20093266B Noho Storage ContractorOVERHANG INFO HEEL HEIGHT
GABLE STUDS
2x6
24 IN. OC
END CUT RETURN
PLUMB NO
REQ. ENGINEERING
JOBSITE
REQ. LAYOUTS
JOBSITE 1 1
QUOTE
LAYOUT
CUTTING
JPK
DATEBY
SHIP
TO
1123 Bernardston Road
Greenfield, MA 01301
Leader GreenfieldSOLD
TO (413) 774-6311
SALES REP
ORDER DATE
REQ. QUOTE DATE
DELIVERY DATE
/ /
/ /
/ /ORDER #
QUOTE #
TERMS
SALES AREA
CUSTOMER PO #
CUSTOMER ACCT #
INVOICE #
LBMN180G
ORDERED BY
SUPERINTENDENT
JOBSITE PHONE #
DATE OF INVOICE
20093266B
Josh Kapinos
Massachusetts /
/ /
Brett Sallee
(413) 774-6311
PAGE 1
SPECIAL INSTRUCTIONS:
DELIVERY INSTRUCTIONS:
JOB NAME:
MODEL: TAG:
Northampton Self Storage
BUILDING DEPARTMENT
EWP
JOB CATEGORY:
LOT #SUBDIV:
DATE09/28/20
Northampton, MA
Northampton Self Storage
Brett Sallee
09/28/20
/ /
/ /
155 Bay Road, PO Box 945, Belchertown, MA. 01007
Phone: 413-323-7247 Fax: 413-323-5780
UFP Belchertown, LLC
QTY TYPE
SPAN LUMBER
TOP BOT
OVERHANG
LEFT RIGHT
CANTILEVER
LEFT RIGHT
PITCH
TOP BOTID TOTALPRICEPRICEUNITPROFILE
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,10.0,0.0,10.0
STRESS INCR.
1.00INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL
35.0,10.0,0.0,10.0
STRESS INCR.
INFORMATION
PLY LEFT RIGHT
STUBO/ABASE
SPAN
T018.00 5.41 30-00-00 01-00-00 01-00-002 X 4 2 X 4
ROOF
15 30-00-00
T01GE8.00 5.41 30-00-00 2 X 4 2 X 4
ROOF
2 30-00-00
ROOF 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.UFP Belchertown, LLC
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 BUT can be provided for an additional charge.
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
812
5.412
612
=3x4 =2x4
=6x8
=4x8
=6x8
=3x8
=3x6
=4x6
=5x8
=6x6
=8x8
=3x6
=3x6
=6x6
=5x6
=4x12
=3x4
12
11
10
29
17
1
13
2
24 9161514
3
825284727265
6
T2
T1
T3
T4
B1
B2
B3
B4
B1
W1
W2
W4 W8
W9
W1
W6
W7W5
W3
W10
W11
HW2
1-3-12
1-3-12
1-3-12
30-0-0
3-7-12
16-10-12
3-11-5
5-3-1
3-11-3
9-2-4
4-0-12
13-3-0
5-10-12
22-9-8
5-10-12
28-8-4
1-5-8
30-0-0
1-5-8
1-5-8
3-9-8
17-0-8
4-2-8
13-3-0
5-9-0
22-9-8
5-9-0
28-6-8
7-7-0
9-0-811-8-80-6-89-4-82-4-02-4-03-5-05-9-08-0-0
20-1-9
15 -11 -2
Scale = 1:60.2
Plate Offsets (X, Y):[12:0-4-0,0-2-8], [17:0-5-4,0-2-4]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.37 13-14 >876 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.98 Vert(CT)-0.60 13-14 >541 180
TCDL 10.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.62 12 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 130 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
WEDGE Right: 2x4 SPF No.2
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing: 13-14
6-0-0 oc bracing: 12-13.
WEBS 1 Row at midpt 3-17
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size)12=1650/0-5-8, (min. 0-2-9), 17=1650/0-5-8, (min. 0-2-9)
Max Horiz 17=-218 (LC 7)
Max Uplift 12=-117 (LC 12), 17=-90 (LC 11)
1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-25=-3539/150, 4-25=-3358/162, 4-26=-2218/90, 5-26=-2136/96, 5-6=-2109/110, 6-27=-2186/131, 7-27=-2218/113,
7-28=-3680/86, 8-28=-3756/83, 8-9=-3974/71, 9-29=-3891/174, 10-29=-4043/151
BOT CHORD 16-17=-217/2554, 15-16=-54/2814, 14-15=0/3105, 13-14=-61/3610
WEBS 2-17=-371/123, 3-17=-3130/179, 4-16=-29/1113, 7-14=0/1684, 9-14=-196/271, 10-12=-1590/190, 6-15=-74/2041,7-15=-1854/112, 4-15=-1415/163, 3-16=0/581, 9-13=-495/73, 10-13=-41/3378
NOTES
1)Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; 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 10-3-0, Exterior (2) 10-3-0 to 16-3-0, Interior (1) 16-3-0 to 27-0-0, Exterior (2) 27-0-0 to 30-0-0 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)TCLL: ASCE 7-10; Pf=35.0 psf (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 all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 17 and 117 lb uplift at joint 12.
