06-064 (9) 70 CHESTNUT AV EXT BP-2019-1212
GIs#: COMMONWEALTH OF MASSACHUSETTS
Man:Block:06-064 CITY OF NORTHAMPTON
Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: GARAGE BUILDING PERMIT
Permit# BP-2019-1212
Project# JS-2019-001963
Est. Cost: $47000.00
Fee: $106.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: JEFFREY MORIN 97133
Lot Size(sq.ft.): Owner: IMRE LYNNE
Zonin : Applicant. JEFFREY MORIN
AT: 70 CHESTNUT AV EXT
Applicant Address: Phone: Insurance:
29 GRANT AVE (413,) 374-7799 O
NORTHAMPTON MAO 1060 ISSUED ON:5/2/2019 0:00:00
TO PERFORM THE FOLLOWING WORK.-ADD 2 CAR DETACHED GARAGE
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings: r) e_
Rough: Rough: House# Foundation: 6 K 5-Zc1.1 q e,,p
Driveway Final: '
Final: Final: 9'/(q -�'f
n� r� Rough Frame: rAiL(jo q-16-)q X R
0� t JO HU122iCAh-V Tl(s'5 Qu -MUS5[y'5
o K. q-12-lq xe
Gas: Fire Deaartment Fireplace/Chimney:
Roueh: nNl;
Insulation:
Final: Smoke: p
Final: d,,v
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS2ULES AND ULATIONS.
Certificate of si nature:
FeeTyne: Date Paid: Amount:
Building 5/2/2019 0:00:00 $106.00
212 Main Street, Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck-Building Commissioner
70 CHESTNUT AV EXT EP-2020-0181
COMMONWEALTH OF MASSACHUSETTS
CITY OF NORTHAMPTON
Map: 06
Lot:064 ELECTRICAL PERMIT
Permit: Electrical
Category: WIRE DETACHED GARAGE
Permit# Electrical
PERMISSION IS HEREBY GRANTED TO:
Project# JS-2019-001963
Est.Cost: Contractor: License:
Fee: $90.00 JAMES MAILLOUX ELECTRIC Master All 6187
Owner: IMRE LYNNE
Applicant. JAMES MAILLOUX ELECTRIC
AT. 70 CHESTNUT AV EXT
Applicant Address Phone Insurance
221 PINE ST SUITE 160 (413) 585-1592 C-(413) 563-4654 ,
FLORENCE MA01062 ISSUED ON:8/29/2019 0:00:00
TO PERFORM THE FOLLOWING WORK:
WIRE DETACHED GARAGE
Call In Date: Date Requested Inspection Date/SiEnOff: Reinspect?:
Trench/UG:
Special Instructions
x
Rough
X
Special Instructions:
Final: (/ /0 « Q�
SRE Called In:
Sip-nature:
Fee Type:: Amount: DatePaid
Electrical $90.00 8/29/2019 0:00:00 12428
212 Main Street,Phone(413)587-1244,Fax(413)587-1272-Inspector of Wires -Roger Malo
6L - 60
Job Truss Truss Type Ply
19013156J T01GE GABLE 2 1
�JobReferenoa(optional)
UFP,UFP 20/20 Run:8.240 s Feb 11 2019 riM:8.240 s Feb 112019 WiTek Industries,Inc. Tue Jun 1811:01:01 2019 Page 1
ID:bWGiV'1JHAtgghHgdrvL318zq91 s-ZQtk%RaUrcxmOj9AlgkeeXDvPnPeRI?ejmXbl zz54fG
11-0-5 22-0-10
11-0-6 11-0-5
4x4 J Scale-1:51.
