36-211 /Ac /,/ L ,4
Table 1: Garage Front Bracing Solutions
Anchor Em meat Dep ot, i
Applicafion Wall Model Rod inimurrl< Coat a Strength (P •
[am eter . 00 pst :' pst . 350G psi
AT SET AT SET AT SET ! -
SINGLE STORY
SSW12x9 3/4" 16 16 16 16 16 16
-^- - SSW15x9 In 12 12 12 12 12 12
s SSW12at10 3/4" 20 20 20 20 16 16
SSW1xti i" 16 12 12 12 12 12
µ SSW15x11 1" 16 16 16 16 12 12
SSW18x11 1" 12 12 12 12 12 12
is `:
:C <titi:�±�i•
...v..;; ...::.nom .. ;..:.. v. �. ij:.+,: l:t?'?? �:: �:t?:;::: ? ?•::::�::i`iii:�: {:::i`L•`.ii: vviii };.y;;;. ; . yv , ..;.; ::v.
:;:.',: �,, v<: i»: j;:^>:}: is ::?ui� ?:' ?ti�r:�:: ?y:`:.!':i�r� :::`iii:�::iiij: ?: ?riiii:L�:
C:i<•::•:::;;Lin:O:v:v;; Lin ::.:{; {. }':::.:�:. ?'.,�:::::... : \•:,::ti .. Q ..: ...................:.... n... ....................: ... ...................:...........:: .
SSW18x9 1" 20 20 20 16 16 16
SSW21x9 1" 16 16 16 16 16 16
SSW1$x10' 1" NS NS 20 i 20 20 20
__ SSW21x1 �" 16 16 16 16 16 16
SSW21x11 1" 20 20 20 20 16 16
SSW24x11 1" 16 16 16 16 16 16
.............
.:::.:.....
SSW15x9 1" 20 20 16 16 16 16
_ - "-- SSW18x9 1" 16 16 12 12 12 12
SWt6 its 1" 16 ` 16 16 16 16 16
SS2 ix i(3 1 12 12 12 12 12 12
SSW21x11 1'' 16 16 16 12 12 12
SSW24x11 1" 12 12 12 12 12 12
FIRST STORY OF A TWO -STORY
...................................................... ...............................
?'�:F::iRt:i`•�'::. .,., �i4fi�:?: �:::: �::'?:::<:: s�::` 2:: i:::` � j; j: 2%> �:: ���q .� ?::`::::`�:
_.,__ --- SSW18x9 1" 16 16 16 16 12 ism
uS W 18xt!) 1" 16 16 16 16 16 16
SSW21x4 1" 16 16 12 12 12 12
L SSW18x11 1" 20 20 16 16 16 16
SSW21 x11 1" 16 16 16 16 16 12
SSW21 x9 1" 20 20 16 16 16 16
SSW24x9 1" 16 16 16 16 16 16
SSW21x €" NS 20 20 <. 20 20 20
SSW24x i 1" 20 16 . 16 16 16 16
SSW24x11 1" 20 20 20 20 16 16
1. Required quantity of Braced Wall Panels shall be determined from IRC Section R602.10 and adjusted in accordance with •
Section R301.3 for story heights.
2. Anchor rods shall be ASTM F1554 Grade 36 or ASTM A36 minimum and must be installed with Simpson Strong AT
Acrylic-Tie adhesive or SET High Strength Epoxy.
3. Minimum concrete temperature at time of installation is 0 °F for AT and 40 °F for SET.
4. Maximum allowable axial gravity load acting concurrently with in -plane shear is 4,000 pounds for "single story" applications
and 7500 pounds for "first story of a two- story" applications.
5. NS = No Solution.
Page 2 of 2 L- SSWSTEMTALLGF
Co„ ` if:. 5956 West Las Positas Boulevard Pleasanton, California, 94588 Phone - 800 . 999.5099 vAvw. stronyhe cad
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I Job Truss [Truss Type Qty Ply
STOCK2009 5245 MA SCISSORS 1 1 STOCK SCISSOR 5/12
Job Reference (optional)
Truss Engineering Corp., Indian Orchard MA 011 1 7.100 s Sep 25 2008 MiTek Industries, Inc. Mon Jun 01 08:47:53 2009 Page 1 1
-1-4-0 1-4-0 0-0-0 6-8-9 6-8-9 53-7 12-0-0 53-7 17-3-7 63-0 24-0-0 25-4-0 ■ 1 -4-0
Scale = 1:334
5x6 =
4
— i
13 14
5.00 12
3x4 � 3x4 J
3 5
12 f ! t � �� ` 15
M a.
7 x8 = rill
16 Y
11 10 8 N
q� 1.5x4 II 1.5x4 I I 6
c� 2 i b ` 7 '.1
2.50 12 j j
4x9 = 4x9 =
0-0-0 6-8-9 12-0-0 173-7 24 -0-0
6-8-9 53-7 53-7 638.9
1.4-0 I 24-0-0 , 1-4-0
LOADING (psf)
TCLL 38.5 SPACING 2 -0-0 CSI DEFL in (loc) /deft L/d PLATES GRIP
(Ground Snow 50.0) Plates Increase 1.15 TC 0.83 Vert(LL) -0 44 8 -9 >649 240 MT20 197/144
Lumber Increase 1.15 BC 0.73 Vert(TL) -0.79 8 -9 >359 180
B LL 10.0 i Rep Stress lncr YES WB 0.93 1 Horz(TL) 0.49 6 n/a n/a
BCDL 10 0 Code IRC2003/TP12002 (Matrix) Weight 78 lb
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1.8E 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all
BOT CHORD 2 X 4 SPF 2100F 1.8E TOP CHO D areas where a rectangle 3-6 -0 tall by 1 -0-0 wide will fit between the bottom chord and
WEBS 2 X 4 SPF Stud 2 -11 = 11 -12 = 0 3 -12 = -1572
BRACING 3 -13 = 4 -13 = -1145 4 -14 = 0 any other members
TOP CHORD 5 -14 = 5 -15 = 0 15 -16 = 0 7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/IPI 1 angle to
grain formula. Building designer should verify capacity of bearing surface.
