37-001 (2) Job Truss Truss Type Qty Ply 551 FLORENCE RD. NORTHAMPTON, MA
27159 T1GE GABLE 2 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Feb 07 06:23:12 2012 Page 1
L ID: YaA3BHngblsrREHgYWxfv5znwu4- HeHAIYg100512W9fgKDvOOkstMKV4 _z2GgzkMz6zndVT
1 -t# 11-0 -8 � 11-0-8 3 0 - 0
4x4 = Scale = 1:45.0
8
7 9
7.00F1
.00 12 i i
6 10
31 1 1 32
-- 5 11
p .t. 1fir ,1, is 5T6 ll
- 4 S 5 12
i . K 1 5. 5. T4 4 II
- tag 6' 3x4 i1 3 ST3 5T3 . d `1` 2 cT2 14
; -A zlfq: 'J....i.e... f.., , ° °= Q 1�r i 1 � i _� i � • r• 1 ■ �� 15 -
Q
q I��: •
28 27 26 25 29 24 23 22 21 20 10 18 17 16
2x4 II 5x6 = 2x4 I I
22 -1 -0
22 -1 -0
Plate Offsets (X,Y): [20:0- 3- 0.0 -3 -0]
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.10 Vert(LL) -0.01 15 n/r 120 MT20 197/144
(Ground Snow 40.0) Lumber Increase 1.15 BC 0.07 Vert(TL) -0.01 15 n/r 90
TCDL 10.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 16 n/a n/a
BCLL 0.0 * Code IRC2009/TPI2007 (Matrix) Weight: 105 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2 NOTES (16) 13) Provide mechanical connection (by others) of truss to bearing plate capable of
BOT CHORD 2 X 4 SPF No.2 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =25ft; Cat. II; Exp B; withstanding 100 lb uplift atjoint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt =lb) 16 =106,
WEBS 2 X 4 SPF No.2 enclosed; MWFRS (low -rise) gable end zone and C -C Comer(3) -1-0-0 to 2 -0 -0, 28 =155, 27 =147, 17 =114.
OTHERS 2 X 4 SPF Stud Exterior(2) 2 -0 -0 to 8 -0-8, Comer(3) 8 -0-8 to 11 -0-8, Exterior(2) 14 -0-8 to 20 -1-0 zone; 14) This truss is designed in accordance with the 2009 International Residential Code
BRACING cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions sections R502.11.1 and R802.10.2 and referenced standard ANSITfPI 1.
TOP CHORD shown; Lumber DOL =1.33 plate grip DOL =1.33 15) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the
Structural wood sheathing directly applied or 6 -0-0 oc purlins, except end verticals. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to analysis and design of this truss.
BOT CHORD wind (normal to the face), see MiTek "Standard Gable End Detail' 16) All Plates 20 Gauge Unless Noted
Rigid ceiling directly applied or 6 -0-0 oc bracing. 3) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow);
REACTIONS All bearings 22 -1 -0. Category II; Exp B; Partially Exp.; Ct =1.1 LOAD CASE(S)
4) Unbalanced snow loads have been considered for this design. Standard
(lb) - Max Horz 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times
i 28= 185(LC 7) flat roof load of 30.8 psf on overhangs non-concurrent with other live loads.
Max Uplift 6) All plates are 1.5x4 MT20 unless otherwise indicated.
All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 7) Gable requires continuous bottom chord bearing.
19, 18 except 16=- 106(LC 7), 28=-155(LC 6), 27=- 147(LC 7), 8) Truss to be fully sheathed from one face or securely braced against lateral movement
17 - 114(LC 6)
)e.able studs s web).
Max Gray 9) reactions 250 lb or less at joint(s) 16, 28, 25, 26, 27, 10) Gable truss spaced at 2
19, 18, 17 except 22= 278(LC 1), 23= 367(LC 2), 24= 319(LC 2), t This been dessigig ned d for 10.0 psf bottom chord live load nonconcur ent
21= 366(LC 3), 20= 318(LC 3) 1 i anny y other live loads.
the
11) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all
FORCES (lb) - Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. 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.Opsf.
12) All bearings are assumed to be SPF No.2 .
Job Truss Truss Type . Qty PI
J b rn, yp v v 551 FLORENCE RD. NORTHAMPTON, MA
27159 T1 FINK 14 1
Job Reference (optional)
Truss Engineering Corp., Indian Orchard, MA 01151 7.250 s Nov 19 2010 MiTek Industries, Inc. Tue Feb 07 06:23:31 2012 Page 1
ID:YaA3B HngblsrREHgY Wxfv5znwu4 -D IwLH2vyYxh M I4cKyilTgk8xm_rtxVP3CQgs8Vznd VA
-c -0 -0 5 -2 -7 5-10 -1 5 -10 -1 5-2-7 1-0-0
4 x 6 I I Scale = 1:42.5
4
OF N - ¢ 7.00 1 12 17 18
/ 16 19
Jr.--, rtti s ,, ' #'� y ' y q4
, , :-. / 15 20 4x4
.; .J t u: 3 5
J
k i,,,� r t r • 4 4 44
' 14 V' U
'ti s 3 F 3x6 ° K / - 3 I I
2 6
�� 4
Y B1 B2
0 10 12 13 9 SI
11 8
4x4 = 3x4 = 6x6 = 4x4 =
1271 7 -1 -0 15 -0 -0 22 -1-0 195a
7 -1 -0 7 -11 -0 7 -1 -0
Plate Offsets (X,Y): [9:0- 3 -0,Edge]
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP
TCLL 30.8 Plates Increase 1.15 TC 0.86 Vert(LL) -0.22 9 -10 >999 240 MT20 197/144
(Ground Snow=40.0) Lumber Increase 1.15 BC 0.69 Vert(TL) -0.35 9 -10 >742 180
TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.05 8 n/a n/a
BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix) Weight: 99 Ib FT = 10%
BCDL 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with
BOT CHORD 2 X 4 SPF No.2 TOP CHORD any other live loads.
