05 -059 14042962B-Vizentin_Newsome-Fleury-050114-DwgsOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
NONE 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
231 Main Street PO Box 289
Easthampton, MA 01027
Fleury LumberSOLD
TO (413) 527-2693
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
FFKEDEF
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
14042962B
Brian Tetreault
Massachusetts /
/ /
David Laurin
(413) 527-2693
PAGE 1
SPECIAL INSTRUCTIONS:
*For pricing only based on 4/28/14 plans. *Floor loading only. No roof loads or point loads on floors. *EWP in separate quote.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:2nd Floor
Vizentin / Newsome Residence
BUILDING DEPARTMENT
Floor Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE05/01/14
324 Audubon Rd.
Leeds, MA 01053
2nd Floor Trusses-Tim Seney
David Laurin
05/01/14
05/01/14
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
QTY DEPTH O/A
LEFT RIGHT
CANTILEVER
LEFT RIGHTID
TOTALPRICEPRICEUNITEND TYPE INT BEARING
SIZE LOCATIONPROFILE
FLOOR
FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.)
1.00
PLY SPAN SPAN
BASE
LEFT RIGHT
STUB
F01
01-02-00
16-02-04 9 16-02-04
F02
01-02-00
12-05-08 2 12-05-08
F03
01-02-00
16-04-00 2 16-04-00
F04
01-02-00
16-02-04 11 16-02-04
F05
01-02-00
13-09-12 9 13-09-12
F06
01-02-00
13-09-12 8 13-09-12
F07
01-02-00
03-08-00 4 03-08-00
F10
01-02-00
20-00-00 4 20-00-00
F10A
01-02-00
20-00-00 7 20-00-00
FG01
01-02-00
16-04-00 1 16-04-00
FG01A
1 01-02-00
16-02-042 Ply 16-02-04
FG02
01-02-00
04-04-00 1 04-04-00
FG03
01-02-00
13-09-12 1 13-09-12
FG03A
01-02-00
13-09-12 1 13-09-12
FG04
01-02-00
07-11-04 1 07-11-04
FLOOR SUB-TOTAL:
FT-IN-16
ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE
ITEMS
FTC1USP Hangers NE 4 Floor Truss Clip Single 4x2
MSH422Hanger 1
THO35140Hanger 9
ITEMS SUB-TOTAL:
OVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-04-03
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
NONE 1
QUOTE
LAYOUT
CUTTING
BT1
BT1
DATEBY
SHIP
TO
231 Main Street PO Box 289
Easthampton, MA 01027
Fleury LumberSOLD
TO (413) 527-2693
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
FFKEDEF
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
14042962B
Brian Tetreault
Massachusetts /
/ /
David Laurin
(413) 527-2693
PAGE 2
SPECIAL INSTRUCTIONS:
*For pricing only based on 4/28/14 plans. *Floor loading only. No roof loads or point loads on floors. *EWP in separate quote.
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:2nd Floor
Vizentin / Newsome Residence
BUILDING DEPARTMENT
Floor Trusses
JOB CATEGORY: Residential
LOT # SUBDIV:
DATE05/01/14
324 Audubon Rd.
Leeds, MA 01053
2nd Floor Trusses-Tim Seney
David Laurin
05/01/14
05/01/14
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5257
UFP Belchertown, LLC
ACCEPTED BY BUYER
PURCHASER:
BY: TITLE:
ADDRESS:
PHONE: DATE:
ACCEPTED BY SELLER
BY:
TITLE:
DATE OF ACCEPTANCE:
SUB-TOTAL
GRAND TOTAL
Shift trusses for plumbing hits where applicable.EWP Framing (Joists and Beams) in Separate QuoteAdjust wall heights, so floorplanes out.BBO1BBO2B1-2B2-2FG03AFG04FG03FG02FG01FG01AF02F02F03F03THO35140THO35140THO35140THO35140THO35140MSH422THO35140THO35140THO35140THO35140F01(9)F06(8)F05(9)F07(4)F04(11)F10A(7)F10(4)40' 0" 6"24' 0" 4' 0" 11' 6"40' 0" 30' 0"12' 6" 7' 6"40' 0"90' 0"30' 0"12' 6" 7' 6"28' 0"12' 0"90' 0"1' 9"7' 3"6' 11"2' 3"1' 8"10' 0" 1' 10 1/4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 3 3/4"8 1/4"2' 0" 2' 2 3/4"1' 9 1/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10 1/4"THIS 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 UFPVizentin / NewsomeResidence324 Audubon Rd. Leeds, MA5/1/14Preliminary /For Approval14042962B
Job
14042962B
Truss
F01
Truss Type
Floor
Qty
9
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:34:39 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-iUw?Lnrv3ntzJ8vnYp_WxRJi2kbYJZo7aOUcV0zKufk
Scale = 1:27.7
B1
W1 BL1
T2T1
W5W3W5W5W7W6
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
16
1.5x3
6x8
3x6
1.5x3
3x4
3x4 3x8
4x10 4x8
1.5x3 1.5x3 3x4 3x4
3x4
1.5x3
1.5x3
6-6-0
0-3-12
0-3-12
16-2-4
15-10-8
2-6-0 2-5-0 1-7-0 1-0-0
0-3-12
0-1-8
1-2-00-11-01-2-0Plate Offsets (X,Y): [1:0-1-8,Edge], [6:0-1-8,Edge], [13:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.48
0.60
0.65
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.21
-0.45
-0.01
(loc)13-14
13-14
10
l/defl>901
>422
n/a
L/d480
360
n/a
PLATESMT20
Weight: 65 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)1=941/0-3-4 (min. 0-1-8), 10=935/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1976/0, 2-3=-1972/0, 3-4=-1996/0, 4-5=-3514/0, 5-6=-3514/0, 6-7=-3184/0, 7-8=-3184/0
BOT CHORD 13-14=0/3149, 12-13=0/3514, 11-12=0/3514, 10-11=0/1995
WEBS 8-10=-2140/0, 1-14=0/2117, 8-11=0/1284, 4-14=-1237/0, 6-11=-719/15, 4-13=0/668
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F02
Truss Type
Floor
Qty
2
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:38:56 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-gwx9Hfy6XlFVed3A6H5nseTd3KEp0rzygtEi0czKubj
Scale = 1:20.7
B1
W1 BL1
T1
W2 W3 W2W2W4
1 2 3 4 5 6 7
12 11 10 9 8
13
3x4
3x6 3x6
1.5x3
3x4
1.5x3
1.5x3
3x4
3x6 3x6
3x6
1.5x3
4-3-0
4-3-0
4-4-8
0-1-8
5-2-0
0-9-8
5-11-8
0-9-8
12-5-8
6-6-0
2-6-0 1-6-0 1-7-0 1-0-0 0-1-8
1-2-01-2-0Plate Offsets (X,Y): [4:0-1-8,Edge], [11:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.48
0.91
0.48
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.13
-0.29
0.04
(loc)9-10
8-9
8
l/defl>999
>507
n/a
L/d480
360
n/a
PLATESMT20
Weight: 48 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)12=732/Mechanical, 8=726/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2040/0, 3-4=-2040/0, 4-5=-2180/0, 5-6=-2180/0
BOT CHORD 11-12=0/1485, 10-11=0/2040, 9-10=0/2040, 8-9=0/1473
WEBS 3-11=-253/0, 2-12=-1598/0, 2-11=0/760, 6-8=-1578/0, 6-9=0/763, 5-9=-272/0, 4-9=-157/357
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) Refer to girder(s) for truss to truss connections.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F03
Truss Type
Floor
Qty
2
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:45:15 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-4qLRqFYrHB?kctX0oOOfjZfOu6gyKCNkqLYGp8zKuVo
Scale = 1:27.5
B1
W1 BL1
T1
W3 W4
B2
T2123456789 10
17 16 15 14 13 12 11
18
3x10 MT20H FP
1.5x3 1.5x3 3x6 FP
4x4
1.5x3
1.5x3
3x4
3x6
3x8
4x10
1.5x3
4x4
3x6
3x8
4x10
1.5x3
8-1-88-1-8 8-3-00-1-89-0-80-9-8 9-10-00-9-8 16-4-06-6-0
2-6-0 0-4-8 1-7-0 1-0-0 0-1-8
1-2-01-2-0Plate Offsets (X,Y): [6:0-1-8,Edge], [15:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.45
0.56
0.70
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.23
-0.40
0.06
(loc)15-16
15-16
11
l/defl>841
>483
n/a
L/d480
360
n/a
PLATESMT20
MT20H
Weight: 62 lb FT = 4%F, 4%E
GRIP197/144
148/108
LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)17=969/0-3-8 (min. 0-1-8), 11=963/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3334/0, 3-4=-3334/0, 4-5=-3663/0, 5-6=-3663/0, 6-7=-3322/0, 7-8=-3322/0, 8-9=-3322/0
BOT CHORD 16-17=0/2022, 15-16=0/3746, 14-15=0/3663, 13-14=0/3663, 12-13=0/3663, 11-12=0/2064
WEBS 5-15=-219/380, 2-17=-2182/0, 2-16=0/1416, 4-16=-553/0, 4-15=-484/300, 9-11=-2214/0, 9-12=0/1358, 6-12=-702/0
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) All plates are MT20 plates unless otherwise indicated.