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
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T01 15 120093266BRoof Special Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Mon Sep 28 17:32:51 Page: 1
ID:mLZKvc2zxKSlrv1joMWK43yZ2JZ-Vn0fNbrtXIZ_3PC6qNAVxmm4iac2z7zBG0HnPHyZ2Fy
812
5.412 612
=3x4
=5x6 =3x6
=3x4
=5x6
=3x4
=4x4
=3x4
=5x6
=3x4
=5x6
=6x8
=3x420
19
21
18
22
17
35
1
23
34
162
2433
25
3 15
32
3130 29 28 27 26
4 14
5 13
42
6 1211
78 10
9
T2
T1
T3
T4
B1
B2
B3
B4
B1
W1W3
W1W2
ST6
ST5
ST4
ST3
ST2
ST1
ST5
ST7
ST8
ST9
ST10
ST11
ST12
1-3-12
1-3-12
1-3-12
30-0-0
11-11-4
13-3-0
15-5-4
28-8-4
1-5-8
30-0-0
1-5-8
1-5-8
1-3-8
28-6-8
1-9-8
3-3-0
5-9-8
9-0-8
8-0-0
17-0-8
10-2-8
27-3-011-8-80-6-89-4-82-4-02-4-03-5-05-9-0Scale = 1:63.8
Plate Offsets (X, Y):[20:0-4-0,0-2-8], [35:0-3-0,0-2-2]
Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL)0.01 21-22 >999 240 MT20 197/144
(Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(CT)0.01 21 >999 180
TCDL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.01 18 n/a n/a
BCLL 0.0*Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight: 122 lb FT = 20%
LUMBER
TOP CHORD 2x4 SPF No.2
BOT CHORD 2x4 SPF No.2
WEBS 2x4 SPF No.2
OTHERS 2x4 SPF No.2
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:
6-0-0 oc bracing: 1-35,34-35,20-21,19-20.
MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide.REACTIONS All bearings 28-0-0. except 20=0-5-8
(lb) -Max Horiz 35=-218 (LC 7)
Max Uplift All uplift 100 (lb) or less at joint(s) 23, 24, 25, 27, 28, 29, 30,
31, 32, 33 except 18=-230 (LC 10), 20=-406 (LC 12), 22=-121
(LC 12), 34=-124 (LC 11), 35=-180 (LC 7)
Max Grav All reactions 250 (lb) or less at joint(s) 23, 24, 25, 31, 32, 33,34 except 18=381 (LC 12), 20=461 (LC 21), 22=291 (LC 21),26=268 (LC 18), 27=326 (LC 18), 28=262 (LC 23), 29=342 (LC
17), 30=303 (LC 17), 35=415 (LC 21)
2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 8-9=-228/253
BOT CHORD 34-35=-268/249
WEBS 8-29=-301/70, 6-30=-263/72, 10-27=-286/64, 18-20=-379/354, 2-35=-267/81
NOTES
1)Wind: ASCE 7-10; Vult=117mph (3-second gust) Vasd=92mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C
Corner (3) 0-0-0 to 3-3-0, Exterior (2) 3-3-0 to 10-3-0, Corner (3) 10-3-0 to 16-3-0, Exterior (2) 16-3-0 to 27-0-0, Corner (3) 27-0-0 to 30-0-0 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 consultqualified 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.; Ct=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 20.0psf 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)Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 31, 28, 29, 30, 32, 33, 27, 25, 24, 23 except (jt=lb) 35=180,
20=406, 34=124, 22=121, 18=229.
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(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
T01GE 2 120093266BRoof Special Supported Gable Job Reference (optional)
UFP Industries, Inc, UFP SE Engineering Run: 8.41 S Jul 24 2020 Print: 8.410 S Jul 24 2020 MiTek Industries, Inc. Mon Sep 28 17:32:51 Page: 1
ID:y9?luVFVJxF43jNVutGmvDyZ2Gk-zza1bxsVIchrhZnJN4hkT_JRW_AQik9LVg1LxjyZ2Fx