Structural wood sheathing directly applied or 2 -2-0 oc purlins 6 -16 = 6 -7 = 45
BOT CHORD BOT CHO D 8) Provide mechanical connection (by others) of truss to bearing plate capable of
withstanding 649 lb uplift at joint 2 and 649 lb uplift at joint 6.
Rigid ceiling directly applied or 6 -4 -2 oc bracing. 2 -10 = 1507 9 -10 = 1507 8 -9 = 1507 9) This truss is designed in accordance with the 2003 International Residential Code
WEBS 6-8 = 1507 sections R502.11.1 and R802.10 2 and r es -./xn 7 ri d:33 :'i l34
1 Row at midpt 3 -9, 5 -9 WEBS 10) All Plates 20 Gauge Unless Noted
3 -10 = 110 3 -9 = -387 4 -9 = 782 11) Max Uplift at 110 MPH: -510 (LC 8)
REACTIONS (Ib/size) 5 -9 = -387 5 -8 = 110 12) Max Uplift at 100 MPH -381 (LC 8)
2 = 1530/0 -2 -2 (input 0 -3-8)
6 = 1530/0 -2 -2 (input 0 -3-8) NOTES (10 -12) :
Max Horz 1) Wind: ASCE 7 -02; 120mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft; Cat. II; Exp C;
2 = -88(LC 9) enclosed; MWFRS (low -rise) gable end zone and C-C Extenor(2) -1 -4-0 to 1 -8 -0,
Max Uplift Interior(1) 1-8-0 to 9 -0-0, Exterior(2) 9 -0-0 to 12 -0-0, Interior(1) 15 -0-0 to 22-4-0 zone;
2 = - 649(LC 8) cantilever left and right exposed CO ;- for members and forces & MWFRS for reactions
1 6 = - 649(LC 9) shown; Lumber DOL =1.33 plate grip DOL =1.33
Max Gray 2) TCLL ASCE 7 -02; Pg= 50 0 psf (ground snow); Pf =38.5 psf (flat roof snow); Category
2 = 1707(LC 2) II; Exp C; Partially Exp.; Ct =1 1
16 = 1707(LC 3) 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 I
c
FORCES (lb) - First Load Case Only flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. *. < [
[ TOP CHORD 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent
1 -2 = 45 with any other live loads.
i
IJob ITruss ITruss Type (Qty I Ply
i I
STOCKGE2009 1524SGE I GABLE 1 1 i STOCK SCISSOR 5/12
I I I I Job Reference (optional)
1 Truss Engineering Corp., Indian Orchard, MA 01151 7.100 s Sep 25 2008 MiTek Industries, Inc. Mon Jun 01 12:53:17 2009 Page 1
I -1-4.0 0-0-0 12-0.0 24-0-0 25-4-0 ,
1 -4-0 , 12-0-0 12 -0-0 1 -4-0 , j
Scale = 1:33.41
4x4 =
6
5 : i 1 21
5.00 FIT 4
•
P II
II 111
3
9
P NOM
II
16 5x6 = 14 1
19 = 17 13 II 22 1.