6
5
8.001! 25 27
4 24
,330
3
IT
01
2 0
1
1 n
o
3x4= 21 20 22 19 18 17 16 15 14 23 /3 12 3x4=
4x6=
22-0-10
22-0-10
LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.04 Vert(CT) r1/a n/a 999
TCDL 15.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.00 11 n/a n/a
BCLL 0.0 ' Code IRC2015/TPI2014 Matrix-S Weight:112 Ib FT=20%
BCDL 10.0
LUMBER- BRACING
TOP CHORD 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 11=166/22-0-10,1=166/22-0-10,17=267/22-0-10,18=330/22-0-10,19=316/22-0-10,20=193/22-0-10,21=373/22-0-10,15=331/22-0-10,14=314/22-0-10,
13=192/22-0-10,12=373/22-0-10
Max Horz 1=-196(LC 9)
Max Upliit1=-25(LC 7),18=-96(LC 11),19=-98(LC 11),20=-65(LC 11),21=-123(LC 11),15=-95(LC 12),14=-98(LC 12),13--65(LC 12),12=-123(LC 12)
Max GravI I=166(LC 1),1=182(LC 22),17=287(LC 24),18=414(LC 18),19=338(LC 18),20=193(LC 1),21=374(LC 18),15=414(LC 19),14-337(LC 19),
13=192(LC 1),12=374(LC 19)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=-196/150,2-3=-157/102,3-4--131/92,4-24=-119/117,24-25=-95/122,5-25=-95/127,5-6=-165/162,6-7=-165/153,7-26=-95/93,26-27=-95/87,8-27=-112/83,
8-9=-93/52,9-10=-118/51,10-11=-170/109
BOT CHORD 1-21=-96/159,20-21=-96/159,20-22=-96/159,19-22=-96/159,18-19=-96/159,17-18=-96/159,16-17=-96/159,15-16=-96/159,14-15=-96/159,14-23=-96/159,
13-23=-96/159,12-13=-96/159,11-12=-96/159
WEBS 6-17=-177/42,5-18=-292/101,4-19=-228/106,3-20---171/86,2-21=-2881141,7-15=-292/100,8-14--228/106,9-13=-171/86,10-12=-288/142
NOTES-
1)Wind:ASCE 7-10;Vuh=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.0psf;h.24ft;Cat.II;Exp C;Enclosed;MWFRS
(envelope)gable end zone and GC Exterior(2)0-0-0 to 3-0-5,Interior(1)3-0-5 to 8-0-5,Exterior(2)8-0-5 to 14-0-5,Interior(1)14-0-5 to
19.0-5,Exterior(2)19-0-5 to 22-0-10 zone;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 psi(flat roof snow);Category II;Exp C;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 requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
8)`This truss has been designed for a live load of 20.Opsi on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will to
between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 Ib uplift at joint 1,96 Ib uplift at joint 18,98
Ib uplift at joint 19,65 Ib uplift at joint 20,123 Ib uplift at joint 21,95 Ib uplift at joint 15,98 Ib uplift at joint 14,65 Ib uplift at joint 13 and 123
Ib uplift at joint 12.
10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
standard ANSUTPI 1.
11)Attic room checked for U360 deflection.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(pit)
Vert:1-22=-20,22-23=-60(F=-40),11-23=-20,1-6=-100,6-11.100
Job Truss Truss Type Qty Ply
19013156) Tot ATTIC 19 1
Jab Relerenoetonal
U P,UFP 20 Run:8.240 s Feb 11 2019 Pint-8.240 s Feb 112019 A6 ek Industries,Inc. Tue Jun 18 11:01:00 2019 Page 1
IDfiWGiVUHAtgghHgdrvL3t8zq91 s-5EJ_u5Zs4lpvPZa_k7DP5JgcbNtuiEiVU6n2VXz54fH
6 4-8 11-0-5 156-2 22-0-10
6-4-8 4-7-13 4-7-13 6-4-8
5x6 O Scale:1/4"=1
3
8.00 12 17
2x4 II 16 20 11
2 X33
b
15
IV IV
1
Fly
'd
8 13 7 14 6
06i 5x8= 4x6
4x6= 4x6=
6-4-815-8-2 22-0-10
6
.6
33-10 6-4-8
Plate Offsets(X,Y)-- 1: f3:0-3-8,0-1-121,[4:0-0-0,0-0-01,[5:0-3-4,0-1-91
LOADING(psf) SPACING 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.17 6-8 >999 240 MT20 197/144
(Roof Snow-35.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.31 6-8 >845 180
TCDL 15.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.04 5 n/a n/a
BCLL 0.0 ' Code IRC2015/TP12014 Matrix-MS Weight:98 Ib FT=20%
BCDL 10.0
LUMBER- BRACING
TOP CHORD 20 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-4 oc purlins.
BOT CHORD 2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 20 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be
installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 5=1515/0-3-8,1=1515/0-3-8
Max Hoa 1=197(LC 10)
Max Uplift5=-204(LC 12),1=-204(LC 11)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-15=-2399/317,2-15=-2251/335,2-16=2401/471,16-17=-2301/479,3-17--2251/495,3-18=-2251/494,18-19=-2301/477,4-19=-2401/470,4-20=-2251/335,
5-20=-2400/317
BOT CHORD 1-8=-283/1906,8-13=-101/1192,7-13=-101/1192,7-14=-101/1192,6-14--101/1192,5-6=-182/1873
WEBS 2-8=-629/291,3-8=-334/1322,3-6=-333/1322,4-6=-629/291
NOTES-
1)
OTES1)Wind:ASCE 7-10;Vuh=117mph(3-second gust)Vasd=92mph;TCDL=5.Opst;BCDL=5.Opsf;h=24h;Cat.11;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C
Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-5,Exterior(2)8-0-5 to 14-0-5,Interior(1)14-0-5 to 19-0-10,Exterior(2)19-0-10 to 22-0-10 zone;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 11;Exp C;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 3-6-0 tall by 2-0-0 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 204 Ib uplift at joint 5 and 204 Ib uplift at joint
i.
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.
7)Attic room checked for U360 deflection.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(pit)
Vert:1-8=-20,6-8=-60(F=-40),5-6--20,1-3=-100,3-5=-100