4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F04
Truss Type
FLOOR
Qty
11
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:38:34 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-Khcrf7hJj_Ud?FNxpgidy?YvlTqUtu7jdSvYFuzKuc3
Scale = 1:28.3
B1
W1 BL1
T2T1
W3 W5 W6 W5W5W7
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
16
1.5x3
6x8 1.5x3
3x4
3x4
3x4
1.5x3
1.5x3
3x4
4x10
1.5x3 3x4
3x6
3x6
3x8
1.5x3
0-2-9
0-2-9
2-10-1
2-7-8
7-11-12
5-1-11
8-1-4
0-1-8
8-10-12
0-9-8
9-8-4
0-9-8
16-2-4
6-6-0
2-6-0 2-6-3 1-7-0 1-0-0
0-2-9
0-1-8
1-2-00-11-01-2-0Plate Offsets (X,Y): [1:0-1-8,Edge], [6:0-1-8,Edge], [13:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
20.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
1-4-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.35
0.47
0.51
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.14
-0.36
-0.01
(loc)13-14
13-14
10
l/defl>999
>521
n/a
L/d480
360
n/a
PLATESMT20
Weight: 65 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)1=737/0-2-1 (min. 0-1-8), 1=737/0-2-1 (min. 0-1-8), 10=732/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1546/0, 2-3=-1543/0, 3-4=-1562/0, 4-5=-2767/0, 5-6=-2767/0, 6-7=-2494/0, 7-8=-2494/0
BOT CHORD 13-14=0/2478, 12-13=0/2767, 11-12=0/2767, 10-11=0/1569
WEBS 1-14=0/1656, 4-14=-983/0, 4-13=0/495, 8-10=-1683/0, 8-11=0/998, 6-11=-551/0
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 1.5) Non Standard bearing condition. Review required.6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.7) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
8) 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.
9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.10) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F05
Truss Type
Floor
Qty
9
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:45:37 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-R3glRmpe5ymcFFDE5?oqcCZ9gz5VU6w_umtQbtzKuVS
Scale = 1:23.5
B1
BL1 W5
T1 T2
W4W2W2W2W3
1 2 3 4 5 6 7 8
13 12 11 10 9
14
1.5x3 3x6
1.5x3 6x6 3x4 3x4
4x12
3x6 1.5x3
3x6
3x4 1.5x3
3x4
1.5x3
13-6-0
13-6-0
13-9-12
0-3-12
2-6-0 1-6-0 1-3-0
0-1-8
0-3-12
1-2-00-11-01-2-0Plate Offsets (X,Y): [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.50
0.91
0.89
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.17
-0.35
0.01
(loc)10-11
12-13
8
l/defl>934
>451
n/a
L/d480
360
n/a
PLATESMT20
Weight: 53 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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, Except:
2-2-0 oc bracing: 11-12.REACTIONS (lb/size)13=793/0-5-8 (min. 0-1-8), 8=799/0-3-4 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2522/0, 3-4=-2522/0, 4-5=-2522/0, 5-6=-1679/0, 6-7=-1679/0, 7-8=-1683/0
BOT CHORD 12-13=0/1635, 11-12=0/2522, 10-11=0/2436
WEBS 8-10=0/1792, 2-13=-1752/0, 2-12=0/1009, 5-10=-817/0, 5-11=-113/403
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F06
Truss Type
Floor
Qty
8
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:46:18 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-kyfF2nIMRYxogZr6?61Rmrm8gV4rafy0JeI5X?zKuUp
Scale = 1:23.7
B1
BL1 W5
T1 T2
W4W2W2W2W3
1 2 3 4 5 6 7 8
13 12 11 10 9
14
1.5x3 3x6
1.5x3 6x6 3x4 3x4
4x12
3x6 1.5x3
3x6
3x4 1.5x3
3x4
1.5x3
13-7-3
13-7-3
13-9-12
0-2-9
2-6-0 1-7-3 1-3-0
0-1-8
0-2-9
1-2-00-11-01-2-0Plate Offsets (X,Y): [8:0-1-8,Edge], [11:0-1-8,Edge], [12:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.54
0.93
0.89
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.18
-0.36
0.01
(loc)10-11
12-13
8
l/defl>882
>447
n/a
L/d480
360
n/a
PLATESMT20
Weight: 53 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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, Except:
2-2-0 oc bracing: 11-12.REACTIONS (lb/size)13=798/0-5-8 (min. 0-1-8), 8=805/0-2-1 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2556/0, 3-4=-2556/0, 4-5=-2556/0, 5-6=-1694/0, 6-7=-1694/0, 7-8=-1698/0
BOT CHORD 12-13=0/1650, 11-12=0/2556, 10-11=0/2465
WEBS 8-10=0/1808, 2-13=-1768/0, 2-12=0/1032, 5-10=-832/0, 3-12=-254/0, 5-11=-108/415
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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.
8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
9) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F07
Truss Type
Floor
Qty
4
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:46:24 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-Z60WIrN71OhxOUJGLN7r060EiwIP_YJuialPlezKuUj
Scale = 1:8.6
B1
BL1
W1 W1W1
T1
W3W2
1 2 3
5 4
6
3x6
1.5x3 3x4
3x6
3x4
0-3-0
0-3-0
3-8-0
3-5-0
0-8-0 2-6-0
0-1-8
1-2-01-2-0LOADING (psf)TCLLTCDL
BCLL
BCDL
40.010.0
0.0
10.0
SPACINGPlates IncreaseLumber Increase
Rep Stress Incr
Code
2-0-01.001.00
YES
IBC2009/TPI2007
CSITCBC
WB
(Matrix)
0.310.22
0.07
DEFLVert(LL)Vert(TL)
Horz(TL)
in0.00-0.07
0.00
(loc)54-5
4
l/defl****>614
n/a
L/d480360
n/a
PLATESMT20
Weight: 17 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=199/0-5-8 (min. 0-1-8), 4=205/Mechanical
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.WEBS 2-5=-276/0
NOTES
1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.2) Attach ribbon block to truss with 3-10d nails applied to flat face.3) Refer to girder(s) for truss to truss connections.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
6) 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.7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
F10
Truss Type
Floor
Qty
4
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:48:08 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-W6Ir7PeMXLoBtTGGRD?ED2Kz3rioMO_CcmywPdzKuT5
Scale = 1:33.6
B1
BL1 BL1
T1
W3
B2
T2
W4
1 2 3 4 5 6 7 8 9 10 11 12
20 19 18 17 16 15 14 13
21 22
3x12 M18SHS FP3x8
1.5x3 1.5x3 3x6 FP
1.5x3
3x4
4x4
1.5x3 4x10
4x10
1.5x3 3x4
3x6
1.5x3
3x8
4x10
4x10
1.5x3
3x6
10-3-0
10-3-0
11-0-0
0-9-0
11-9-0
0-9-0
20-0-0
8-3-0
2-0-0 1-7-8 1-6-0 1-9-0
0-1-8
0-1-8
1-2-01-2-0Plate Offsets (X,Y): [6:0-1-8,Edge], [16:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.40
0.60
0.91
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.36
-0.62
0.09
(loc)17-18
17-18
13
l/defl>665
>382
n/a
L/d480
360
n/a
PLATESMT20
M18SHS
Weight: 85 lb FT = 4%F, 4%E
GRIP197/144
220/195
LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)20=1179/0-5-8 (min. 0-1-8), 13=1179/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3797/0, 3-4=-3797/0, 4-5=-5510/0, 5-6=-5510/0, 6-7=-5514/0, 7-8=-5514/0, 8-9=-3794/0, 9-10=-3794/0,
10-11=-3794/0
BOT CHORD 19-20=0/2162, 18-19=0/4856, 17-18=0/5514, 16-17=0/5514, 15-16=0/4855, 14-15=0/4855, 13-14=0/2158
WEBS 7-16=-314/0, 2-20=-2402/0, 2-19=0/1832, 4-19=-1186/0, 4-18=0/733, 5-18=-284/10, 6-18=-530/411, 11-13=-2397/0, 11-14=0/1833, 8-14=-1189/0, 8-16=0/1010
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.3) All plates are MT20 plates unless otherwise indicated. 4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
7) 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
Job
14042962B
Truss
F10A
Truss Type
Floor
Qty
7
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:49:04 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-tuh0uYJULYsEb3Y0j_?MVseagQuPUjwSUTWtMNzKuSD
Scale = 1:33.6
B1
BL1 BL1
T1
W3 W4 W5 W6
B2
T21234567891011 12 13
22 21 20 19 18 17 16 15 14
23 24
3x6 FP3x6
1.5x3 1.5x3 3x6 FP
1.5x3
3x4
3x4
1.5x3
3x8
3x4
3x6
3x6 3x6
3x8
1.5x3
3x8
4x8
1.5x3
3x4
4x8
4x8
3-2-12
3-2-12
8-3-0
5-0-4
9-0-0
0-9-0
9-9-0
0-9-0
17-9-4
8-0-4
20-0-0
2-2-12
2-0-0 0-10-4 0-7-12 1-6-0 1-7-12 1-10-4
0-1-8
0-1-8
1-2-01-2-0Plate Offsets (X,Y): [6:0-1-8,Edge], [12:0-3-0,Edge], [14:Edge,0-1-8], [18:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
YES
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.29
0.31
0.84
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.09
-0.18
0.01
(loc)17-18
17-18
15
l/defl>999
>963
n/a
L/d480
360
n/a
PLATESMT20
Weight: 88 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)22=-214/0-3-8 (min. 0-1-8), 21=1426/0-5-8 (min. 0-1-8), 15=1820/0-5-8 (min. 0-1-8), 14=-673/0-3-8 (min. 0-1-8)Max Uplift22=-327(LC 5), 14=-750(LC 5)Max Grav22=46(LC 4), 21=1427(LC 2), 15=1823(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=0/1118, 3-4=0/1123, 4-5=-1198/0, 5-6=-1198/0, 6-7=-1560/0, 7-8=-1560/0,
8-9=-1070/0, 9-10=-1070/0, 10-11=-1070/0, 11-12=0/1520BOT CHORD 21-22=-740/0, 20-21=0/285, 19-20=0/1560, 18-19=0/1560, 17-18=0/1563, 14-15=-1520/0WEBS12-15=-1007/0, 2-22=0/825, 2-21=-679/0, 4-21=-1549/0, 4-20=0/1027, 6-20=-721/0,
11-15=-1697/0, 11-17=0/1204, 8-17=-552/0, 12-14=0/1696
NOTES
1) Unbalanced floor live loads have been considered for this design.2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 22 and 750 lb uplift
at joint 14.
5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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.
8) CAUTION, Do not erect truss backwards.
LOAD CASE(S)Standard
Job
14042962B
Truss
FG01
Truss Type
Floor Girder
Qty
1
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:52:31 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-JjhGKKpKb9xswtsoLyDvOVjspsT_UKQw5A9K8tzKuP_
Scale = 1:27.5
B1
BL1 W1
T1
W3 W6W4W5
B2
T212345678910 11
19 18 17 16 15 14 13 12
20
3x10 MT20H FP3x8
1.5x3
3x8
1.5x3 3x6 FP
1.5x3
3x4
4x4
2x4 4x8
4x10
1.5x3
5x8
5x10 3x6
1.5x3
4x4
4x10
THO35140
6-6-06-6-0 7-3-80-9-8 8-1-00-9-88-2-80-1-8 12-7-44-4-12 16-4-03-8-12
2-6-0 1-0-0 1-7-0 0-4-8 1-2-8 0-11-0
0-1-8
1-2-01-2-0Plate Offsets (X,Y): [4:0-1-8,Edge], [5:0-1-8,0-0-0], [8:0-4-8,Edge], [13:0-4-8,Edge], [16:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
NO
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.65
0.62
0.95
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.24
-0.44
0.06
(loc)15-16
15-16
12
l/defl>814
>444
n/a
L/d480
360
n/a
PLATESMT20
MT20H
Weight: 72 lb FT = 4%F, 4%E
GRIP197/144
165/146
LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)19=1072/0-5-8 (min. 0-1-8), 12=1334/0-3-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3848/0, 3-4=-3848/0, 4-5=-4416/0, 5-6=-4416/0, 6-7=-4457/0, 7-8=-4457/0, 8-9=-3868/0, 9-10=-3868/0
BOT CHORD 18-19=0/2337, 17-18=0/4416, 16-17=0/4416, 15-16=0/4613, 14-15=0/3951, 13-14=0/3951, 12-13=0/2916
WEBS 5-16=0/648, 2-19=-2508/0, 2-18=0/1631, 4-18=-1060/0, 10-12=-3148/0, 10-13=0/1335, 6-16=-827/0, 8-13=-900/0,
8-15=0/631
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) All plates are MT20 plates unless otherwise indicated. 4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
7) 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.
8) CAUTION, Do not erect truss backwards.9) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 12-7-4 from the left end to connecttruss(es) FG02 (1 ply 2x4 SPF) to back face of top chord. 10) Fill all nail holes where hanger is in contact with lumber.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 12-19=-20, 1-11=-100
Concentrated Loads (lb)
Vert: 8=-474(B)
Job
14042962B
Truss
FG01A
Truss Type
FLOOR GIRDER
Qty
1
Ply
2
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:55:15 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-WGbGlPoCzYbbb4PKyO9M15WztzU1vbo2ohu0uNzKuMQ
Scale = 1:27.8
B1
W1 BL1
T2T1
W3 W6 W7 W9W9W8W5
T312345678910 11
18 17 16 15 14 13 12
19
1.5x3
6x8
3x6
1.5x3 3x6 FP
3x4
3x4
3x4
1.5x3
1.5x3
3x4
4x10
4x10
4x10
3x4 3x6
3x8
1.5x3
MSH422
0-3-12
0-3-12
3-7-0
3-3-4
7-11-12
4-4-12
8-1-4
0-1-8
8-10-12
0-9-8
9-8-4
0-9-8
16-2-4
6-6-0
2-6-0 0-4-0 1-9-8 2-5-0 1-7-0 1-0-0
0-3-12
0-1-8
1-2-00-11-01-2-0Plate Offsets (X,Y): [1:0-1-8,Edge], [7:0-1-8,Edge], [15:0-1-8,Edge], [16:0-4-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
NO
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.36
0.45
0.52
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.14
-0.27
-0.01
(loc)15-16
15-16
12
l/defl>999
>685
n/a
L/d480
360
n/a
PLATESMT20
Weight: 152 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 DF 2850F 2.3E(flat)
BOT CHORD 2x4 DF 2850F 2.3E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)1=1803/0-3-4 (min. 0-1-8), 12=1154/0-5-8 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3881/0, 2-3=-3876/0, 3-4=-3890/0, 4-5=-4977/0, 5-6=-5039/0, 6-7=-5039/0, 7-8=-4239/0, 8-9=-4239/0,
9-10=-4239/0
BOT CHORD 16-17=0/4940, 15-16=0/5363, 14-15=0/5039, 13-14=0/5039, 12-13=0/2542
WEBS 7-14=0/367, 1-17=0/4174, 5-16=-440/0, 5-15=-745/0, 10-12=-2729/0, 10-13=0/1832, 7-13=-1404/0, 4-16=0/373, 4-17=-1840/0
NOTES
1) Fasten trusses together to act as a single unit as per standard industry detail, or loads are to be evenly applied to all plies.
2) Unbalanced floor live loads have been considered for this design.
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.4) Attach ribbon block to truss with 3-10d nails applied to flat face.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
7) 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.8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.9) CAUTION, Do not erect truss backwards.10) Use USP MSH422 (With 10d nails into Girder & 10d nails into Truss) or equivalent at 3-7-0 from the left end to connect truss(es)
FG02 (1 ply 2x4 SPF) to back face of top chord.
11) Fill all nail holes where hanger is in contact with lumber.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 12-18=-20, 1-11=-100
Concentrated Loads (lb)
Vert: 4=-1081(B)
Job
14042962B
Truss
FG02
Truss Type
FLOOR GIRDER
Qty
1
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:51:19 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-QsL2DixAY1s4HpMz7qw0TKkb_rzRcwAJXzjXc2zKuQ6
Scale = 1:8.5
B1
W1 W1 W1W1
T1
T1
W3W2
1 2 3
5 4
6
3x6
3x6
3x6
3x6 5x6
Special
4-4-0
4-4-0
1-4-0 2-6-0
1-2-01-2-0LOADING (psf)TCLLTCDL
BCLL
BCDL
40.010.0
0.0
10.0
SPACINGPlates IncreaseLumber Increase
Rep Stress Incr
Code
2-0-01.001.00
NO
IBC2009/TPI2007
CSITCBC
WB
(Matrix)
0.460.28
0.27
DEFLVert(LL)Vert(TL)
Horz(TL)
in0.00-0.11
0.01
(loc)54-5
4
l/defl****>463
n/a
L/d480360
n/a
PLATESMT20
Weight: 23 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)5=1181/Mechanical, 4=574/Mechanical
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-5=-566/0
BOT CHORD 4-5=0/855
WEBS 2-4=-912/0, 2-5=-1029/0
NOTES1) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It isthe responsibility of the fabricator to increase plate sizes to account for these factors.
2) Refer to girder(s) for truss to truss connections.
3) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
4) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
5) 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.6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 632 lb down at 0-1-8, and 632lb down at 2-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.
7) Special hanger(s) or other connection device(s) shall be provided at 1-2-4 from the left end sufficient to connect truss(es) to front
face of top chord. The design/selection of such special connection device(s) is the responsibility of others.
8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 4-5=-20, 1-3=-100Concentrated Loads (lb)Vert: 1=-632(F) 6=-632(F)
Job
14042962B
Truss
FG03
Truss Type
Floor Girder
Qty
1
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:58:22 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-YEPy?L3Vx?93XpCGPA0D6Wlp0MGMD3yaoHhPy1zKuJV
Scale = 1:23.5
B1
BL1 W7
T1 T2
W5W2W4W2W2W3
1 2 3 4 5 6 7 8 9
15 14 13 12 11 10
16
1.5x3 4x8
1.5x3 6x8 3x4 3x4
4x10
5x10 1.5x3
3x4
4x10
3x6 1.5x3
3x6
1.5x3
5x10
THO35140
3-9-12
3-9-12
5-3-0
1-5-4
13-6-0
8-3-0
13-9-12
0-3-12
2-6-0 0-10-8 1-3-0 0-3-0
0-1-8
0-3-12
1-2-00-11-01-2-0Plate Offsets (X,Y): [3:0-4-8,Edge], [9:0-1-8,Edge], [12:0-1-8,Edge], [13:0-1-8,Edge], [14:0-4-8,Edge], [15:Edge,0-1-8]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
NO
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.79
0.60
0.97
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.18
-0.37
0.01
(loc)11-12
11-12
9
l/defl>911
>430
n/a
L/d480
360
n/a
PLATESMT20
Weight: 61 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size)15=1336/0-5-8 (min. 0-1-8), 9=1011/0-3-4 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3921/0, 3-4=-4102/0, 4-5=-4102/0, 5-6=-4102/0, 6-7=-2155/0, 7-8=-2131/0, 8-9=-2135/0
BOT CHORD 14-15=0/3005, 13-14=0/4002, 12-13=0/4102, 11-12=0/3499
WEBS 9-11=0/2287, 2-15=-3226/0, 3-13=-320/144, 6-11=-1442/0, 6-12=0/967, 3-14=-907/0, 2-14=0/1329
NOTES1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.
4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8) CAUTION, Do not erect truss backwards.
9) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 3-9-12 from the left end to connecttruss(es) FG04 (1 ply 2x4 SPF) to back face of top chord. 10) Fill all nail holes where hanger is in contact with lumber.11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 10-15=-20, 1-9=-100
Concentrated Loads (lb)
Vert: 3=-755(B)
Job
14042962B
Truss
FG03A
Truss Type
Floor Girder
Qty
1
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 12:00:17 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-gMrR7gSesKelqVUMepaBGn0YFiX2f6zVFg2?UszKuHi
Scale = 1:23.7
B1
W1 BL1
T2T1
W5W3W7W5W5W6
1 2 3 4 5 6 7 8 9 10
17 16 15 14 13 12 11
18
1.5x3
6x8
3x8
1.5x3 3x4 3x4 4x8
4x10 4x10
1.5x3
3x6
1.5x3 3x4
3x4
1.5x3
1.5x3
4x10
THO35140
0-2-9
0-2-9
10-0-0
9-9-7
13-9-12
3-9-12
2-6-0 0-2-11 1-3-0 0-10-8
0-2-9
0-1-8
1-2-00-11-01-2-0Plate Offsets (X,Y): [2:0-1-8,Edge], [5:0-1-8,Edge], [6:0-1-8,Edge], [8:0-4-8,Edge], [12:0-4-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
NO
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.46
0.55
0.87
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.16
-0.30
0.01
(loc)13-14
13-14
11
l/defl>999
>548
n/a
L/d480
360
n/a
PLATESMT20
Weight: 62 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF 2100F 1.8E(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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)11=1215/0-5-8 (min. 0-1-8), 1=966/0-1-12 (min. 0-1-8)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2202/0, 3-4=-2201/0, 4-5=-2240/0, 5-6=-3471/0, 6-7=-3816/0, 7-8=-3816/0, 8-9=-3495/0
BOT CHORD 15-16=0/3471, 14-15=0/3471, 13-14=0/3471, 12-13=0/3565, 11-12=0/2701
WEBS 9-11=-2898/0, 2-16=0/2363, 9-12=0/1136, 4-16=-347/0, 7-13=-278/0, 5-16=-1406/0, 6-13=0/717, 5-15=0/305,
8-12=-760/0, 8-13=0/309
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Attach ribbon block to truss with 3-10d nails applied to flat face.4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1.5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.6) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.
7) 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.
8) CAUTION, Do not erect truss backwards.9) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent at 10-0-0 from the left end to connecttruss(es) to back face of top chord. 10) WARNING: The following hangers are manually applied but fail due to geometric considerations: THO35140 on back face at 10-0-0
from the left end.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)
Vert: 11-17=-20, 1-2=-100, 2-10=-100
Concentrated Loads (lb)
Vert: 8=-550(B)
Job
14042962B
Truss
FG04
Truss Type
Floor Girder
Qty
1
Ply
1
Vizentin / Newsome Residence
Job Reference (optional)7.430 s Jul 25 2013 MiTek Industries, Inc. Thu May 01 11:49:46 2014 Page 1 Universal Forest Products ID:MVAv3EIi_Dzf0ZjpeHpvIpzKvz3-ezDuivpqSS8HdWl5BolDCiOc6L8yJqrd8?h6qxzKuRZ
Scale = 1:14.7
B1
W1 W1
T1
W2W2W3
1 2 3 4 5
9 8 7 6
10 11 123x4
3x6
3x4
3x6
3x4 3x4
3x4
1.5x3
1.5x3
THO35140 THO35140
THO35140
Special
7-11-4
7-11-4
2-6-0 0-1-0 2-1-4
1-2-01-2-0Plate Offsets (X,Y): [1:Edge,0-1-8], [2:0-1-8,Edge], [7:0-1-8,Edge]
LOADING (psf)TCLL
TCDL
BCLL
BCDL
40.0
10.0
0.0
10.0
SPACINGPlates Increase
Lumber Increase
Rep Stress Incr
Code
2-0-01.00
1.00
NO
IBC2009/TPI2007
CSITC
BC
WB
(Matrix)
0.86
0.65
0.42
DEFLVert(LL)
Vert(TL)
Horz(TL)
in-0.04
-0.18
0.02
(loc)6-7
6-7
6
l/defl>999
>514
n/a
L/d480
360
n/a
PLATESMT20
Weight: 33 lb FT = 4%F, 4%E
GRIP197/144
LUMBERTOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SPF No.2 or 2x4 SPF Stud(flat)
BRACINGTOP 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=636/Mechanical, 6=706/MechanicalMax Grav9=650(LC 2), 6=855(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-300/0, 2-3=-1289/0, 3-11=-1289/0, 4-11=-1289/0
BOT CHORD 8-9=0/1289, 7-8=0/1289, 6-7=0/1297
WEBS 4-6=-1395/0, 2-9=-1382/0, 4-7=-9/250, 2-8=-271/0, 3-7=0/251
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
3) Refer to girder(s) for truss to truss connections.4) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.5) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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.
7) Use USP THO35140 (With NA9D nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-8
from the left end to 5-6-8 to connect truss(es) F07 (1 ply 2x4 SPF) to front face of top chord. 8) Fill all nail holes where hanger is in contact with lumber.9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down at 7-9-12 on topchord. The design/selection of such connection device(s) is the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)Standard1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00Uniform Loads (plf)Vert: 6-9=-20, 1-5=-100
Concentrated Loads (lb)
Vert: 5=-105(F) 10=-105(F) 11=-105(F) 12=-105(F)