11-00 01-04-08 01-04-082 X 4 2 X 4
GABLE
1 30-11-00
T02 9.00 0.00 30-11-00 01-04-08 01-04-082 X 4 2 X 4
ROOF
4 30-11-00
T03 9.00 0.00 27-05-00 01-04-08 01-04-082 X 4 2 X 4
COMMON
2 27-05-00
T03DGE 9.00 0.00 26-10-08 2 X 4 2 X 4
COMMON
1 26-10-08
ROOF SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Truss ListTruss Qty SpanT01 9 30' 11"T01DGE 1 30' 4 1/2"T01SGE 1 30' 11"T02 4 30' 11"T03 2 27' 5"T03DGE 126' 101/2"Gable ends dropped for2x8 outlookers.Made this trussa structural gable whereexposed and added T03 fornailer at transistion.Conventionally framedvalley overlay.Plus 2'0"Ceiling HeightT01DGET01T01SGET03DGET03T03T01(8)T02(4)28' 2"24' 8"3' 6"28' 2"32' 0"28' 0"4' 0"32' 0"10' 0" 6' 7"11' 7"10' 0" 11' 3"6' 11"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' 4 1/2"1' 4 1/2"Roof Area 1349Sheathing Count 46Overhang Lines 70.88Raked Lines 94.43Ridge Lines 36.13Hip Lines 0Valley Lines 0THIS 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 UFPMcDonough ResidenceBeaver Brook Loop Leeds, MA7/15/15For Approval15071968BThe following information is anapproximate and NOT guaranteed
Job
15071968B
Truss
T01DGE
Truss Type
ROOF SPECIAL SUPPORT
Qty
1
Ply
1
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Jul 15 20:11:34 2015 Page 1 Universal Forest Products ID:ze_ozUp2lAvC14PA258I8?yxk8l-Bny36tpkYmeeHPI9dLUmIun1Gox4GwyuqSVLjKyxjz7
Scale = 1:55.4
T2 T2
B1
B2
B3
B4
B5
ST7
ST6
ST5
ST4
ST3
ST2
ST1
ST6
ST4
ST3
ST2
ST1
T1 T1
O1
1
2
3
4
5
6
7 8 9
10
1112
13
14
15
16
17
18
34 33 32 31 30 29
2827 26 25 24
23 22 21 20 19
35
3x4
4x4
3x4
3x4
3x4
2x4
4x4 3x4
2x4
3x4
3x4
12-8-4
12-8-4
19-3-4
6-7-0
30-4-8
11-1-4
12-8-4
12-8-4
15-2-4
2-6-0
19-3-4
4-1-0
30-4-8
11-1-4
11-4-112-0-09.00 12
Top chord dropped for
2x8 outllokers
LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL
BCDL
40.0
10.00.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-0
1.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.430.350.36
DEFL.
Vert(LL)Vert(TL)Horz(TL)
in
n/an/a-0.14
(loc)
- - 19
l/defl
n/an/an/a
L/d
999999n/a
PLATES
MT20
Weight: 169 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2OTHERS2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST7,ST6,ST5: 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, Except: 10-0-0 oc bracing: 28-29,23-24.
WEBS T-Brace:2x4 SPF No.2 - 10-26
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.
,with 3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installedduring truss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 28-2-0.(lb) - Max Horz34=-254(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 29, 24, 23, 30, 31, 32, 25, 22, 21, 19 except 28=-211(LC 6), 27=-244(LC 7), 33=-258(LC 7), 34=-210(LC 6), 20=-108(LC 6)Max Grav All reactions 250 lb or less at joint(s) 29, 23, 20 except 28=344(LC 2), 24=316(LC 3), 26=436(LC 1), 27=278(LC 6), 30=369(LC 2), 31=265(LC 2), 32=338(LC 2), 33=252(LC 6), 34=639(LC 2), 25=353(LC 3), 22=279(LC 1), 21=279(LC 3), 19=538(LC
3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-158/271, 2-3=-180/251, 5-35=-10/275, 6-35=-1/279, 6-7=0/335, 7-8=0/367, 8-9=0/368,
9-10=0/402, 10-11=0/407, 11-12=0/344, 12-13=0/338, 13-14=0/275BOT CHORD 13-24=-259/100WEBS10-26=-410/0, 9-27=-269/42, 6-30=-257/83, 4-32=-263/102, 2-34=-431/144, 11-25=-358/85, 17-19=-359/136
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 1.5x3 MT20 unless otherwise indicated.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.9) Bearing at joint(s) 28, 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 24, 23, 30, 31, 32, 25, 22, 21, 19except (jt=lb) 28=211, 27=244, 33=258, 34=210, 20=108.11) Non Standard bearing condition. Review required.
12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-10=-120, 10-18=-100, 1-29=-20, 24-28=-20, 18-23=-20
Job
15071968B
Truss
T01
Truss Type
ROOF SPECIAL
Qty
9
Ply
1
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Jul 15 20:08:34 2015 Page 1 Universal Forest Products ID:ze_ozUp2lAvC14PA258I8?yxk8l-S830KKeqxTzBhlXZ5XFZ?xKGgENC5QFORRupOmyxk?x
Scale = 1:58.3
T2
T3
B1
B2
B3
B4
B5
W1 W2
W3
W5
W4
W9
W8
W10
W1
W6 W7
T1
T4
HW21
2
3
4
5
6
7
8
9
10
11
18 17 16
15 14
13 12
25
26 27
3x6
6x6
3x6
3x4 2x4
2x4
2x4
4x4 3x4
3x6
2x4 4x10
3x6
6x8
6x8
6x8
5x6
1.5x3
6-7-0 10-0-0 1-4-8
28-2-0
1-4-8 2-0-01-7-4
1-7-4
7-3-6
5-8-2
12-11-8
5-8-2
19-6-8
6-7-0
29-3-12
9-9-4
30-11-0
1-7-4
1-7-4
1-7-4
7-3-6
5-8-2
12-11-8
5-8-2
15-5-8
2-6-0
19-6-8
4-1-0
24-5-2
4-10-10
29-3-12
4-10-10
30-11-0
1-7-4
0-6-1012-1-120-6-102-0-09.00 12
Plate Offsets (X,Y)-- [6:0-3-4,0-3-0], [11:0-0-0,0-0-6], [14:0-2-12,0-2-12], [15:0-2-8,0-3-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.430.850.75
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.23-0.470.130.04
(loc)14-1512-131214-15
l/defl>999>695n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 177 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W9,W6,W7: 2x4 SPF No.2
WEDGE
Right: 2x4 SPF Stud or No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-11-6 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 16-17.
1 Row at midpt 5-15
WEBS 1 Row at midpt 9-12
MiTek recommends that Stabilizers and required cross bracing be installedduring truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)18=2025/0-5-8 (min. 0-3-3), 12=1994/0-5-8 (min. 0-3-2)Max Horz18=-266(LC 6)Max Uplift18=-84(LC 8), 12=-88(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2029/277, 3-4=-2156/320, 4-5=-1904/333, 5-6=-2064/459, 6-7=-2104/480, 7-8=-2253/457, 8-25=-1954/327, 9-25=-2240/325BOT CHORD 17-18=-265/293, 5-15=-629/193, 15-26=-1/1259, 26-27=-1/1259, 14-27=-1/1259, 8-14=-637/219
WEBS 2-18=-1927/350, 2-17=-104/1417, 3-17=-777/122, 15-17=-103/1597, 12-14=-125/1604, 9-12=-2341/326, 10-12=-377/200, 6-15=-251/1362,
6-14=-252/1229
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-6=-110, 6-11=-100, 16-19=-20, 15-26=-20, 26-27=-60, 14-27=-20, 13-22=-20
Job
15071968B
Truss
T02
Truss Type
Roof Special
Qty
4
Ply
1
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Jul 15 20:08:19 2015 Page 1 Universal Forest Products ID:ze_ozUp2lAvC14PA258I8?yxk8l-OGfLBCSQTs4JORuhiuU2unCgaBFO4b0B_cmXN7yxk0A
Scale = 1:58.3
T2 T2
B1
B2
B3
B4
B5
W1 W3
W2
W4
W5 W6
W7
W9
W8 W10
W1
T1 T1
HW1 HW21
2
3
4
5
6
7
8
9
10
11
18 17
16 15 14
13 12
25 26
27 28
3x4
4x6
3x6
3x4 2x4
3x4
3x6
4x4 3x4
3x8
4x4
6x8
3x6
3x8
4x10
6x8
4x10
1.5x3
28-2-0
10-0-0 1-4-811-3-0 2-0-01-7-4
1-7-4
8-3-8
6-8-4
15-5-8
7-2-0
19-6-8
4-1-0
29-3-12
9-9-4
30-11-0
1-7-4
1-7-4
1-7-4
8-3-8
6-8-4
11-10-8
3-7-0
15-5-8
3-7-0
19-6-8
4-1-0
24-5-2
4-10-10
29-3-12
4-10-10
30-11-0
1-7-4
