SOV CONDO FLOOR 24090806BF-Condo Project-R-R.K. Miles-Hatfield Quote-102224 SELL floorOVERHANG INFO HEEL HEIGHT
GABLE STUDS
00-00-00
24 IN. OC
END CUT RETURN
PLUMB
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
GG1
GG1
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
/ /
/ /
09/26/24 ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LMCWRKMI
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
24090806BF
Tyler Pohl
Massachusetts /
/ /
Ryan Thompson
(413) 247-8300
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:Floor Trusses
Condo Project-F
BUILDING DEPARTMENT
Floor Trusses
JOB CATEGORY:Single Family Custom
LOT # SUBDIV:
DATE10/22/24
152-154 South Main Street
Northhampton, MA 01062
Ryan Thompson
10/22/24
10/22/24
/ /
DESIGNER Gerson Garcia
QTY DEPTH O/A
LEFT RIGHT
CANTILEVER
LEFT RIGHT
ID
TOTALPRICEPRICEUNITEND TYPE INT BEARING
SIZE LOCATION
PROFILE
FLOOR
FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.)1.00
PLY SPAN SPAN
BASE
LEFT RIGHT
STUB
F01
01-02-00
18-11-14 52 18-11-14
F01L
01-02-00
18-10-12 2 18-10-12
F03L
01-02-00
11-00-12 2 11-00-12
F04
01-02-00
11-01-14 24 11-01-14
F05
01-02-00
07-07-02 26 07-07-02
F05L
01-02-00
04-09-08 2 04-09-08
F06L
01-02-00
13-06-00 2 13-06-00
F08
01-02-00
17-10-04 6 17-10-04
F08L
01-02-00
05-06-00 2 05-06-00
F09
01-02-00
17-10-04 16 17-10-04
F10
01-02-00
06-03-08 16 06-03-08
FA08
01-02-00
17-10-04 2 17-10-04
FLOOR SUB-TOTAL:
ACCEPTED BY BUYER
PURCHASER:
BY:TITLE:
JOB 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.
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.
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
PURCHASE ORDER POLICY: Purchase orders are valid for a period of 30 days. Orders moved past a 30 day period are subject
to price review to current market conditions.
$14,080.00
Confirm plumbing drops
before truss placement.
Notes
1) 14" Deep Hung Top Chord Bearing
Truss @ 16" O.C. U.N.O.
2) Beam by Others.
11-7/8" Deep LVL Beam dropped
7/8" Below Ceiling Height. Confirm
Otherwise Before Order.
6x6 Post or Bearing
Enhancer is Required for
3-ply LVL beams.
Party Wall Raised All the
Way to the Top, Per Plan.
1.30" Beam Total
Deflection.
B2-2B2-2
B1-3 B1-3
B3-2B3-2F01LF01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01 F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01F01LF04F04F04F04F04F04F04F04F04F03LF04F04F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F05F03LF04F04F04F04F04F04F04F04F04F04F01F05FA08F04F05L
F06LF08F08F08F09F09F09F09F09F09F09F09F09F09F09F09F09F09F09F08F08F08FA08F04F06LF05LF04F05
F08LF10F10F10F10F10F10F10F10F08LF10F10F10F10F10F10F10F10F01F05F0924' 0" 30' 0" 70' 0"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"4' 10 1/2"4' 10 1/2"
18' 3"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 0" 1' 4"1' 4"11"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"11"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"9 1/2"1' 1"1' 7 3/16"11 1/2"11"1' 0" 11 1/2"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"11"1' 0" 1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"9 1/2"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"9 1/2"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"6"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"6"11 1/4"1' 4"11 1/4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 1"9 1/2"11"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 0" 1' 4"1' 4"11"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 7 3/16"35' 0" 35' 0"
20' 0" 3' 10" 5' 7" 5' 7" 20' 0"3' 10"5' 7"5' 7"
3' 1" 3' 1"10' 4 7/8"3' 8 1/2"3' 8 1/2"11' 1" 18' 11"54' 0" 15' 2" 4' 10 1/2" 15' 2"4' 10 1/2"10' 4 7/8"TrussTrax.ufpi.comLEFT END OF TRUSS IS NOTED AS (TYPICAL)
Floor Truss @ 16" O.C. U.N.O.
ROOF TRUSS NOTES:This drawing is property of UFP Site Built, LLC.Any unauthorized use of this document withoutwritten permission is prohibited. UFP relinquishesownership of delivered product upon delivery.Owner of product must obtain UFP's authorizationprior to any alteration or modification of product;UFP will not be held responsible for anyunauthorized modifications done or costs incurredwithout prior written authorization from UFP.152-154 South Main StreetNorthampton, MA, 01062Condo Project-RREVISIONSDATE DESCRIPTION DSN- - -- - -- - -- - -- - -- - -- - -- - -
24090806BF
STRUC DATE
JOB #:
DESIGNER GJVG
ARCH DATE
LAYOUT DATE
09/26/2024
10/22/2024
SCALE:N.T.S.THIS IS A TRUSS/COMPONENT PLACEMENT DIAGRAM (TPD) ONLY; NOT AN ENGINEERED DOCUMENT. Trusses are designed as individual buildingcomponents tobe incorporated into the building design at the specification of thebuilding designer. See individual truss design drawings (TDD's) foreach truss designidentified on the TPD. The building designer is responsible for temporaryand permanent bracing of the roof and floor system and for the overall structure. The design of the support structure including but not limited to headers, beams, walls, and columns is also the responsibility of the building designer. For general guidanceregarding installation and bracing, consult "Building Component Safety Information" (BCSI) available from the SBC Association (www.sbcacomponents.com). It is the responsibility of the General Contractor to verify that the provided component layout matches the final intended construction plans, loading conditions, and use. Ifthey do not, it is the responsibility of the General Contractor to notify UFP and provide plans containing the latest specifications and designs. UFP will not be responsible for plan changes by others after final approval of shop drawings, or for errors or modifications made on-site during construction. DO NOT CUT, NOTCH,DRILL, OR OTHERWISE "REPAIR" MANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. The Framer is responsible to verify all dimensions, including adjusting member spacing within tolerances to allow for the drop and rise ofplumbing/HVAC, unless noted otherwise. Truss-to-wall connections, if shown, are for uplift only and do not consider lateral loads. All connectors on this project are to be installed per the connector manufacturer's specifications. All connectors shown that are not truss-to-truss are suggestions only and are to be verified by theBuilding Designer or Engineer of Record for suitability to this particular project. UFP accepts no responsibility for the specific application or suitability of any connector that is not truss-to-truss as they apply to this specific structure.
FLOOR TRUSS PLACEMENT PLAN (315) 253-2758(413) 213-3722(856) 767-0043(800) 488-2811(800) 333-2092(800) 828-2906(607) 563-1556(603) 824-9690UFP AuburnUFP ChicopeeUFP BerlinUFP GordonUFP HudsonUFP New WindsorUFP SidneyUFP Wilton
Scale = 1:43.3
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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, Except:
2-2-0 oc bracing: 17-18.
REACTIONS (size)1=5-08, (min. 1-08), 12=3-08, (min.
1-08)
Max Grav 1=726 (LC 1), 12=726 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-811/0, 2-3=-809/0, 3-4=-2055/0,
4-5=-3125/0, 5-6=-3125/0, 6-7=-3125/0,
7-8=-2836/0, 8-9=-2836/0, 9-10=-2050/0,
10-11=-808/0, 11-12=-811/0
BOT CHORD 20-21=0/1526, 19-20=0/2541, 18-19=0/3125,
17-18=0/3072, 16-17=0/2547, 15-16=0/1522,
14-15=0/1522
WEBS 12-14=0/1027, 1-21=0/1027, 10-14=-930/0,
3-21=-933/0, 10-16=0/687, 3-20=0/689,
9-16=-646/0, 4-20=-632/0, 9-17=0/377,
4-19=0/773, 7-17=-307/0, 7-18=-171/353
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)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.
3)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F01 Floor 52 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:36 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:RhR7dZETl7y04KD7vEs7pYyZi2J-fC8lbyhpQjDC0B7nE52sIPSU3Ip_IRBKeOWeksyQsOL
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
3x6 FP
3x6 FP
=6x6
=3x4
=4x6
=4x4
=4x4
=3x6
=3x4 =1.5x3
=1.5x3
=3x4
=3x4
=3x4
=3x4
=4x4
=4x4
=3x4
=4x6
=6x6
22 21 20 19 18 17 16 15 14 13
1 12234567891011
W2
T1 T1
W1 W4
B1
T2 T3
W3
B2
10-00-02
10-00-02
1-07-142-06-001-03-00
6-00
6-00
4-00
18-11-14
18-01-14
18-07-141-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL)-0.25 17-18 >861 360 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT)-0.38 17-18 >573 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT)-0.05 12 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 78 lb FT = 20%F, 12%E
Scale = 1:40
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
OTHERS 2x4 SP No.3 or 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 18-02-14. except 1=5-08, 18=2-06
(lb) -Max Grav All reactions 250 (lb) or less at joint
(s) 1, 18, 19, 20, 22, 23, 24, 25, 26,
27, 28, 29, 30, 31, 32, 33, 34
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 18.
5)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.
6)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F01L Floor Supported Gable 2 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:37 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:fgeDvlT1nRaEUxc_XeYGedyR9Af-7Oi7pHiRB1L3dLizooZ5rc_neiNv1?oTs2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
3x6 FP
3x6 FP=3x6 =3x6
=3x6 =3x6
34
33 32 31 30 29 28 27 26 25 24 23 22 21 20
19
1 2 17 18345678910111213141516
ST2
T1 T1
W1 ST1
B1
T2 T3
B2
10-00-02
9-01-02 10-00-02
6-00
6-00
2-14
18-10-12
9-00-15
9-06-15
9-00-15
18-07-141-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 67 lb FT = 20%F, 12%E
Scale = 1:30.1
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
OTHERS 2x4 SP No.3 or 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 10-04-14. except 1=2-06, 11=5-08
(lb) -Max Grav All reactions 250 (lb) or less at joint
(s) 1, 11, 12, 13, 14, 15, 16, 17, 18,
19, 20
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)Provide mechanical connection (by others) of truss to
bearing plate at joint(s) 1.
5)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.
6)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F03L Floor Supported Gable 2 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:37 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:IJ4vKQ9PPfSA1ZHZG7VFNSyR94b-7Oi7pHiRB1L3dLizooZ5rc_neiNv1?oTs2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.=3x6 =3x6
=3x6 =3x6
20
19 18 17 16 15 14 13
12
1 2 10 113456789
ST2
T1 T1
W1 ST1
T2
B1
9-01-02
10-00-02
10-00-02
2-14
2-14
6-00
11-00-12
5-01-15
10-06-12
5-01-15
5-04-131-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 40 lb FT = 20%F, 12%E
Scale = 1:40.2
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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.
REACTIONS (size)1=3-08, (min. 1-08), 8=5-08, (min.
1-08)
Max Grav 1=413 (LC 1), 8=413 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-419/0, 2-3=-416/0, 3-4=-1011/0,
4-5=-1011/0, 5-6=-1011/0, 6-7=-430/0,
7-8=-432/0
BOT CHORD 12-13=0/772, 11-12=0/1011, 10-11=0/777
WEBS 8-10=0/546, 1-13=0/528, 6-10=-452/0,
3-13=-463/0, 6-11=0/318, 3-12=0/372
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
5)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F04 Floor 24 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:37 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:BRzY0sEES?gYCEaf_Jb7TDyR93C-7Oi7pHiRB1L3dLizooZ5rc_jfiH_1x2Ts2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=6x6
=3x4
=3x4
=3x4
=3x4 =1.5x3
=1.5x3
=3x4
=3x4
=3x4
=3x4
=6x6
14 13 12 11 10 9
1 8234567
W2
T1 T1
W1 W3
T2
B1
W4
10-00-02
10-00-02
1-03-14
2-06-00
1-03-00
4-00
4-00
6-00
11-01-14
10-03-14
10-07-141-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL)-0.06 10-11 >999 360 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.39 Vert(CT)-0.10 10-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT)-0.01 8 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 46 lb FT = 20%F, 12%E
Scale = 1:28.4
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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.
REACTIONS (size)1=3-08, (min. 1-08), 6=3-08, (min.
1-08)
Max Grav 1=277 (LC 1), 6=277 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-252/0, 3-4=-454/0, 5-6=-252/0
BOT CHORD 10-11=0/454, 9-10=0/454, 8-9=0/454
WEBS 6-8=0/317, 1-11=0/317, 4-8=-261/0,
3-11=-261/0
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)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.
3)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F05 Floor 26 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:37 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:g_933GHABQVLXS9B0N8HzLyR91s-7Oi7pHiRB1L3dLizooZ5rc_kqiKw1zlTs2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=6x6
=3x4
=3x4
=3x4
=1.5x3 =1.5x3
=3x4
=3x4
=3x4
=6x6
12 11 10 9 8 7
1 62345
T1 T1
W2 W1 W3
T2
B1
10-00-02
10-00-02
1-08-02
1-03-00
4-00
4-00
4-00
7-07-02
6-11-02
7-03-021-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.22 Vert(LL)-0.02 10 >999 360 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(CT)-0.02 10 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 6 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 32 lb FT = 20%F, 12%E
Scale = 1:28.8
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
OTHERS 2x4 SP No.3 or 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
4-9-8 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 4-09-08.
(lb) -Max Grav All reactions 250 (lb) or less at joint
(s) 6, 7, 8, 9, 10
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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 Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F05L Floor Supported Gable 2 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:37 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:9_Ijz2voyP3zmS7B3I4U3JyR912-7Oi7pHiRB1L3dLizooZ5rc_m9iNl1?eTs2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.=3x4 =3x4
=1.5x3 =1.5x3
=1.5x3 =1.5x3
=1.5x3 =1.5x3
=3x4 =3x4
10
9 8 7
6
1 2 3 4 5
W1 ST1
T1
B1
9-01-02
4-09-08
4-09-081-02-001-02-00Loading (psf)Spacing 2-00-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horiz(TL)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 20 lb FT = 20%F, 12%E
Scale = 1:27
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
OTHERS 2x4 SP No.3 or 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
6-0-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 13-06-00.
(lb) -Max Grav All reactions 250 (lb) or less at joint
(s) 12, 13, 14, 15, 16, 17, 18, 19,
20, 21, 22
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)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.
6)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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 Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F06L Floor Supported Gable 2 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:37 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:K6yfjcZmVxv_417ZjRG8WmyRESp-7Oi7pHiRB1L3dLizooZ5rc_neiNv1?oTs2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.=3x4 =3x4
=3x4 =3x4
22
21 20 19 18 17 16 15 14 13
12
1 2 3 4 5 6 7 8 9 10 11
ST1 W1
T1
B1
9-01-02
13-06-00
13-06-001-02-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 49 lb FT = 20%F, 12%E
Scale = 1:39.6
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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.
REACTIONS (size)1=3-08, (min. 1-08), 11=5-08, (min.
1-08)
Max Grav 1=681 (LC 1), 11=681 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-755/0, 2-3=-752/0, 3-4=-1897/0,
4-5=-2768/0, 5-6=-2768/0, 6-7=-2768/0,
7-8=-1898/0, 8-9=-1898/0, 9-10=-752/0,
10-11=-755/0
BOT CHORD 18-19=0/1418, 17-18=0/2327, 16-17=0/2768,
15-16=0/2326, 14-15=0/2326, 13-14=0/1418
WEBS 11-13=0/956, 1-19=0/955, 9-13=-867/0,
3-19=-867/0, 9-14=0/624, 3-18=0/624,
7-14=-558/0, 4-18=-559/0, 7-16=0/656,
4-17=0/656
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)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.
4)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to walls
at their outer ends or restrained by other means.
5)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F08 Floor 6 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:38 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:93PQFIkSxIdJwvKF2aIQqfyR90_-7Oi7pHiRB1L3dLizooZ5rc_hOiBt1uvTs2FCHJyQsOK
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
3x6 FP
3x6 FP
=6x6
=3x4
=4x6
=3x4
=3x4
=3x6
=3x4 =1.5x3
=1.5x3
=3x4
=3x6
=3x4
=3x4
=4x6
=3x4
=6x6
20 19 18 17 16 15 14 13 12
1 112345678910
W2 W3
T1 T1
W1 W4
T2
B1 B2
T3
10-00-02
10-00-02
1-09-04 2-06-002-06-001-03-00
4-00
4-00
6-00
17-10-04
17-00-04
17-04-041-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL)-0.19 17-18 >999 360 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT)-0.30 17-18 >690 240
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)-0.05 11 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 12%E
Scale = 1:25
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
OTHERS 2x4 SP No.3 or 2x4 SPF No.2(flat)
BRACING
TOP CHORD Structural wood sheathing directly applied or
5-6-0 oc purlins, except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc
bracing.
REACTIONS All bearings 5-06-00.
(lb) -Max Grav All reactions 250 (lb) or less at joint
(s) 6, 7, 8, 9, 10
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
NOTES
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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 Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F08L Floor Supported Gable 2 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:38 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:qGqyk5Jd4Y7k81rQDb88eHyR8zx-bbGV0dj3yKTwFVG9MW4KNqXyO6j8mS2c5i?lplyQsOJ
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.=3x4 =3x4
=1.5x3 =1.5x3
=1.5x3 =1.5x3
=1.5x3 =1.5x3
=3x4 =3x4
10
9 8 7
6
1 2 3 4 5
W1 ST1
T1
B1
9-01-02
5-06-00
5-06-001-02-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL)n/a -n/a 999 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL)n/a -n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horiz(TL)n/a -n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight: 22 lb FT = 20%F, 12%E
Scale = 1:39.7
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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.
REACTIONS (size)1=3-08, (min. 1-08), 11=3-08, (min.
1-08)
Max Grav 1=687 (LC 1), 11=687 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-763/0, 2-3=-760/0, 3-4=-1921/0,
4-5=-2818/0, 5-6=-2818/0, 6-7=-2818/0,
7-8=-1921/0, 8-9=-1921/0, 9-10=-760/0,
10-11=-763/0
BOT CHORD 18-19=0/1434, 17-18=0/2358, 16-17=0/2818,
15-16=0/2358, 14-15=0/2358, 13-14=0/1434
WEBS 11-13=0/966, 1-19=0/966, 9-13=-877/0,
3-19=-877/0, 9-14=0/635, 3-18=0/635,
7-14=-569/0, 4-18=-569/0, 7-16=0/681,
4-17=0/681
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)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.
5)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F09 Floor 16 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:38 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:iEUBt0l896CP?plOzDo7ENyR9_g-bbGV0dj3yKTwFVG9MW4KNqXr_6XdmL9c5i?lplyQsOJ
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
MT20HS 3x10 FP
3x6 FP
=6x6
=3x4
=4x6
=3x4
=3x4
=3x6
=3x4 =1.5x3
=1.5x3
=3x4
=3x6
=3x4
=3x4
=4x6
=3x4
=6x6
20 19 18 17 16 15 14 13 12
1 112345678910
W2 W3
T1 T1
W1 W4
T2
B1 B2
T3
10-00-02
10-00-02
1-11-04 2-06-002-06-001-03-00
4-00
4-00
4-00
17-10-04
17-02-04
17-06-041-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)-0.21 17-18 >977 360 MT20HS 148/108
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.31 17-18 >655 240 MT20 197/144
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT)-0.05 11 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 12%E
Scale = 1:32.2
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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.
REACTIONS (size)1=3-08, (min. 1-08), 6=5-08, (min.
1-08)
Max Grav 1=218 (LC 1), 6=218 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-271/0, 2-3=-270/0, 3-4=-271/0
BOT CHORD 9-10=0/271, 8-9=0/271
WEBS 1-10=0/338
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)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.
3)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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.
4)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
F10 Floor 16 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:38 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:bMMqZSqzBSQmAU2VgPv?L8yR8zH-bbGV0dj3yKTwFVG9MW4KNqXuy6g9mQsc5i?lplyQsOJ
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
=6x6
=3x4 =3x6
=1.5x3
=3x4
=3x4
=3x4
=6x6
11 10 9 8 7
1 2 6345
T1 T1
W1
T2
B1
W4 W3 W2
10-00-02
10-00-02
1-05-08
1-03-00
4-00
4-00
6-00
6-03-08
5-05-08
5-09-081-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL)0.04 11 >999 360 MT20 197/144
TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(CT)0.03 11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.00 6 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 27 lb FT = 20%F, 12%E
Scale = 1:43.8
PRELI
MI
N
A
R
Y
LUMBER
TOP CHORD 2x4 SPF No.2(flat)
BOT CHORD 2x4 SPF 2100F 1.8E(flat) *Except* 15-12:2x4
SPF No.2(flat)
WEBS 2x4 SP No.3 or 2x4 SPF No.2(flat)
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.
REACTIONS (size)1=3-08, (min. 1-08), 11=5-08, (min.
1-08)
Max Grav 1=1270 (LC 1), 11=752 (LC 1)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250
(lb) or less except when shown.
TOP CHORD 1-2=-1250/0, 2-3=-1241/0, 3-21=-2795/0,
4-21=-2795/0, 4-5=-3344/0, 5-6=-3344/0,
6-7=-3344/0, 7-8=-2141/0, 8-9=-2141/0,
9-10=-841/0, 10-11=-843/0
BOT CHORD 18-19=0/2369, 17-18=0/3154, 16-17=0/3344,
15-16=0/2663, 14-15=0/2663, 13-14=0/1585
WEBS 11-13=0/1068, 1-19=0/1577, 9-13=-969/0,
3-19=-1468/0, 9-14=0/724, 3-18=0/554,
7-14=-679/0, 4-18=-468/0, 7-16=0/911,
4-17=-130/563
NOTES
1)Unbalanced floor live loads have been considered for
this design.
2)All plates are MT20 plates unless otherwise indicated.
3)This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
4)Load case(s) 1, 2, 3, 5 has/have been modified. Building
designer must review loads to verify that they are correct
for the intended use of this truss.
5)Recommend 2x6 strongbacks, on edge, spaced at
10-00-00 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)Gap between inside of top chord bearing and first
diagonal or vertical web shall not exceed 0.500in.
LOAD CASE(S) Standard
1)Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 12-20=-13, 1-21=-247, 11-21=-67
2)Dead: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 12-20=-13, 1-21=-247, 11-21=-67
3)1st chase Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (lb/ft)
Vert: 12-20=-13, 1-21=-247, 6-21=-67, 6-11=-13
5)3rd chase Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (lb/ft)
Vert: 12-20=-13, 1-21=-247, 6-21=-67, 6-11=-13
Job Truss Truss Type Qty Ply 152-154 South Main Street, Northampton
FA08 Floor 2 124090806BR Job Reference (optional)
UFP Site Built, LLC, UFP SE Engineering Run: 8.81 S Sep 13 2024 Print: 8.810 S Sep 13 2024 MiTek Industries, Inc. Tue Oct 22 13:35:38 Page: 1
This is a PRELIMINARY drawing; web configuration
and lumber could change at the time of production.
ID:93PQFIkSxIdJwvKF2aIQqfyR90_-bbGV0dj3yKTwFVG9MW4KNqXn16XgmHdc5i?lplyQsOJ
This design is based upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information (BCSI) for
general guidance regarding storage, erection and bracing available from SBCA and Truss Plate Institute.
MT20HS 3x10 FP
3x6 FP
=6x6
=3x4
=4x10
=4x4
=3x4
=3x4
=3x4 =1.5x3
=1.5x3
=3x6
=3x6
=4x4
=4x4
=4x6
=3x4
=6x6
20 19 18 17 16 15 14 13 12
1 11232145678910
W2 W3
T1 T1
W1 W4
T2
B1 B2
T3
10-00-02
10-00-02
1-03-00 1-09-04 2-06-002-06-00
4-00 6-00
4-00
4-00
6-00
17-10-04
17-00-04
17-04-041-02-0011-0011-003-001-02-0011-0011-003-001-02-00Loading (psf)Spacing 1-04-00 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)-0.25 17-18 >806 360 MT20HS 148/108
TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT)-0.38 17-18 >533 240 MT20 197/144
BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT)-0.06 11 n/a n/a
BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight: 73 lb FT = 20%F, 12%E