20221027115609169Job
Truss
Truss Type
Qty
Ply
20 Ormond Or Florence, MA
22042415JR
T01
Common
23
1
Job Reference (optional)
UFP Site Built. LLC, UFP SE Engineering Run: 8.51 S Oct 22 2021 Print: 8.510 S Oct 22 2021 MITek Industries, Inc. Thu May 0507:1438 Page: I
IDSYAYxMMgT2XMDh38hIG3zN83w-FdBLWxmkP MXwlMxUsybnDxPWNCxVLUawgzJe5W
7-02-00 1 14-03-04 21-04-08 28-06-08
7-02-00 7-01-04 t7-01-04 7-02-DO
bk8o
i�
' 2-OD-00
803-04
'
2-12
Scale= 1',53S
Loading
(psf)
Spacing
2-00-00
CSI
TOLL
35.0
Plate Grip DOL
1.15
TO
(Roof Snow =35,0)
Lumber DOL
1,15
BC
TOOL
15.0
Rep Stress Incr
YES
WB
BCLL
0.0'
Code
IRC2015/TP12014
Matrix -MS
BCDL
10.0
LUMBER
TOP CHORD 2x4 SPF 2100E 1.8E
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
WEDGE Left: 2x4 SPF No.2
Right 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied or
2-2-0 cc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 cc
bracing.
WEBS 1 Row at midpt 2-10, 4-6
REACTIONS (size) 6=5-08, (min. 2-11), 10=5-08, (min.
2-11)
Max Hertz 10=-80 (LC 12)
Max Uplift 6=-110 (LC 12), 10=-110 (LC 11)
Max Grav 6=1713 (LC 1). 10=1712 (LC 1)
FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250
BID) or less except when shown.
TOP CHORD 2-18=-1985/143, 18-19=-1838/157,
3-19=-1824/168, 3-20=-1824/168,
20-21=.1838/157, 4-21=-1985/143
BOT CHORD 9-10=.178/1936, 9-23=-34/1470,
8-23=-34/1470, 7-8=-34/1470, 6-7=-98/1936
WEBS 3-7=-37/527, 4-7=-444/170, 3-9=-37/527,
2-9=-444/170, 2-10=-2310/276,
4-6=-2310276
NOTES
1) Wind: ASCE 7-10; Vult=117mph (3-second gust)
Vasd=92mph; TCDL=5.Opsf; BCDL=5.Opsf; h=24ft; Cat.
11; Exp B; Enclosed; MWFRS (envelope) exterior zone
and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to
11-3-4, Exterior (2) 11-3-4 to 17-3-4, Interior (1) 17-3.4
to 25-6-8, Exterior (2) 25-6-8 to 28-6-8 zone; cantilever
left and right exposed; end vertical left and right
exposedC-C for members and forces 8 MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) TOLL: ASCE 7-10; Pf=35.0 psf (flat roof snow);
Category 11; Exp B; Partially Exp.; C1=1.10
3) Unbalanced snow loads have been considered for this
design.
DEFL
Qoc)
I/dell
L/d
PLATES GRIP
0.82
Vert(LL)
-0.18
7-9
>999
240
MT20 197/144
0.75
Vert(CT)
-0.27
7-9
>999
180
0.46
Horz(CT)
0.07
6
We
n/a
4) This truss has been design for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle
3�06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members, with BCDL = 100psf
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 110 lb uplift at joint
10 and 110 lb uplift at joint 6.
6) This truss is designed in accordance with the 2015
International Residential Code sections R502.11,1 and
R802.10.2 and referenced standard ANSBTPI 1.
LOAD CASE(S) Standard
Weight 1091b FT=20%
05/05/2022
This design is based upon parameters shown, aria is far an inaiviaual buildng componemmbe lnstanea aria loaded vemcany. Applimmnry or design parameters aria proper mcorporatlon or component
Is responsibility of the Building Designer. Building Designer shall vent' all tlesign infonnallon on this sheet for conformance with condi0ons and requirements of the specific building and governing
codes and ortlinances. Buil4ing Designer accepts responsiblliry for the wrtecbess or accuracy o(the design inlormation as limey relate too spedfic bulitling. Certification lid only when truss is
rabgenetl by a guidance
regarding
Bmdng storage,
ere s and
bracing rt of Wefrom S C only Truss Psnof replace erection end permanent bradng. Refer ro Building Component Safely lnformafion lBCSI)
fa general guitlance regaming sromge, erection antl bracing available from SBCA and Truss Plate Ins5lure.
Job
Truss
Truss Type
Oty
Ply
20 Ormond Dr. Florence, MA
22042415JR
T01GE
Common Supported Gable
2
1
Job Reference (optionap
UFP Site Built, LLC, UFP SE Engineering
Scale = 1:50
Run18.61 S Oct 222021 Pont,8.510 S Oct 222021 MITek Industries, Inc. Thu May 0507: 14:38 Paged
ID'eCOYOiwttCeopKLC4?FbYz N63D1plg)HnMn9eD94KC9M5VpNFWKU37uL5k7D7SG Je5V
I 14-03-04
14-03-04
14-03-04
4x4 0
15
ax4= sx4=.
3x4=
12-00-00 28-06-OB
2-00-00 26-06-08
Loatling
(psp
Spacing
2-00-00
CSI
DEFL
in
Qoc) Ildefl
L/d
PLATES
GRIP
TCLL
35.0
Plate Grip DOL
1.15
TC
0.20
Vert(LL)
n/a
- n/a
999
MT20
197/144
(Roof Snow =35.0)
Lumber DOL
TA5
BC
0.14
Vert(TL)
ma
- n/a
999
TCDL
15.0
Rep Stress roof
YES
WE
021
Horiz(TL)
-0.01
16 n/a
me
BOLL
i
Code
IRC2015/TPI2014
Matrix -MS
1
BCDL
10.0
Weight: 116 lb
FT=20%
COMBER
TOP CHORD
2x4 SPF No.2
TOP CHORD Structural wood sheathing directly applied or
10-0-0 on purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc
bracing.
REACTIONS All bearings 24-04-00.
(m) - Max Horiz 29=-BO (LC 12)
Max Uplift All uplift 100 (Ib) or less at joint(s)
16, 170 18, 190 20, 21, 24, 25, 26,
27, 26, 29
Max Grav All reactions 250 (Ib) or less at joint
(a) 17, 28 except 16=418 (LC 18)1
18=262 (LC 18), 19=256 (LC 18)0
20=308 (LC 18), 21=333 (LC 18),
23=349 (LC 1), 24=333 (LC 17)0
25=308 (LC 17f 26=256 (LC 17)0
27=262 (LC 17), 29=418 (LC 17)
FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250
(Ib) or less except when shown.
WEBS 8-23=-308/0, 7-24=-292/1050 6-25=-266/66,
2-29=-285/129, 9-21=-292/105,
10-20=-266/66, 14-16=-285/129
NOTES
1) Wind: ASIDE 7-10, Vult=117mph (3-second gust)
Vasd=92mph; TCDL=5.Opsf, BCDL=5.Opsf, h=24ft; CaL
11; Exp B; Enclosed; MWFRS (envelope) exterior zone
and GC Corner (3) 0-0-0 to 3.0-0, Exterior (2) 3-0-0 to
11-3-4, Corner (3) 11-3-4 to 17-3-4, Exterior (2) 17-3-4
to 25-6-8, Corner (3) 25-6-8 to 28-6-8 zone; cantilever
left and right exposed; end vertical left and right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind (normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
3) TCLL ASCE 7-10; Pf=35.0 psf (flat roof snow);
Category II', Exp B; Partially Exp.; C1=1.10
4) Unbalanced snow loads have been considered for this
design.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) ' This truss has been designed for a live load of 20.Opsf
on the bottom chord in all areas where a rectangle
3-06-00 tall by 2-00-00 wide will fit between the bottom
chord and any other members.
8) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 24. 25, 26, 27, 28. 29, 21, 20. 19. 18, 17, 16,
9) Non Standard bearing condition. Review required.
10) This truss is designed in accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE($) Standard
JF.t<71�5 M.'
C,�IPITANIc7
05/05/2022
Job
Truss
Truss Type
Oty
Ply
20 Ormond Dr. Florence, MA
22042415JR
T01A
Common
7
1
Job Reference (optional)
UFP Site Built, L-C, UFP BE Engineering Run: 8.51 5 OM 227021 Print 8610 S Oct 222021 MiTek Industries, Inc. Thu May 0507:14'.38 page:1
ID.Hz3EmDe637agReCYTc hvz N83Z-Jpkj)HnMngeD94KC9105VpN6un47g85k?D7SGZJe5V
L 7-02-00 1 14-03-04 21-04-08 26 04-00 28 O6.08
e 7-02-00 7-01-04 7-01-04 4-11-D8 1 2-02-OB
6x8o
8 ,
scale= 1:52.1
5x6= 3x4= 3x6= 3x4= Ad 4d
3x4=
2 02-12
2-W-02 10- -00 18-00-08 26-04-00 28-06-08
2-00-002- 2 8-03-04 7-06-08 8-03-08 2-02-08
Loading
(psp
Spacing
2-00-00
CSI
DEFL
in
(loc)
I/dell
L/tl
:PLATES
GRIP
TOLL
35.0
Peale Grip DOL
1.15
TC
0.88
Vert(LL)
-0.17
8-10
>999
240
MT20
197/144
(Roof Snow =35.0)
Lumber DOL
1.15
BC
0.78
Ved(CT)
-0,26
8-10
>999
180
TCDL
15.0
Rep Stress Incr
YES
WB
0.47
Hord(CT)
0.07
7
n/a
n/a
BCLL
0.0
Code
IRC2015/TP12014
Matrix -MS
BCDL
10.0
Weight: 109 to
FT=20%
LUMBER
TOP CHORD
2x4 SPF 2100E 1.8E
TOP CHORD Structural wood sheathing tlirectly applied or
2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-D-0 oc
bracing.
WEBS 1 Row at midpt 2-110 4-7
REACTIONS (size) 7=5-08, (min. 2-11), 11=5-08, (min
2-11)
Max Horiz 11=-60 (LC 12)
Max Uplift 7=-111 (LC 12), 11=A10 (LC 11)
Max Grav 7=1729 (LC 1). 11=1696 (LC 1)
FORCES g1c) - Max. Comp./Max. Ten. - All forces 250
(Ib) or less except when shown.
TOP CHORD 1-18=-142/479, 2-18=-118/288,
2-19=-1957/141, 19-20=-1807/154,
3-20=-1796/166, 3-21=-1755/160,
21-22=-1771/148,4-22=-1917/135
BOT CHORD 1-11=-130/319, 10-11 181/1923,
10-24=-33/1436. 9-24=-33/1436,
8-9=-33/1436, 7-8=-86/1817
WEBS 2-11=-2407/303, 4-7=-2233236,
2-10=462/174, 3-10=-38/536, 3-8=-33/475,
4-8=-371/159, 5-7=-353/107
NOTES
1) Wind. ASCE 7-10, Vult=117mph (3-second gust)
Vasd=92mph; TCDL=5.Opsf; 13CDL=5.0psf; h=24ft; Cat.
11, Exp B; Enclosed; MWFRS (envelope) exterior zone
and C-C Exterior (2) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to
11-3-4, Exterior (2) 11-3-4 to 17-3-4, Interior (1) 17-3-4
to 25-6-8, Exterior (2) 25-6-8 to 28-6-8 zone; cantilever
left and right exposed; end vertical left and right
exposed;C-C for members and forces 8 MWFRS for
reactions shown, Lumber DOL=1.60 plate grip
DOL=1.60
2) TCLL ASCE 7-10; Pf-35.0 fed (flat roof snow);
Category II; Exp B; Partially Exp.; Ct=1, 10
3) Unbalanced snow loads have been considered for this
design.
4) 'This truss has been designed for a live load of 20.0psf
on the bottom chord in ail areas where a rectangle
3.06.00 tail by 2.00-00 wide will fit between the bottom
chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 111 Ito uplift at joint
7 and 110 lb uplift at joint 11.
6) This truss is designed In accordance with the 2015
International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
governing
05/05/2022
This design is based upon parameteUFP rs shown, and is for an individual buiding component to be Installed antl loatletl veNcally. Applicability of tleslgn parameters antl proper lnwrywatlon orcomponenl
Is responsibility of the Building Designer. Building Designer shall verify all dedgn inlonnallon on this sheet for conlonnance wiN contlitions and requirements or the speclgc building and
codes and ordinances. Bulldog Designer accepts responsibility for the conecmesswaccuracy of the tleslgn infonnatlon as ll may relate too spetlfic bulltlln9Certificatlon is valid only when truss is
I geneabyi ante regal. Bmdngshown ct for lateralsupportofbussmembers only anddoesnotreplace erection and pertnanenl bmdng. Refer to eullding Component Safely Informatlon (BCSh
for general guidance regarding storage, erection and bracing available from SBCA and Tunes Plate Institute.