18 12 C '
10
2
11 Iy
3x6 3x6
0-0-0 12-0-0 24-0-0
12-0-0 12-0-0
1 1-4-0 I 24 -0-0 1 - 4 - 0
LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP
TOLL 38.5 Plates Increase 1.15 TC 0.53 Vert(LL) -0.02 11 n/r 120 MT20 197/144
(Ground Snow 50.0) Lumber Increase 1.15 BC 0.22 Vert(TL) 0.01 11 n/r 90
TCDL 10.0 Rep Stress !nor YES WB 0.17 Horz(TL) 0.00 10 n/a n/a
BCLL 0.0 ' Code IRC2003/TP12002 (Matrix) Weight: 75 lb
BCDL 10.0
LUMBER
TOP CHORD 2X4SPF2100F1.8E
BOT CHORD 2 X 4 SPF 2100F 1.8E Max Uplift TOP CHORD
OTHERS 2 X 4 SPF Stud 16 = - 115(LC 8) 8 -9 = -6 9 -22 = 0 10 -22 = 0
BRACING 17 = -45(LC 2) 10 -11 = 42
TOP CHORD 18 = - 388(LC 8) BOT CHORD
Structural wood sheathing directly applied or 6 -0 -0 oc purlins. 14 = - 114(LC 9) 2 -18 = 15 17 -18 = -0 16 -17 = 8
BOT CHORD 13 = -45(LC 3) 15 -16 = 5 14 -15 = 5 13 -14 = 8
Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except: 12 = - 387(LC 9) 12 -13 = -0 10 -12 = 15
6 -0-0 oc bracing: 17- 18,12 -13. Max Gray WEBS
2 = 584(LC 2) 6 -15 = -35 5 -16 = -49 4 -17 = -4
REACTIONS (Ib/size) 15 = 199(LC 1) 3 -18 = -111 7 -14 = -49 8 -13 = -4
2 = 433/04-13 (input 24 -0 -0) 10 = 584(LC 3) 9 -12 = -111
15 = 199/0 -4 -13 (input 24 -0 -0) 16 = 413(LC 2)
10 = 433/04-13 (input 24 -0 -0) 17 = 63(LC 8) NOTES (14 -16)
16 = 304/0 -4 -13 (input: 24 -0 -0) 18 = 970(LC 2) 1) Wind ASCE 7 -02; 120mph; TCDL= 4.2psf; BCDL= 5.Opsf; h =25ft, Cat. II; Exp C;
17 = - 35/04-13 (input 24 -0 -0) 14 = 413(LC 3) enclosed; MWFRS (low -rise) gable end zone and C-C Exterior(2) -1 -4 -0 to 1-8 -0,
18 = 732/04-13 (input. 240-0) 13 = 63(LC 9) Interior(1) 1-8-0 to 9 -0-0, Exterior(2) 9 -0-0 to 12 -0 -0, Interior(1) 15 -0-0 to 224-0 zone;
14 = 304/0 -4 -13 (input 24 -0 -0) 12 = 970(LC 3) cantilever left and right exposed ;C -C for members and forces & MWFRS for reactions •
13 = - 35/0 -4 -13 (input: 24 -0-0) < 51 shown; Lumber DOL =1.33 plate grip DOL =1.33 I
112 = 732/04-13 (input 24 -0 -0) FORCES (lb) - First Load Case Only 2) Truss designed for wind loads in the plane of the truss only For studs exposed to y.
Max Horz
. 2 = -87(LC 9) 1 -2 . TOP CHORD 4 29 = 0 3 -29 = 8 I) wind TO Partially -02 50.0 psf (ground snow); Pf=38.5 psf (flat roof snow); Category'
Max Uplift 3 4
2 = - 281(LC 8) 5-6 = 5 6 -7 = 5 7 -21 = 8 4) Unbalanced snow loads have been considered for this design.
10 = - 307(LC 9) 8 -21 = 0 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times
Continued on page 2 flat roof load of 38 .5 psf on overhangs non - concurrent with other live loads.
•
KeyBuild Structure'. 2.3052 RossJDLenkowski - Level 6 9 -10 -09 '
kmBeamEngate 4.506u
Materials Database 1023 8:20am
1 of 1
Member Data
Description: CaIcG1 Member Type: Girder Application: Floor
Comments: Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 0 PLF Deflection Criteria: L/360 live, L/240 total 1.000" max. LL
Live Load: 0 PLF Deck Connection: Nailed Member Weight: 13.8 PLF
Filename: UNKNOWN
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PLF) 0' 0.00" 24' 0.00" -13 -53 Live
Replacement Uniform (PLF) 0' 0.00" 24' 0.00" 1 3 Live
Replacement Uniform (PLF) 0' 0.00" 24' 0.00" 7 27 Live
Replacement Uniform (PLF) 0' 0.00" 24' 0.00" 13 40 Live
Replacement Uniform (PLF) 0' 0.00" 24' 0.00" 19 50 Live
Replacement Uniform (PLF) 0' 0.00" 24' 0.00" 106 43 Snow
Point (LBS) 0' 2.75" 15 40 Live
Point (LBS) 0' 2.75" 707 943 Snow
Point (LBS) 23' 9.25" 15 40 Live
Point (LBS) 23' 9.25" 707 943 Snow
.............................................................................................................................................................................................................. ...............................
........... ...........................
.............................................................................................................................................................................................................. ...............................
;
/ / / /
2 0 0 2 0 0 16 0 0 4 0 0
0 0 0
/ /
24 0 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 4' 0.000" Wall N/A 1.677 4403# --
2 20' 0.000" Wall N/A 1.677" 4403# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 2467# 878# 1703#
2 2467# 878# 1703#
Design spans
4' 0.000" (left cant) 16' 0.000" 4' 0.000" (right cant)
Product: 1 3/4x14 Versa -Lam 2.0 -3100 SP 2 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing for both chords.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3392.'# 33390.'# 10% 12' Even Spans D +0.75(L +S)
Negative Moment 7786.'# 33390.'# 23% 4' Total load D +S
Shear 2199.# 10706.# 20% 3' Total load D +S
TL Deflection - 0.1350" 0.8000" L/999+ 12' Cants Only D +S
LL Deflection - 0.1348" 0.5333" L/999+ 12' Cants Only S
TL Defl., Lt. 0.2033" 0.4000" 2L/472 0' Cants Only D +S
LL Defl., Lt. 0.1561" 0.2667" 2L/615 0' Cants Only S
TL Defl., Rt. 0.2033" 0.4000" 2L/472 24' Cants Only D +S
LL Defl., Rt. 0.1561" 0.2667" 2L/615 24' Cants Only S
Control: LL Defl., Lt.
DOLs: Live =100% Snow =115% Roof =125% Wind =133%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners
�• :1: ' ' ++ Copyright (C)1989 -2005 by Keyin rk Entery rises , LLC. ALL RIGHTS RESERVED.
g. " :::::;
"Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design
professional as required for approval. This design assumes product installation according to the manufacturer's specifications.