0-6-1012-1-120-6-102-0-09.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-10], [11:0-0-0,0-0-6], [14:0-6-0,0-4-0], [16:0-2-12,0-2-8]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.550.870.91
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.23-0.460.180.04
(loc)15-1612-131215-16
l/defl>999>704n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 176 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2 *Except*
B2: 2x4 SPF 2100F 1.8E
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W4,W5,W6,W7,W9: 2x4 SPF No.2
WEDGE
Left: 2x4 SPF Stud or No.2, Right: 2x4 SPF Stud or No.2
BRACING-TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 17-18.
WEBS 1 Row at midpt 4-15, 9-12
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)18=2022/0-5-8 (min. 0-3-3), 12=1967/0-5-8 (min. 0-3-1)Max Horz18=266(LC 7)Max Uplift18=-84(LC 8), 12=-90(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2892/335, 3-25=-2797/468, 4-25=-2570/486, 4-5=-1686/331, 5-6=-1566/348, 6-7=-1566/346, 7-8=-1705/323, 8-26=-1898/326, 9-26=-2189/324
BOT CHORD 3-16=-574/244, 16-27=-57/1608, 27-28=-57/1608, 15-28=-57/1608, 14-15=-13/1639, 8-14=-35/416
WEBS 2-18=-1978/391, 16-18=-278/317, 2-16=-116/1942, 4-16=-219/1107, 4-15=-930/228, 6-15=-308/1494,
8-15=-842/205, 12-14=-130/1495, 9-12=-2326/339, 10-12=-366/194
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 12.
7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-6=-110, 6-11=-100, 17-19=-20, 16-27=-20, 27-28=-60, 14-28=-20, 13-22=-20
Job
15071968B
Truss
T01SGE
Truss Type
GABLE
Qty
1
Ply
1
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Jul 15 20:10:45 2015 Page 1 Universal Forest Products ID:ze_ozUp2lAvC14PA258I8?yxk8l-6LUXq7E?4jTbvt2lGY6HpZFfl241HfEgZK7FVgyxjzu
Scale = 1:59.2
T2
T5
B1
B2
B3
B4
B5
W1 W2
W3
W5
W4
W9
W8
W10
W1
W6
W7
T1
T7
T3
T4
T6
T8
T9
T10
ST1
ST2
ST3 ST4
ST5
ST6
ST7
1
2
3
4
5 6
8
10
12
14
16
17
7
9
11
13
15
19
25 24 23
22 21
20 18
44
45
46 47
3x6
10x12
3x6
3x4 2x4
2x4
2x4
3x4 3x4
3x6
2x4 4x10
3x6
6x8
6x8
6x8
4x8
1.5x3
4x4
5x6
10x14 MT20HS
4x8
4x6
8x12
3x4
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
1.5x3
3x6
2x4
2x4
2x4
6-7-0 10-0-0 1-4-8
28-2-0
1-4-8 2-0-01-7-4
1-7-4
7-3-6
5-8-2
12-11-8
5-8-2
19-6-8
6-7-0
29-3-12
9-9-4
30-11-0
1-7-4
1-7-4
1-7-4
7-3-6
5-8-2
12-11-8
5-8-2
15-5-8
2-6-0
19-6-8
4-1-0
24-5-2
4-10-10
29-3-12
4-10-10
30-11-0
1-7-4
0-6-1012-1-120-6-102-0-09.00 12
Plate Offsets (X,Y)-- [8:0-9-8,0-3-4], [9:0-7-13,0-0-4], [21:0-2-12,0-2-12], [22:0-2-8,0-3-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
10.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15NOIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.420.840.78
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.23-0.410.130.03
(loc)21-2221-221821-22
l/defl>999>798n/a>999
L/d240180n/a360
PLATES
MT20MT20HS
Weight: 214 lb FT = 4%
GRIP
197/144148/108
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
W9,W6,W7: 2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-10-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 23-24.
1 Row at midpt 5-22
WEBS 1 Row at midpt 14-18
JOINTS 1 Brace at Jt(s): 7, 9, 11, 13, 15
MiTek recommends that Stabilizers and required cross bracing be installedduring truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)25=2025/0-5-8 (min. 0-3-3), 18=1994/0-5-8 (min. 0-3-2)Max Horz25=266(LC 7)Max Uplift25=-84(LC 8), 18=-88(LC 9)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2028/277, 3-4=-2156/320, 4-44=-1903/325, 5-44=-1867/333, 5-6=-2030/377, 6-8=-1959/344,
8-10=-2083/426, 10-12=-2265/402, 12-45=-1999/276, 14-45=-2285/274, 11-13=0/291, 13-15=0/300,
15-19=-37/264
BOT CHORD 24-25=-265/293, 5-22=-447/76, 22-46=-27/1265, 46-47=-27/1265, 21-47=-27/1265, 11-21=-648/210,
11-12=-604/216, 18-19=0/302
WEBS 2-25=-1927/350, 2-24=-103/1415, 3-24=-776/122, 22-24=-104/1595, 15-21=-177/1461, 15-18=-119/1356, 14-18=-2432/235, 16-18=-403/176, 7-22=-131/1168, 7-8=-114/1136, 8-9=-285/1184, 9-21=-285/1173
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are MT20 plates unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord 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) 25, 18.10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S)Standard
1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-6=-110, 6-8=-110, 8-17=-100, 23-36=-20, 22-46=-20, 46-47=-60, 21-47=-20, 20-39=-20
Job
15071968B
Truss
T03
Truss Type
COMMON
Qty
2
Ply
1
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Jul 15 20:01:10 2015 Page 1 Universal Forest Products ID:ze_ozUp2lAvC14PA258I8?yxk8l-SkE98WGKV20BQWbE4HHR0JxKAGsd3g92LMLKpVyxk6t
Scale = 1:52.3
T2 T2
B1
W4
W3
W2
W1
W4
W3
W2
W1
B2
1
2
3
4
5
6
7
8
9
14
13 12 11
10
21 22 23 24 25
3x8
5x6
3x8
3x4 3x4 3x4
4x4
3x4
1.5x3
3x4
4x4
3x4
1.5x3
3x4
24-8-0
1-4-81-7-01-7-4
1-7-4
9-8-1
8-0-13
17-8-15
8-0-13
25-9-12
8-0-13
27-5-0
1-7-4
1-7-4
1-7-4
7-7-14
6-0-10
13-8-8
6-0-10
19-9-2
6-0-10
25-9-12
6-0-10
27-5-0
1-7-4
0-6-1010-10-00-6-109.00 12
Plate Offsets (X,Y)-- [1:Edge,0-0-10], [5:0-3-1,0-2-8], [9:0-0-0,0-0-10]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix-M)
0.650.770.57
DEFL.
Vert(LL)Vert(TL)Horz(TL)Wind(LL)
in-0.19-0.300.060.02
(loc)11-1311-131011-13
l/defl>999>962n/a>999
L/d240180n/a360
PLATES
MT20
Weight: 131 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF 2100F 1.8EBOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2 *Except*
W3,W1: 2x4 SPF No.2 or 2x4 SPF Stud
BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 7-10, 3-14
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS.(lb/size)10=1977/0-5-8 (min. 0-3-2), 14=1977/0-5-8 (min. 0-3-2)Max Horz14=-236(LC 6)Max Uplift10=-73(LC 9), 14=-73(LC 8)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-415/125, 3-4=-1836/331, 4-5=-1615/365, 5-6=-1614/365, 6-7=-1835/331, 7-8=-415/125BOT CHORD 14-21=-89/1414, 21-22=-89/1414, 13-22=-89/1414, 13-23=-2/1043, 12-23=-2/1043, 11-12=-2/1043, 11-24=-67/1413, 24-25=-67/1413, 10-25=-67/1413WEBS5-11=-145/789, 7-11=-436/233, 7-10=-1730/140, 8-10=-557/251, 5-13=-145/792, 3-13=-436/233, 3-14=-1732/140, 2-14=-558/251
NOTES-
1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33
2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any 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 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf.6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 10 and 73 lb uplift at joint 14.7) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job
15071968B
Truss
T03DGE
Truss Type
COMMON SUPPORTED GAB
Qty
1
Ply
1
Leeds, MA
Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Wed Jul 15 20:02:17 2015 Page 1 Universal Forest Products ID:ze_ozUp2lAvC14PA258I8?yxk8l-_doUCQ4LjdTgzpC6Vs_9DRDtYGs1G1evlI3Ng6yxk5q
Scale = 1:48.9
T2 T2
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
T1 T1
B1
O2
O1 O3
1
2
3
4
5
6 7
8
9 10
11
12
13
14
15
26 25 24 23 22 21 20 19 18 17 16
3x4
4x4
3x4
3x4
5x6
3x4
26-10-8
26-10-8
13-5-4
13-5-4
26-10-8
13-5-4
10-0-159.00 12
Top chord dropped for
2x8 outllokers
Plate Offsets (X,Y)-- [21:0-3-0,0-3-0]
LOADING (psf)TCLL(Roof Snow=40.0)TCDL
BCLL
BCDL
40.0
15.0
0.0 *
10.0
SPACING-
Plate Grip DOLLumber DOL Rep Stress IncrCode
2-0-01.151.15YESIRC2009/TPI2007
CSI.
TCBCWB(Matrix)
0.320.210.26
DEFL.
Vert(LL)Vert(TL)Horz(TL)
inn/an/a-0.01
(loc)- - 16
l/defln/an/an/a
L/d999999n/a
PLATES
MT20
Weight: 136 lb FT = 4%
GRIP
197/144
LUMBER-TOP CHORD 2x4 SPF No.2BOT CHORD 2x4 SPF No.2
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except*
ST6,ST5: 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.
WEBS T-Brace:2x4 SPF No.2 - 8-21, 7-22, 9-20
Fasten (2X) T and I braces to narrow edge of web with 10d (0.131"x3") nails, 6in o.c.
,with 3in minimum end distance.
Brace must cover 90% of web length.
MiTek recommends that Stabilizers and required cross bracing be installedduring truss erection, in accordance with Stabilizer Installation guide.REACTIONS.All bearings 24-8-0.(lb) - Max Horz26=-224(LC 6)Max Uplift All uplift 100 lb or less at joint(s) 22, 23, 24, 20, 19, 18 except 25=-179(LC 7), 26=-107(LC 6), 17=-173(LC 6), 16=-100(LC 7)Max Grav All reactions 250 lb or less at joint(s) 25, 17 except 21=514(LC 1), 22=397(LC 2), 23=290(LC 2), 24=295(LC 2), 26=529(LC 2), 20=397(LC 3), 19=290(LC 3), 18=295(LC 3), 16=529(LC 3)
FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-100/358, 2-3=-92/286, 3-4=-15/315, 4-5=0/308, 5-6=0/294, 6-7=0/315, 7-8=0/323, 8-9=0/323,
9-10=0/315, 10-11=0/294, 11-12=0/308, 12-13=-11/315, 13-14=-87/286, 14-15=-97/358
WEBS 8-21=-474/0, 7-22=-356/79, 5-23=-255/99, 2-26=-379/127, 9-20=-356/79, 11-19=-255/99, 14-16=-379/127
NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) 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 asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) All plates are 1.5x3 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 22, 23, 24, 20, 19, 18 except (jt=lb) 25=179,26=107, 17=173, 16=100.10) Non Standard bearing condition. Review required.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard