structural Job Truss Truss Type °h' ply SEARS[QUEENSBURY' NY]
Q1809067 T01GE Common Supported Gable 2 1
Job Reference(optional)
Truss Engineering Corp.,Indian Orchard,MA 01151
8.21 s May 18 201$MiT k I Industries e Fri Oct 12 9:31.2 201 Page 1
ID:rDcvVtYzWtozgjDc4Dww8Dyg5?v-DZ55QT50cgv4zPkpUXNbZgsvy7dtRDPV 2M1 hB2FyUCur
-2-0-0 12-6-0 25-0-0 27-0-0
2-0-0 12-6-0 12-6-0 2-0-0
Scale=1:47.1
4x4
8
I► 9
30 31
5.00 12 6 ■ 10 7S8,8
g 11
29 32
4 ST5 ■ 12
ST5 ST5
ST4 ST4 3
3ST ST3 ST3 T7
28 I ST2 ST2 gi 33
2
14
4x4= 27 26 25 24 23 22 21 20 19 18 17 16 4x4=
3x4=
25-0-0
25-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 46.2 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.01 15 n/r 120 MT20 197/144
(Ground Snow=60.0) Lumber DOL 1.15 BC 0.21 Vert(CT) 0.00 15 n/r 90
TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 14 n/a n/a
BCDL 10.0* Code 1RC2015/TP12014 MatrixSH Weight:99 Ib FT=10%
LUMBER-
TOP CHORD 2x4 SPF 2100E 1.8E 10)*This truss has been designed for a live load of 20.0psf on the bottom
BOT CHORD 2x4 SPF No.2 chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
OTHERS 2x4 SPF No.2 the bottom chord and any other members.
BRACING- 11)Provide mechanical connection(by others)of truss to bearing plate
TOP CHORD capable of withstanding 100 lb uplift at joint(s)2,22,24,25,26,27,20,19,
Structural wood sheathing directly applied or 6-0-0 oc puffins. 18,17,16,14.
BOT CHORD 12)This truss is designed in accordance with the 2015 International
Rigid ceiling directly applied or 10-0-0 oc bracing. Residential Code sections R502.11.1 and R802.10.2 and referenced
REACTIONS.All bearings 25-0-0. standard tes 20 PI 1.
(lb)-Max Horz 13)All Plates 20 Gauge Unless Noted
2=79(LC 12) LOAD CASE(S)
Max Uplift Standard
All uplift 100 lb or less at joint(s)2,22,24,25,26,
27,20,19,18,17,16,14
Max Gray
All reactions 250 lb or less at joint(s)21,27,16
except 2=482(LC 1),22=373(LC 19),24=353(LC 19),
25=316(LC 19),26=289(LC 1),20=373(LC 20),19=353(LC
20),18=316(LC 20),17=289(LC 1),14=482(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS
7-22=333/103,6-24=312/67,5-25=-280/58,
9-20=-333/103,10-19=312/67,11-18=-280/58
JOINT STRESS INDEX
2=0.60,3=0.38,4=0.38,5=0.38,6=0.38,7=0.38,8=0.32,9=0.38,10
=0.38,11=0.38,12=0.38,13=0.38,14=0.60,16=0.38,17=0.38,18=
0.38,19=0.38,20=0.38,21=0.38,22=0.38,23=0.26,24=0.38,25=
0.38,26=0.38 and 27=0.38
NOTES- (13)
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;
TCDL=4.2psf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope)gable end zone and C-C Corner(3)-2-0-0 to 1-0-0,Exterior(2)1-0-0
to 9-6-0,Comer(3)9-6-0 to 12-6-0,Exterior(2)15-6-0 to 24-0-0 zone;cantilever
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/IP!
1.
3)TCLL:ASCE 7-10;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof
snow);Category II;Exp B;Partially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf
or 1.00 times flat roof load of 46.2 psf on overhangs non-concurrent with
other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads.
Job Truss Truss Type Qty SEARS[QUEENSBURY,NY]
Q1809067 T01 Common 17 1
Job Reference(optional)
Truss Q1�i� ek�n o�c o9 t�3z 2� page
Truss Engineering Corp.,Indian Orchard,MA otlsl [D:rDcvVtYzWtozgjDc4Dww8Dyg5 9ghQM(vc8DOCg64c9 q i xab2CayLvBZu1 yUCv4
-2-0-0 5-10-7 12-6-0 19-1-9 25-0-0 27-0-0
2-0-0 5-10-7 { 6-7-8 6-7-9 5-10-8 2-0-0
Scale=1:47.1'
4x9
4
5.00 12 13 14
is 8.8
2x4�� 2x4 i
3 12 15 5
11 16
2 6
7 I�
1 10 9 8
4x6 4x6
4x4= 3x4= 4x4=
0-5-8(0-2-15) 0-5-8(0-2-15)
1875#1-138# 1875#1-138#
9-1-5 15-10-11 25-0-0
9-1-5 6-9-7 9-1-5
Plate Offsets(X,Y)-[2:0-4.4,0-1-13],[6:0-44,0-1-13]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 46.2 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.18 8-10 >999 240 MT20 197/144
(Ground Snow=60.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.34 2-10 >864 180
TCDL 10.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.10 6 n/a n/a
BCLL 0.0* Code IRC2015/TPI2014 Matrix-SH Weight:87 lb FT=10%
BCDL 10.0
LUMBER-
TOP CHORD 2x4 SPF 2100E 1.8E 7)Provide mechanical connection(by others)of truss to bearing plate
BOT CHORD 2x4 SPF No.2 capable of withstanding 138 lb uplift at joint 2 and 138 lb uplift at joint 6.
WEBS 2x4 SPF No.2 8)This truss is designed in accordance with the 2015 International
BRACING- Residential Code sections R502.11.1 and R802.10.2 and referenced
TOP CHORD standard ANSIITPI 1.
Structural wood sheathing directly applied. 9)All Plates 20 Gauge Unless Noted
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S)
REACTIONS. (lb/size) Standard
2 = 1875/0-5-8 (min.0-2-15)
6 = 1875/0-5-8 (min.0-2-15)
Max Horz
2 = 79(LC 12)
Max Uplift
2 = -138(LC 12)
6 = -138(LC 13)
Max Gray
2 = 1875(LC 1)
6 = 1875(LC 1)
FORCES. (Ib)
Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD
2-3=-3244/212,3-4=-2609/165,4-5=-2609/165,
5-6=-3244/212
BOT CHORD
2-10=-207/2879,8-10=-41/1888,6-80-128/2879
WEBS
4-8=32/824,5-8=-935/183,4-10032/824,3-10=-935/183
JOINT STRESS INDEX
2=0.97,3=0.45,4=0.63,5=0.45,6=0.97,8=0.57,9=0.73 and 10=
0.57
NOTES- (9)
1)Wind:ASCE 7-10;Vult=115mph(3-second gust)Vasd=9lmph;
TCDL=4.2psf;BCDL=5.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
(envelope)gable end zone and C-C Exterior(2)-2-0-0 to 1-0-0,Interior(1)1-0-0
to 9-6-0,Exterior(2)9-6-0 to 12-6-0,Interior(1)15-6-0 to 24-0-0 zone;
cantilever 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;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof
snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf
or 1.00 times flat roof load of 46.2 psf on overhangs non-concurrent with
other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.0psf on the bottom
chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between
the bottom chord and any other members.
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CON TRA C TOR Q UO TE rr< N CU UN. U, L, b
QUOTE # Q1809067
DATE QUOTED: 10/12/18
181 GOODWIN ST VALID UNTIL: 10/26/18
ENGINEERING p0 BOX 51027
CORPORATION Job: LUKE & JANE SEARS
V zx'v INDIAN ORCHARD, MA 01151
25'x36' GARAGE
MANUFACTURERS OF ROOF & FLOOR TRUSSES
Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 Q U E E N S B U RY, NY
Quote To:r.k. Miles, Inc. - Manchester, VT Requested By: JEREMY SANDERSON
670 Depot St.
Manchester, VT 05255 Attn:JEREMY SANDERSON Quoted By: Steve Currier
Phone:(802) 362-1952
LOADING [TTCDL-BCLL.BcDL STRESS INCR.
ROOF TRUSSES INFORMATION 60.0,10.0,0.0,10.0 1.15 [ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTSC 10/12/18
PROFILE QTY PITCH TYPE BASE O/A LUMBEROVRHG/CANT SHIPPING UNIT
PLY TOP BOT TRUSS ID SPAN I SPAN TOP BOT LEFT I RIGHT HEIGHT WEIGHT
COMMON 02-00-00 02-00-00
06-04-05 87
17 5.00 0.00 TO1 25-00-00 25-00-00 2 X 4 2 X 4
�� COMMON 02-00-00 02-00-00 06-04-05 98
2 5.00 0.00 TO1 GE 25-00-00 25-00-00 2 X 4 2 X 4
Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities in the Design of Metal Plate
:onnected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific SUB-TOTAL
unless clearly defined otherwise in writing by TEC.
Phis product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No
•esponsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of
rEC's product on the structure as a whole. The building owner/owner's agent is solely responsible for verifying all
iimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall
)e responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for
'field verification of dimensions or special conditions.
the building owner/owner's agent is responsible for coordinating all construction details between trades. The truss
nstaller shall follow all BCSI recommendations,construction document specifications as well as any site specific GRAND TOTAL
•equirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully
nstalled,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and
)ermanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss
>hop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements,
Sly to ply nailing,lateral web bracing,and truss spacing.
go trusses supplied by Truss Engineering Corporation may be cut,drilled,or altered in any way without first contacting
rEC and receiving engineering documents allowing such.
*** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER ***
Npproved By: Approval Date:
'O#: Requested Delivery Date:
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