KeyBuild Structure °° 2.305z RossJDLenkowski - Level 6 9 -10 -09
kmBeamEngute 4.506u
Materials Database 1023 8:20am
loft
Member Data
Description: CalcA1 Member Type: Joist Application: Floor
Comments: Lateral Bracing: Continuous Both
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PSF Deflection Criteria: L/360 live, L/240 total 1.000" max. LL
Live Load: 40 PSF Deck Connection: Glued & Nailed
Filename: UNKNOWN
Other Loads
Type Dead Other
(Description) Begin End Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 24' 0.00" 10 30 Live
Point (PLF) 0' 2.75" 341 455 Snow
Point (PLF) 23' 9.25" 341 455 Snow
.............. E' ?,',{ "::E`:`: t1?' � 'M'e33 ?si:ii<r'::: M , {'iii:; {' ' >; <.' <, ?# : '; ? #` <: %sniM % #:; €`'::: <t5N::::;
/ / /
2 0 0 20 0 0 2 0 0
0 0
/ /
24 0 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 2' 0.000" Wall N/A 3.500" 1473# --
2 22' 0.000" Wall N/A 3.500" 1473# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 615#(461 plf) 484#(363p1f) 660#(495p1f)
2 615#(461 plf) 484#(363p1f) 6604t(495p1f)
Design spans
2' 0.000" (left cant) 20' 0.000" 2' 0.000" (right cant)
Product: 14" AJS 20 MSR 16.0" O.C.
Component Member Design has Passed Design Checks.**
NOTE: Web stiffeners are required at point loads > 1000 #.
Design assumes continuous lateral bracing for both chords.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1835.'# 5297.'# 34% 12' Even Spans D +L
Negative Moment 1906.'# 6092.'# 31% 2' Total load D +S
Shear 537.# 1792.# 29% 2' Adjacent 1 D +L
Cant. Shear, Lt 1088.# 2061.# 52% 1.99' Total load D +S
Cant. Shear, Rt 1088.# 2061.# 52% 22' Total load D +S
Int. Reaction 1473.# 3368.# 43% 2' Adjacent 1 D +0.75(L +S)
TL Deflection 0.2045" 1.0000" L/999+ 12' Even Spans D +L
LL Deflection 0.2451" 0.6667' L1979 12' Even Spans L
TL Defl., Lt. 0.0836" 0.2000" 2L/574 0' Odd Spans D +S
LL Defl., Lt. - 0.0706" 0.2000" 2L/680 0' Even Spans L
TL Defl., Rt. 0.0836" 0.2000" 211574 24' Total load D +S
LL Defl., Rt. - 0.0706" 0.2000" 21/680 24' Even Spans L
Control: Max Int. React.
DOLs: Live =100% Snow = 115% Roof = 125% Wind = 133%
Left cantilever allowable shear is for joist only
Right cantilever allowable shear is for joist only
Manufacturer's installation guide MUST be consulted to determine if web stiffeners are required at point loads
NI product names are trademarks of their respective owners
• • ,. y po iti +,gar•" ;'7 i;. Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
"Passing is defned as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design
professional as required for approval. This design assumes product installation according to the manufacturer's specifications.
e,
Northampton, MA Property Detail Page 1 of 2
City of Northampton, MA: Residential Property Record
New Search Property Type Classification Code Reference Card 1 of 1
Parcel - Location - Zoning - Assessment
Map- Block -Lot: 36 - 211 - 001 Zoning: Assessment:
Location: 21 BIRCH LANE Neigborhood: 17 Land:
#Living Units: 1 Deed Book: 4956 Building:
Class: R -101 Deed Page: 08 Total:
Dwelling Information I Building Sketch
Style: Contemporary 2c)
fi
Year Built: 1986 29
Story Height: 1
Attic: None 22
Basement: Full 26
\---
Total Rooms: 7 1 Fr /B 4
Bedrooms: 3 CD 14 ci:. Z
Full Baths: 1 4
Half Baths: 1 20 4
4
Exterior Walls: Frame 14 8
7
Unfinished Area: 0 29
Ground Floor Area: 1472 21
Total Living Area: 1472 FG 20
Finished Basement Living
Area: 0 X 0
Basement Recreation Area: 0 X 0 ,
IN Zoc %
Woodburning Fireplace 1 / 1 Addition Information:
Stacks /Openings:
Metal Fireplace Lower 1st Story 2nd Story 3rd Stor)
Stacks /Openings: 0 / 0 Basement One Story Frame
Heat /Central A /C: Basic Frame Garage
Heating System: Hot Water I Wood Deck
Fuel Type: Gas
11 I1 1
lo II I
Quality Grade: B+ "
0 ti I
II „
P I
II
11 I
0 1 I
Physical Condition: Good
11 I
http: / /www.northamptonassessor.us/ noho /propertydetail.php ?map_no =36 - 211- 001 &pagec... 9/15/2009
�e eanvinancvea V ../ aaaacizeoe 6
Board of Building Regulatiods and Standards
Construction Supervisor License
Licer: CS 74105
EXl?o1E.J9 /2010 Tr# 22636
Ration: 04`'
JAMES D ROSS
177.STATE RD 1NH TEOf
SO DEERFIELD, MA 01373 Commissioner
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_....PNWEALTH OF MASSACHUSETTS FEE % ( '
BOARD OF HEALTH or
C1 r/ OF il 6irr/r //' /-.7 ,/1; L 32?
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair (Upgrade ( ) Abandon ( ) - ❑ Complete System individual Components
2 / $ /4C he Z/Mr /3,4"Z ZeX 0
Location Owner's Name
Ref 31.i / p Lo 2ii 2 f , /�< /c/-
/. 1r Map /Parcel it Address
c 11 0 Lot #•
Tele hone.#
alley's N e I 2 CLlDYleri I �9 , Pii n ki- / e O LTC
ddress 2 3i-- - 0 11 Address
Telephone it Telephone #
Lot Size €
Type of Building: y
' /�tl�° F71 �t /��;lfi`C`iF`'° 7.. 76 -� feet
Dwelling — No. of Bedrooms 747// Garbage Garbage Grinder ( ' ,/rz—we '
Other — Type of Building No. of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow (min. required) 3 3C gpd Calculated design flow gpd Design flow provided gpd
Plan: Date '21/1V;%'dJ Z, c/t:4 Number of sheets 4; Revision Date
Title5t'35tk re )/t5 5- 5 =f7 4 1 , &-37e--1./ it: ' 2/ l3' /x 4 ,vicei;
Description of Soil(s) Z4 '/ .5/'/ - /7/1/2) F/4/1 _ 4' '7 /f
Soil Evaluator Form No./V401 /2- Name of Soil Evaluator 1! s/ 4 `i' ate of Evaluation 4147 2 2 , 2
DESCRIPTION OF REPAIRS OR ALTERATIONS PL'Mf'' Ce00/f .01/ f? j/d''r Z--I' /57
/ 5e f' /i- !a' /ft % 7/ ii- 52:Y T44/.( - , ("4/,,V,141--7.-- ?°c'
i2/c�V /2 ' y ors l L 6 TiFzD
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed % Date
Inspections
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
No. ' I ) L i "° /,.= T E CO „ ONWE • TH OF MASSACHUSETTS FEE / 3 tr „ i, - `
Or
° .
s v -,
if BOARD OF HEALTH :1----r,. � � 7,,,:::;
"
C TIFICATE OF COMPLIANCE
Description of Work: Individual Component(s) ❑ Complete System
The und gned hereby certify that the Sewage Disposal System; Constructed ( ), Repaired ( ), Upgraded ( ), Abandoned ( )
by: _di il eL / �, el _ - .2 1
at - ,(
has been installed in actor nce with the rovisio s of 310 CMR 15.00 (Title 5) and the approved design plans /as -built
plans relating to ap lication N V.. 1 dat 49)1.0 c . o)- 20 d y . Approved Design Flow 333 (gpd)
Installer 46i "4".. till/
Designer: :f�` Inspector Date_ �
f Z r
The issuance of t s certificate shall not be construed as a guarantee that the system will function as designed.
- FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
�� BARRY L. SEARLE, RS
2 Cudworth Road
Worthington, MA 01098
a
Massachusetts Soil Evaluations • Percolation Tests
Registered Sa n i tarian # 1185 •Septic Designs
Phone (413) 238 -0446 Email: BarrySearle @msn.com
Ernest Mathieu, Health Agent
Northampton Board Of Health
Municipal Building, 210 Main Street
Northampton, MA 01060
Re: Septic repair project
21 Birch Lane, Northampton
Owner: Paul Lenkowski
584 -2924 January 22, 2004
Dear Mr. Mathieu;
We seek a variance to the Northampton Board of Health regulation requiring that
the sizing of on on -site subsurface disposal system be calculated to accommodate for the
provision of a garbage disposal. The above - referenced single- family residence has one at
present that the proponent of the upgrade to this failed system is willing to dismantle and
remove. Mr. Lenkowski also is willing to place a deed restriction to the effect that such
an appliance will not be installed in the future.
The subject dwelling has, three bedrooms, and the proposed design for the repair
to the soil absorption system will be for 331 gallons per day: slightly in excess of the 330
GPD as prescribed by the code. Since the site is extremely limited by the existing
topography and the near (southern) property line in very close proximity, sizing the SAS
an additional 50 per cent larger would not be possible and would represent a real hardship
to the owners. As you will note from the enclosed design we can just fit the 12' by 46'
leach field at the appropriate distances from the house foundation and the subject
property line with no room to spare.
Thank you for your consideration. If you have any questions on this matter please
feel free to contact me at 238 - 0446.
Sincerely,
Ba ttey L. Searle, RS
c.c. P. Lenkowski, owner
PRINTED ON RECYCLED PAPER WITH VEGETABLE BASED INK
ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR
ONE- AND TWO - FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00)
Applicant Name: nES � , 1 <af, Site Address: -7, 3 i (2.0 N WE'
print , 1 O � (� a ��
Town: /V � ,rr� i��
Applicant Phone: ; ` - r 1 91 3
Applicant Signature: • Date of Application: q " I Z IF) C5
NEW CONSTRUCTION. (choose ONE of the following two options)
780 CMR TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE - AND TWO - FAMILY BUILDINGS
MAXIMUM ML�fIMUM
Ceiling or Option 1: Slab
Basement
Fenestration exposed Wall Floor Wall Perimeter HSPF SEER
U- factor floors R -Value R -Value R Value R -Value
R -Value and Depth
National Appliance Energy
R-1 0, Conservation Act (NAECA) of
.35 R -38 R -19 R -19 R-10 O ft 1987 as amended, minimums or
greater as applicable
Note: This form is not required if you choose either afthe two versions oT c zec it sffed - belw_
❑ Option 2: ' REScheck Version 4.1.2 or later variant software analysis must be completed
(780 CMR 6107.3.2)
REScheck -Web which can be accessed at http: / /www.enerwcodes.sov /rescheck/
ADDIT ON, R, RATTON T'0 E ISTING B DINGS OVER 5 'EA.RS OL v .,
*Buildings under 5 years old must use option 41 or #2 in New Construction section above.
Complete the following formula to determine the % of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b - a)
(ma SF 511 t4-1411 - 61ThiLea-
LI� CfireOIL 100 J57G _ 1 =5,10S x % ofglazing
(b) Glazing area equals .o SF b a
.If: az ng s 40 %:use the .c ie ow .. ,_, x I a is > 40 ".a proceed •to,` UNROOM�.'_:section
780 CMR TABLE 61013
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTLNG
LOW -RISE RESIDENTIAL BUILDINGS
MAXIMUM MINIMUM
❑' Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter
U'-factor Exposed floors R -Value R -value R -Value R -Value
R -Value and Depth
39 R -37 a R -13 R -19 R -10 R-1-0 4-feet
a R -30 ceiling insulation may be used in place of R -37 if the insulation achieves the full R -value over the entire ceiling
area (i.e. not compressed over exterior walls, and including any access openings).
SUNROOM - An addition or alteration to an existing building/dwelling unit where the total
glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the
addition.
1 Note: Owner to fill out Consumer Information Form (found in Appendix 120.P)
(7(Y ''`s - LaGl5e Pack Cc 6 si ./Kv Aile
Iy Illas FoarL — i� F/Iit/2CM55 34,75 12 -3Y
vsSED 12 F / , " (� l /Jc'Se a r7` id / 4 0 ".^ / -3-5'
c/J
PAID ( c/C sj2, 1) S A))4to' 5 11,/,J f PV11-126
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s)
who owns a parcel on which he/she resides or intends to be, a one or two family
dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two -year period shall not be considered a
home owner."
The building department for the City of Northampton wants person(s) who seek to use
the home owner exemption, to act as their own construction supervisor, to be aware that
by doing so you become responsible for compliance with state building codes and
regulations .inn i reprocess requires that the bu ildi n g d partment be called to
inspect work at various stages, which include foundation /footings (before backfill),
sonotube holes (before pour). a rough building inspection (before work is
concealed), insulation inspection (if required) and a final building inspection. The
building department requires these inspections'before the work is concealed, failure to
secu inspections .can result in failure to obtain a certificate of occupancy
until the work can be inspected.
If the homeowner hires other trades to perform work (electrical, plumbing & gas) the
homeowner will be responsible to make sure that the trades hired secure their proper
— --- - - - - -- permits in-conjunction . tothe.. buil .din&Permit..issued,_ and _that they get their required
inspections. Failure of the individual trades to secure the permits and inspections as
required can DELAY the project until such time as the proper permits and inspections are
made
I, understand the above.
(Home owner /resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit
issued to me.
Address of work
location
The Commonwealth of Massachusetts
Department of Industrial Accidents
= `'1= r Office of Investigations •
k ,....... 600 Washington Street
4 Boston, MA 02111
—,-, www.mass.gov /dia -
- Workers' Compensation Insurance Affidavit: Builders / Cont ractors /Electricians/PIumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): . � Pt7neS p iL-� �5
Address: P, 7rok 6 to
City /State/Zip: (J/ L7 ma , 0)00'3 Phone #: 319'
Are you an employer? Check the appropriate box: Type of project (required): `,-
1.kI am a e to Y er with 1 4. El I am a general contractor and I
6. New construction
employees 6nd/or part-time).* have hired the sub- contractors
2. El I am a sole proprietor or partner- listed on the attached sheet 7. 0 Remodeling
ship and have. no eiloyees These sub - contractors have 8. 0 Demolition
working for me in any capacity. employees and have workers'
b Yap tY 9. Building addition
[No workers' comp: i�,v,
compm 10. Electrical r airs or additions
required.] 5. 0 We are a corporation and its ep
3- 0 -1 am a- homeowner- doin -all work office r have it —1-1:Q Plumbing repairs or additions
myself [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required] t c. 152, §1(4), and we have no
employees. [No workers' 13.0 Other
comp. insurance requited)
*Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information.
t Homeowners who submit this affid indicating they are doing all work and then hire outside - contractors must submit a new affidavit indicating such. -
Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have
employees. If the sub - contractors have employees, they must provide their workers' comp. policy number.
I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: -
Policy # or Self -ins. Lic: #: ' Expiration Date: -
Job Site Address -2l 1gjRGH L9NC Cit /State/Zip:W!r ), +1. D/Dt,LG
Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date).
Failure to secure coverage as required under:Section"25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to 51,500.00 and/or one =year imprisonment; as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to $250 -00 a day against the violator: Ile advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby *ce ' under the pi and penalties of perjury: that the informationn provided above_is true arir correct ___ .
3 DQ 9
Signature: - -- f P • _ - - -- -_ Date, - —
Phone #: 71q-19S3
Official use only. Do not write ii this grin, to be completed by city or town official
_ _City or Town: Permit/L #__
Issuing Authority (circle one): V
I. Board of Health 2. Building Department 3. City/Town Clerk 4. E 5. Plumbing Inspector _ _
6. Other - - r
Contact Person: Phone #:
AR WCIP Liberty
ISSUING OFFICE 181 i ` Mutual,. Workers Compensation and
INFORMATION PAGE Employers Liability Policy
ACCOUNT NO. SUB ACCT NO. Liberty Mutual Insurance Group /Boston
1 - 371520 0000 LIBERTY MUTUAL FIRE INSURANCE CO 16586
POLICY NO. TD /CD SALES OFFICE CODE SALES CODE N/R 1ST
WC2 -31S- 371520 -019 XX X WESTON 102 REPRESENTATIVE 3000 1 YEAR
ASSIGNED 2009
Item 1. Name of JAMES D ROSS DBA JDR BUILDERS
Insured FEIN 06- 1559981
Address PO BOX 66
RISK ID 147592
WHATELY, MA 01093
Status 01 - INDIVIDUAL
Other workplaces not shown above: SEE ITEM 4
Mo. Day Year Mo. Day Year
Item 2. Policy Period: From 01 -29 -2009 to 01 -29 -2010
12:01 AM standard time at the address of the insured as stated herein.
Item 3. Coverage
A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed
here:
MA
B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our
liability under Part Two are:
Bodily Injury by Accident 100,000 each accident
Bodily Injury by Disease 500,000 policy limit
Bodily Injury by Disease 100,000 each employee
C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here:
SEE END WC 20 03 06A
D. This policy includes these endorsements and schedules: SEE EXTENSION OF INFORMATION PAGE
Item 4. Premium - The premium for this policy will be determined by our Manuals of Rules Classifications Rates and Rating Plans.
All information required below is subject to verification and change by audit.
Premium Basis Rates
LINE 110
Per $100 Estimated
Code Estimated of RE- Annual
Classifications No. Total Annual Premiums muneration Premiums
SEE EXTENSION OF INFORMATION PAGE
Minimum Premium $ 500 ( MA ) Total Estimated Annual Premium $ 3,462
Interim adjustment of premium shall be made: ANNUAL
This policy, including all endorsements issued therewith, is hereby countersigned by
Authorized Representative Date 02 - -09
Loc. Code Term. Oper. Audit Basis Periodic Payment Rating Basis Pol. H.G. Home State Dividend
02 -26 -09 NR MA NEW
GPO 4030 R1 Copyright 1987 National Council on Compensation Insurance wC o0 00 01 A
Insured Copy
7
SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder : .J A'iiy )45
License Number
Taoox 4 Nb,hiea /nA, e11)&
Addres Expiration Date
l l 37q 7933
Sign re Telephone
9.: Registered. Home' knOioxidiriefitS0iitrittor2.1 Not Applicable ❑
11R �v��� Q-S 13v39$7
Company Name Registration Number
R . iCAC bt w thrray int bio9 3 3-.2 -az> 6
Address Expiration Date
Telephone p. `S D
SECTION 10 WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes No ❑
ItaRtirtiltinOcrniinM
The_current_exemption for "homeowners " was extended to include Owner Dwellings of one (1) or two(2) families
and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts
as supervisor. CMR 780, Sixth Edition Section 108.3.5.1.
Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there
is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm
structures. A person who constructs more than one home in a two - year period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon
completion of the work for which this permit is issued.
Also be advised that with reference'to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of
`' o ampton • r • in : ces; Sree `' : - .
s General- Laws-Annotated.
Homeowner Signature
P. ,
a
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ❑ Addition [a Replacement Windows Alteration(s) ❑ Roofing E
Or Doors El
Accessory Bldg. ❑ Demolition ❑ New Signs [tom] Decks [C] Siding [0] Other [0]
Brief Description of Proposed EUm�Wil-TA
Work: `:WILD NEB) rnAsTvg. £.I,izeon1 i tIRCOI bttER- e)cts MA14, 2 cAR 604966 (I) 3-t. 0-DO M
Alteration of existing bedroom X Yes No Adding new bedroom X Yes No Pa /J57
Attached Narrative Renovating unfinished basement Yes No OF 'kb RaDr1
Plans Attached Roll - Sheet
sa : If.New house andf or additioatvto 6E4E1-n hq1.1S rkt,- complete if a fiillo iinq:
a. Use of building : One Family A Two Family Other
r] a _ A) jiii 1 t NALfoo
b. Number of rooms in each family unit: II Number of Bathrooms
c. Is there a garage attached? 465
r
d. Proposed Square footage of new construction. 40 Dimensions '2,'' X 2 q
e. Number of stories? Nft,) - 1- 0) a 4- A-5 A- 2nd cLOOvL 0J1 tic.iST)o(c 6A-QA6E
f. Method of heating? �� WfrTE' - /6 # C
Fireplaces or Woodstoves ( Number of each / A) G €
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes x No
j. Depth of basement or cellar floor below finished grade Wft t_4 UO i R::.K s A i b E5125 1
5PO
k. Will building conform to the Building and Zoning regulations? x Yes No .
I. Septic Tank X City Sewer Private well City water Supply
SECTION 7a OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I
v
I, L �,E� K0 - C-. 4 , as Owner of the subject
property n _^
hereby authorize L� S 1 A PGtaI(...A
to
- = my behalf, in all - afters relative to work authorized by this building permit application.
) I � r c i 1 1 5 - ) 09
Sig ature of Owner Date
I, 07;0M 'I. Ro 5 , as Owner /Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Print Name'
3 i---2 _ q iS 20 07_ _ ___ _
Signature of 0 er/Agent Date
,
,
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size �, I CEff _�. 6 , 5 .
Frontage ����' __....._._.. r_ .. m_,. __._.__ L____„ __ ._ _,...
Setbacks Front 3
Side — R:! L:1.12 M R:
l
Rear r 3c7
Building Height ' { 1tol . . -- j�bJ RL t'v —1 t1 s� I" n1 t
�
Bldg. Square Footage
Open Space Footage "�
(Lot area minus bldg &paved t 571 71C v T`f (' ----.--
parking) � /CJ
# of Parking Spaces -' 4-
Fill: � f I 0 I
(volume & Location) _--- ,- •- ---- -. 1
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO (SD DONT KNOW 0 YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO ID DONT KNOW 0 YES 0
IF YES: enter Book 1 Pa and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO `X) DONT KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained 0 , Date Issued.
C. Do any signs exist on the property? YES (3 NO •:
IF YES, describe -size, type -and- location:
D: re tfier"e any proposed Changes to or`additlons o signs inter ed t property ? YES 0 NO
IF YES, describe size, type and location:
E. Will the construction activity disturb (clearing, grading, xcavation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO
IF YES, then a Northampton Storm Water - Management Permit from the DPW is required.
s
n I jE� t f� D
City of Northampton S i o �,Peirni n
� , , Department G arb � ew ermrt ., r ,
-- 212 Main Street Seg a 1 6�'rt i� a ���� 1
n
X03 Room 100 1mva vu
1 } Northamptoi, MA 01060 r 4 : :, e ��u s� � �tt ° 3
S h e phone 413-587 -1241 Fax 413 - 587 -1272 P.to tt ns � ; e � r
11
,ate, = + . -,,,,,,7,
APPL TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION l'-' SITE INFORMATION
1.1 Property Address:
This section to be completed by office
, gl(.CH LAAJF Map Lot Unit
Zone ' Overlay District
' Elm°St'District CB District
SECTION 2 PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
PRA/ 1 - - -It. ft-mm 1. .eN , ) ___ -- -- -
Name (Print) � C�uy, res��
Telephone
Signature
2.2 Authorized Agent:
5 `1)d Pp 5 5 Po '3bx
Nam (Print) Current Mailing Address:
�.� �13- 3''7 -94 t C L3
Signat re Telephone
SECTION 3 - :ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building 4 9 cy,b (a) Building Permit Fee
2. Electrical 3 0/0(.0 (b) Estimated Total Cost of
Construction from (6)
3. Plumbing 4 Cti c%' Building Permit Fee
4. Mechanical (HVAC) 3 f '1b
5. Fire Protection I a� / 31 0
5 Total (1 +2+3 +4 +5) q( Check Number ( 6 /Veil
This Section For Of icial Use Only
Date
Building Permit Number. Issued:
Signature:
- BuHding Commissionerllnspector of Buildings °" - Date
File # BP- 2010 -0293
APPLICANT /CONTACT PERSON JDR BUILDERS
ADDRESS /PHONE P 0 BOX 66 WHATELY (413) 665 -7587
PROPERTY LOCATION 21 BIRCH LN
MAP 36 PARCEL 211 001 ZONE SR(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid 341 f
Typeof Construction: CONSTRUCT 2ND STORY ADDITION ABOVE GARAGE ( MSTR
BEDRM /BATHROOM) CONVERT BEDROOM TO OFFICE
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 074105
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO ATION PRESENTED:
Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER: § .)
Intermediate Project: Site Plan AND /OR Special Permit With Site Plan
Major Project: Site Plan AND /OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
Signature of Building Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health, Conservation Commission, Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning & Development for more information.
21 BIRCH LN BP- 2010 -0293
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 36 - 211 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: BUILDING PERMIT
Permit # BP- 2010 -0293
Project # JS- 2010 - 000381
Est. Cost: $60846.00
Fee: $144.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: JDR BUILDERS 074105
Lot Size(sq. ft.): 77972.40 Owner: LENKOWSKI PAUL & ANN
Zoning: SR(100)/ Applicant: JDR BUILDERS
AT: 21 BIRCH LN
Applicant Address: Phone: Insurance:
P O BOX 66 (413) 665 -7587
W HATELYMA01093 -0066 ISSUED ON:9/23/2009 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2ND STORY ADDITION ABOVE
GARAGE ( MSTR BEDRM /BATHROOM) CONVERT BEDROOM TO OFFICE
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: ervice: Meter:
Footings:
Rough: f 1-u House # Foundation:
/ f Driveway Final:
Final: /— ( �` ` / - /3 -) 0
�t P Vti, Rough Frame:
VA / j 10 ' 0 7 - v,
Gas: Fire Department Fireplace /Chimney: l
Rough: Oil: Insulation: or / ! '° ' ';' ,.
Final: Smoke: Final: OK 1 101 1° 1° tfrfA l f
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupanc signature:
FeeType: Date aid: Amount:
Building 9/23/2009 0:00:00 $144.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo