23C-055 29036-LEDERMAN 2NDFLR ROOF-RKH-040513-PRICE roof truss24 West St.West Hatfield, MA 01088
r.k. Miles, Inc.
(413) 247-8300
WORK ORDER #
Attn:
29036
Job:LEDERMAN RESIDENCE
Ordered On:04/03/13
82 WILLOW ST.
FLORENCE, MA
NEW 2ND FLOOR ROOF
DAVE THIBODEAU
MANUFACTURERS OF ROOF & FLOOR TRUSSES
181 GOODWIN ST
PO BOX 51027
INDIAN ORCHARD, MA 01151
Phone (413) 543-1298 Fax (413) 543-1847 Toll Free (800) 456-0187
PO:RU40176
Brian TetreaultOur Salesman:
Cancellation Date:
Sold To:
Contractor Copy of Order
Phone:
Ordered By:DAVE THIBODEAU
04/08/13Requested Delivery:
04/06/13
Scheduled Delivery:04/08/13
** Truss Engineering's Shipping Department has confirmed this as the ACTUAL ship date. Please
contact us IMMEDIATELY if this date needs to be changed.
**
*GABLE TOP CHORDS DROPPED FOR 2X4 OUTLOOKERS. SPECIAL INSTRUCTIONS:
QTY TYPE
SPAN LUMBER
TOP BOT
OVRHG / CANT
LEFT RIGHT
PITCH
TOP BOT TRUSS ID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
50.0,10.0,0.0,10.0INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)
PLY
O/ABASE
SPAN
SHIPPING WIDTH
UNIT
WEIGHT
LAYOUT BY:BRT 04/02/13ON:
S4 8.00 4.75 23-07-06
02-08-00 02-08-00
2 X 4 2 X 4
SPECIAL
11 23-07-06 10-00-00 118
T4DGE 8.00 0.00 23-07-06
02-08-00 02-08-00
2 X 4 2 X 4
SPECIAL
2 23-07-06 10-00-00 134
ROOF SUB-TOTAL:
SUB-TOTAL
GRAND TOTAL
***** IMPORTANT NOTE *****
It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval.
Any and all changes must be received by Truss Engineering prior to the cancellation date.
Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation
date will be perceived as a full approval of order.
Truss Engineering is responsible for supplying only the material as listed on the order.
Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery
of order may result in additional charges.
*** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER ***
Approved By: Approval Date:
PO #:Requested Delivery Date:
WIDE LOAD /
ESCORT FEE
Job Number: 29036This non‐structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation (TEC). No responsibility is taken orimplied by TEC for the structural integrity of the structure below the trusses or the affects of TEC’s product on the structure as a whole. The truss installer shall follow allBCSI recommendations, construction document specifications as well as any site specific requirements to ensure safe and proper installation. No loading shall be appliedto trusses until properly and fully installed, including all sheathing, hangers, wall anchors, lateral web bracing (as shown on individual shop drawings), and permanentbracing (as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing, lateral web bracing, and truss spacing. Truss Engineering Corporation strictly adheres tothe ‘Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses’ as defined by TPI Chapter 2 (available upon request) regardless of any job specificspecifications unless clearly defined otherwise in writing by TEC.This placement plan is Truss Engineering Corporation’sINTERPRETATION of plans and drawings as supplied to us. The building owner/owner’s agent is solely responsiblefor verifying all dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TECimmediately of any discrepancies. The building owner/owner’s agent is responsible for coordinating all construction details between trades. Truss EngineeringCorporation isNOT responsible for field verification of dimensions or special conditions. No trusses supplied by Truss Engineering Corporation may be cut, drilled, oraltered in any way without first contacting TEC and receiving engineering documents allowing such.Quote Number: Q1208317ADrawn By: Brian TetreaultJob Name:Jobsite: LEDERMAN RESIDENCE NEW 2ND FLOOR ROOF82 WILLOW ST. FLORENCE MA
Job
29036
Truss
S4
Truss Type
SPECIAL TRUSS
Qty
11
Ply
1
82 WILLOW ST. FLORENCE, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Apr 03 06:39:40 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:eot7kXJt52303RZZbHKwUpzYna7-BDqYX9Z3T6jOzqCt?JMRZBPkFaCZbPmbtO1AilzUWiH
Scale = 1:55.3
T1 T1
B1
B2
B1
W5
W4
W3
W5
W4
W3
W1
W2
W1
W2
1
2
3
4
5
6
7
8
9
13
12 11
10
14 15
16 17
5x6
5x12 5x12
1.5x4
3x6
1.5x4
3x6
4x9
4x6
4x9
4x6 17-4-12
8-0-7
8-0-7
15-6-15
7-6-8
23-7-6
8-0-7
-2-8-0
2-8-0
3-9-0
3-9-0
8-0-7
4-3-7
11-9-11
3-9-4
15-6-15
3-9-4
19-10-6
4-3-7
23-7-6
3-9-0
26-3-6
2-8-0
1-10-09-8-710-0-01-10-03-0-08.00 12
4.75 12
Plate Offsets (X,Y): [2:0-4-3,Edge], [8:0-4-3,0-0-0]
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLL
BCDL
38.5
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-1-8
1.151.15NOIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.990.890.65
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.30-0.510.27
(loc)
11-1211-1210
l/defl
>947>546n/a
L/d
240180n/a
PLATES
MT20
Weight: 118 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud *Except*
W1: 2 X 4 SPF No.2BRACING
TOP CHORD
2-0-0 oc purlins (3-1-1 max.), except end verticals
(Switched from sheeted: Spacing > 2-0-0).BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.WEBS1 Row at midpt 3-13, 7-10JOINTS1 Brace at Jt(s): 5, 2, 8
REACTIONS (lb/size)
13 =1795/0-5-8 (min. 0-2-13)
10 =1795/0-5-8 (min. 0-2-13)
Max Horz
13 =187(LC 7)Max Uplift13 =-154(LC 8)10 =-154(LC 9)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD
3-14=-2525/102, 4-14=-2286/115, 4-5=-2539/230, 5-6=-2539/230,
6-15=-2286/115, 7-15=-2525/102, 2-13=-496/233,
8-10=-496/233
BOT CHORD
12-13=-163/1630, 12-16=0/1333, 16-17=0/1333, 11-17=0/1333, 10-11=-32/1630WEBS5-11=-104/1519, 6-11=-627/175, 7-11=-1/517, 5-12=-147/1519, 4-12=-627/175, 3-12=0/517, 3-13=-2360/94, 7-10=-2360/94
NOTES (13)1) Wind: ASCE 7-05; 100mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;enclosed; MWFRS (low-rise) and C-C Interior(1) zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate
grip DOL=1.33
2) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow);
Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 timesflat roof load of 38.5 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 withany 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 1-0-0 wide will fit between the bottom chord andany other members, with BCDL = 10.0psf.7) All bearings are assumed to be SPF No.2 . 8) Bearing at joint(s) 13, 10 considers parallel to grain value using ANSI/TPI 1 angle tograin formula. Building designer should verify capacity of bearing surface.9) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) except (jt=lb) 13=154, 10=154.10) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the
analysis and design of this truss.
12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to
truss TC w/ 2-10d nails.13) All Plates 20 Gauge Unless Noted
LOAD CASE(S)Standard
Job
29036
Truss
T4DGE
Truss Type
SPECIAL TRUSS
Qty
2
Ply
1
82 WILLOW ST. FLORENCE, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Apr 03 06:39:36 2013 Page 1 Truss Engineering Corp., Indian Orchard, MA 01151 ID:eot7kXJt52303RZZbHKwUpzYna7-ISa1hnWZPtDyUCu6mTHVPLF2Fz0vffa?ym3zZ_zUWiL
Scale = 1:53.9
W1
T1 T1
W1
B1
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST4
ST3
ST2
ST1
B11
2
3
4
5
6
7
8
9
10
11
12
13
14
15
28 27 26 25 24 23 22 21 20 19 18 17 16
29 30
3x4
4x6
4x4
4x6
3x4 5x6
0-
3
-
8
9-8-723-7-6
23-7-6
-2-8-0
2-8-0
11-9-11
11-9-11
23-7-6
11-9-11
26-3-6
2-8-0
1-5-139-4-410-0-01-5-138.00 12
TOP CHORD DROPPED
FOR 2X4 OUTLOOKERS
Plate Offsets (X,Y): [2:0-3-0,Edge], [14:0-3-0,Edge], [22:0-3-0,0-3-0]
LOADING (psf)TCLL(Ground Snow=50.0)TCDLBCLL
BCDL
38.5
10.00.0 *
10.0
SPACING
Plates IncreaseLumber IncreaseRep Stress IncrCode
2-1-8
1.151.15NOIRC2009/TPI2007
CSI
TCBCWB(Matrix)
0.990.170.41
DEFL
Vert(LL)Vert(TL)Horz(TL)
in
-0.26-0.360.01
(loc)
1514-1516
l/defl
n/rn/rn/a
L/d
12090n/a
PLATES
MT20
Weight: 134 lb FT = 10%
GRIP
197/144
LUMBERTOP CHORD 2 X 4 SPF No.2BOT CHORD 2 X 4 SPF No.2WEBS2 X 4 SPF Stud
OTHERS 2 X 4 SPF Stud *Except*
ST6: 2 X 4 SPF No.2
BRACING
TOP CHORD
2-0-0 oc purlins (6-0-0 max.), except end verticals(Switched from sheeted: Spacing > 2-0-0).BOT CHORDRigid ceiling directly applied or 6-0-0 oc bracing.WEBS1 Row at midpt 8-22JOINTS1 Brace at Jt(s): 2, 8, 14
REACTIONS All bearings 23-7-6.
(lb) - Max Horz
28=-246(LC 6)
Max UpliftAll uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-217(LC 6), 16=-216(LC 9), 27=-152(LC 7), 17=-136(LC 6)Max GravAll reactions 250 lb or less at joint(s) 27, 17 except
REACTIONSMax GravAll reactions 250 lb or less at joint(s) 27, 17 except
28=540(LC 2), 16=540(LC 3), 22=460(LC 1), 23=463(LC 2),
24=409(LC 2), 25=331(LC 1), 26=340(LC 2), 21=463(LC 3),
20=409(LC 3), 19=331(LC 1), 18=340(LC 3)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD2-28=-513/272, 7-8=-0/301, 8-9=-0/301, 14-16=-513/272WEBS8-22=-333/0, 7-23=-335/81, 6-24=-282/100, 4-26=-252/125, 9-21=-335/81, 10-20=-282/100, 12-18=-252/125
NOTES (17)1) Wind: ASCE 7-05; 100mph; TCDL=4.2psf; BCDL=5.0psf; h=25ft; Cat. II; Exp B;
enclosed; MWFRS (low-rise) gable end zone and C-C Corner(3) -2-8-0 to 0-1-12,
Exterior(2) 0-1-12 to 8-9-11, Corner(3) 8-9-11 to 11-9-11, Exterior(2) 14-9-11 to 23-3-6
zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.33 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed towind (normal to the face), see Standard Industry Gable End Details as applicable, orconsult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=38.5 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 timesflat roof load of 38.5 psf on overhangs non-concurrent with other live loads.6) All plates are 1.5x4 MT20 unless otherwise indicated.7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e. diagonal web).9) Gable studs spaced at 2-0-0 oc.10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads.
11) * 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 1-0-0 wide will fit between the bottom chord and
any other members, with BCDL = 10.0psf.
12) All bearings are assumed to be SPF No.2 . 13) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=217,16=216, 27=152, 17=136.14) This truss is designed in accordance with the 2009 International Residential Codesections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.15) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in theanalysis and design of this truss. 16) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to
truss TC w/ 2-10d nails.
17) All Plates 20 Gauge Unless NotedContinued on page 2
Job
29036
Truss
T4DGE
Truss Type
SPECIAL TRUSS
Qty
2
Ply
1
82 WILLOW ST. FLORENCE, MA
Job Reference (optional)7.250 s Jan 25 2012 MiTek Industries, Inc. Wed Apr 03 06:39:36 2013 Page 2 Truss Engineering Corp., Indian Orchard, MA 01151 ID:eot7kXJt52303RZZbHKwUpzYna7-ISa1hnWZPtDyUCu6mTHVPLF2Fz0vffa?ym3zZ_zUWiL
LOAD CASE(S)Standard