WEBS 2 X 4 SPF Stud `Except' 2 -14= 333/122, 3-15 = - 1503/247, 15 -16 =- 1420/253, 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all
W1: 2 X 4 SPF No.2 16-17= 1383/257, 4 -17= 1375/270, 4 -18= 1375/270, areas where a rectangle 3 -6 -0 tall by 1 -0-0 wide will fit between the bottom chord and
BRACING 18-19= 1383/257, 19 -20= 1420/253, 5-20= 1503/247, any other members, with BCDL = 10.Opsf.
TOP CHORD 6 -21= 333/122, 2- 11= 407/185, 6- 8= 407/185 7) All bearings are assumed to be SPF No.2 .
Structural wood sheathing directly applied or 2 -2-0 oc purtins, except end verticals. BOT CHORD 8) Provide mechanical connection (by others) of truss to bearing plate capable of
BOT CHORD 10 -11 =- 133/1307, 10- 12=- 8/930, 12- 13= 8/930, 9 -13 =8/930, withstanding 100 Ib uplift at joint(s) except (jt =1b) 11 =195, 8 =195.
Rigid ceiling directly applied or 10 -0 -0 oc bracing. 8 -9= 108/1307 9) This truss is designed in accordance with the 2009 International Residential Code
WEBS WEBS sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
1 Row at midpt 3 -11. 5-8 3 -10= 318/177, 4 -10= 88/593, 4 -9= 88/593, 5-9 =- 318/177, 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the
3- 11=- 1372/139,5 -8= 1372/139
REACTIONS (Ib /size) 11) analysis and design 20 Ga au this truss.
Gauge
11 = 1271/0 -3 -8 (min. 0 -2 -0) NOTES (11) 11) All Plates 20 Gge Unless Noted
8 = 1271/0 -3-8 (min. 0 -2 -0) 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp 8; LOAD CASE(S)
Max Harz enclosed; MWFRS (low -rise) gable end zone and C -C Exterior(2) -1 -0 -0 to 2-0-0, Standard
11 = - 185(LC 6) Interior(1) 2 -0-0 to 8 -0-8, Exterior(2) 8 -0 -8 to 11 -0 -8, Interior(1) 14-0-8 to 20 -1-0 zone;
Max Uplift cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions
11 = - 195(LC 8) shown; Lumber DOL =1.33 plate grip DOL =1.33
8 = - 195(LC 9) 2) TCLL: ASCE 7 -05; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow);
Category II; Exp B; Partially Exp.; Ct =1.1
FORCES (Ib) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. 3) Unbalanced snow loads have been considered for this design.
1 TOP CHORD 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times
2 -14 =- 333/122, 3 -15 =- 1503/247, 15- 16= 1420/253, flat roof load of 30.8 psf on overhangs non - concurrent with other live loads.
Contractor Copy of Order 37 -00(
_ WORK ORDER # 27159 Ordered On:02/07/12
kit 714** 181 GOODWIN ST Projected Delivery By 02/18/12 **
ENGINEERING PO BOX 51027
CORPORATION
Kelit`i■`' INDIAN ORCHARD, MA 01151
Job: RICH DENNO
MANUFACTURERS OF ROOF & FLOOR TRUSSES
Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187
551 FLORENCE RD.
NORTHAMPTON, MA
Sold To: r.k. Miles, Inc. PO: RU40039 -DENNO
24 West St.
West Hatfield, MA 01088 Ordered By:WAYNE HELMS
Attn: WAYNE HELMS
Phone: (413) 247 -8300 Our Salesman: Brian Tetreault
Cancellation Date: 02/10/12
** Truss Engineering's Shipping Department should be contacted 5 business days before your
optimal delivery date. "Projected Delivery" dates are NOT scheduled ship dates.
ROOF TRUSSES LOADING TCLL TCDL BCLL - BCDL ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT BY: ON: / /
INFORMATION 40.0,10.0,0.0,10.0
PROFILE QTY PITCH TYPE BASE OIA I LUMBER OVRHG / CANT SHIPPING I UNIT UNIT TO TAL
PLY TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT
WIDTH WEIGHT PRICE PRICE
FINK 01 -00 -00 01 -00 -00
14 7.00 0.00 T1 22 -01 -00 22 -01 -00 2 X 4 2 X 4
07 - 05 - 05 98
€l GABLE 01 -00 -00 01 -00 -00 07 - - 105
a 2 7.00 0.00 T1GE 22 -01 -00 22 -01 -00 2 X 4 2 X 4 1
ROOF SUB - 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. SUB-TOTAL
Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery
of order may result in additional charges.
GRAND TOTAL
* ** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER * **
Approved By: Approval Date:
PO #: Requested Delivery Date: