17A-209 119 NORTH MAPLE ST BP- 2011 -0641
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 17A - 209 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: renovation BUILDING PER IIT
Permit BP- 2011 -0641
Project # JS- 2011- 001041
Est. Cost: $97427.00
Fee: $588.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: WRIGHT BUILDERS 068185
Lot Size(sq. ft.): 44431 .20 Owner: DOHERTY JOHN C TRUSTEE OF THE DOHERTY NORTH MAPLE TRUST
Zoning: URA(17)/URB(83)/ Applicant: WRIGHT BUILDERS
AT: 119 NORTH MAPLE ST
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 (116) Workers
Compensation
NORTHAMPTONMA01060 ISSUED ON:2/14/2011 0:00:00
TO PERFORM THE FOLLOWING WORK: RENOVATE INTERIOR
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:
Rough: Rough: House # Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace /Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 2/14/2011 0:00:00 $588.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner
� r 4C--_ r rj i r43 �1
File # BP- 2011 -0641 5 0 -- O ' , ( CO
APPLICANT /CONTACT PERSON WRIGHT BUILDERS 7
ADDRESS/PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116)
PROPERTY LOCATION 119 NORTH MAPLE ST
MAP 17A PARCEL 209 001 ZONE URA(17) /URB(83)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Buildin Permit F ille d out {�!�`
Fee Paid /p O 7
TTypeof Construction: RENOVATE INTERIOR , /V (.) t EC/IC-
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 068185
3 sets of Plans / Plot Plan
THE FO OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF 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 • f Buil Offi ' 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.
1
c.
Department use only
City of Northampton Status of Permit:
JAN 18 2011 Building Department Curb'Cut/Driveway Permit
212 Main Street Sewer /Septic Availability
Room 100 WaterANell Availability
Northampton, MA 01060 Two Sets of Structural Plans
phone 413 587 - 1240 Fax 413 587 - 1272 Plot/Site Plans,
Other Specify
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1.1 Property Address:
This section to be completed by office
111 ki, 1 A PL E 51--- Map Lot Unit
/ L l, ( C i L Zone Overlay District
Elm St. District CB District
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record: qq q
r Name (- int) / Do Current Are Telephone 1 ► 50 01'1.3
i g or -
2.2 • uthorized Agent:
lAict(fh 1 4A PI ici‘-)' Name (Pri ;'' Current Mai i
Address:
,. ill 5 sPXv eze '1-1-
" Telephone �
SECTION 3 - ESTIMATED CONSTRUCTION COSTS I cib' X ' 6 /it o D. W r tj Fe.
Item Estimated Cost (Dollars) to be Official Use Only
completed by ermit a licant
1. Building /a r / % I (a) Building Permit Fee
2. Electrical ° ` __ (b) Estimated Total Cost of
Construction from (6)
3. Plumbing Building Permit Fee
4. Mechanical (HVAC)
5. Fire Protection i4 �I�
6. Total= 1 +2 +3 +4 +5 ( /-4f— ( / 60
Total=( 1+2+3+4+5) Check Number
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissioner /Inspector of Buildings Date
4- +
Section 4. ZONING AU Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be tilled in by
Building Department
Lot Size .5 si /hJ 6414wz`-r U26 11000
Frontage l NU 6-14 - 4/6.6
Setbacks Front
Side L: R: L: _ � R:
Rear y `T '/i X-C) C
Building Height 35" 3 Cr No & 6
G-
Bldg. Square Footage of y % Y T
O
Open Space Footage 7
(Lot area minus bldg & paved � 07Y 90 f z F ? 67) % Al MN
parking) ,/
# of Parking Spaces /V 14 /(//q /"
Fill: Aifi Nr A/A
(volume & Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO Q DON'T KNOW 1► + " YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW Q YES Q
IF YES: enter Book Page and/or Document #
B. Does the site contain a brook, body of water or wetlands? NO Gil DON'T KNOW 0 YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Q Obtained Q , Date Issued:
C. Do any signs exist on the property? YES Q NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO
IF YES, describe size, type and location:
E. Will the construction activity disturb (clearing, grading, ex . vation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES Q NO a,
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ❑ Addition ❑ Replacemendows Alteration(s) Roofing r7
Or Doors
Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decki [} Siding [O] Other [O]
Brief Description of Proposed
P " C !l 4w_A_ S }Ae1.10p ScjofC
Work:
btT S41i.,
Alteration of existing bedroom : Yes No Adding new bedroom Yes ' Nov c r� i
Attached Narrative Renovating unfinished basement Yes \ No ('� i
Plans Attached Roll - Sheet jS (t X /n ' p ter
6a. If New house and or addition to existing housing, complete the following: I1 L ,` LV
. U/l f,'
1
a. Use of building : One Family Two Family Other I Y 4 a ,+�
b. Number of rooms in each family unit: Number of Bathrooms ' Ova NG •
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dime . •ns
e. Number of stories?
f. Method of heating? ireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of - lands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement • -liar floor below finished grade
k. Will buildi onform to the Building and Zoning regulations? Yes No .
I. Septic Tank City Sewer Private well City water Supply
6
SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, c IC I)0 , as Owner )f the subject
property -�-'
hereby authorize \`; 441e- I L I 1 '3 u I t, ()F
to act on my behalf, in all m ters relative to rk authorized by (his building permit application.
. � l• /0 If
�i. o ner ` ate
J C - , as Owne Authorized
Agen ereby declare that the statements and information on the foregoing application are true and accurate, to the best of my` <nT 6 T Ige
ief.
Signed under the pains and penalties of perjury.
At •k
Print Name
04/ Sig t caner /Agent
■
SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
(� 11 1 �/ ( / 1, r ,
Name of License Holder : W V 1 V f- �J 0IIP 1� S 1 k[ � �C K-T� `°� I
License Number
4 c gi ) SI — E3 5 f roll rlivA di ()D Lillilliz-
Address ( Expiration bate
(i-ii)c (.2 Signature Telep ne
9. Registered Home Improvement Contractor , Applicable ❑
OQ.1b H fT' � i LV[" F. , .
JC _... f f /(- I s
Company Name Registratio Number
i e) 3 /\Tt s 5 Afov-ri O MQ lOd "M A- 016(10 (, 2(e /I 2-
Address ll// //� 77 Expiratio Date
`1l / Telephone CD& evV�� r i
- ' b'.
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 ❑
11. - Home Owner Exemption
The current exemption for "homeowners" was extended to include Owner - occupied DwellinEs 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
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
/ x _ 9-67
February 14, 2011
Wright Builders, Inc.
48 Bates Street
Northampton, MA 01060
Subject Property:
119 North Maple Street
Florence, MA 01062
Mr. Pichette
The plans for the Doherty project dated 2 -09 -11 have been approved as noted;
1. Structure conforms to 780 CMR 7 addition 1 and 2 family with 2009 IECC prescriptive
requirements or RES Check 4.4.1 and mandatory requirements.
2. Smoke and CO detectors per code and plan.
3. A continuous air barrier is required behind tubs, spas, showers, fire places and electric boxes on
exterior walls! Watch out or the tub comes out.
4. Energy information and equipment must be posted on the electric panel upon completion.
5. Each unit shall have a heat detector within the unit connected to a smoke detector in the stair
hall.
6. LVL shall have a minimum of 1 %2 bearing per manufacturers requirements.
7. 5/8" drywall shall be installed over the disappearing stair cover panel.
8. Shear panels or an equivalent system shall be installed in the garage.
Charles Miller
Assistant Commissioner of Buildings
/
Wright Builders, Inc. L 1 JrTh O n RA[af_11_ 1
48 Bates Street
Northampton, Ma 01060 Date 2/9/2011 Job No. 10 -157
Attention:
(413) 586 -8287 - 20; Re: Doherty Residence
Fax (413) 587 -9276 119 North Maple Street
Florence, MA
To: Chuck Miller
Assistant Bldg Commissioner
Northampton Bldg Dept
We are Sending You ■ Attached I" Under Separate Cover via
The Following Items:
Shop Drawings iv Prints I Plans Samples Specifications
Copy of Letter I Change Order
Copies Date No. Description
1 2/89/11 Revised Al 1st Fir Plan and S1 Basement Plan
to replace plans originally submitted with permit application
1 2/8/11 Beam calcs for 3 LVL beams
These are Transmitted as checked below:
v For approval °- Approved as submitted"` Resubmit _copies for approval
For your use Approved as noted I Submit copies for distribution
As Requested Returned for corrections r Return corrected prints
For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
Remarks
Copy to File
Signed: Linda Gaudreau
Doherty 2- 8-11
• KeyBea Northampton Ma. 9:57am
loft
KeyBeam*, 4.506a
kmBeamEngine 4.508e
Materials Database 1242
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total 1.250" max. LL
Live Load: 40 PLF Deck Conn? or1 Nailed Member Weight: 14.0 PLF
Filenamo
Other Loads ` v t7
Type f! Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Point (LBS) 6' 6.00" 390 1170 Live
Replacement Uniform (PSF) 0' 0.00" 12' 6.00" 0' 8.00" 10 30 Live
Additional Uniform (PLF) 0' 0.00" 12' 6.00" 120 0 Live
IT in
12 6 0
0
12 6 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 3.500" 1.500" 1717# --
2 12' 0.750" Wall 3.500" 1.500" 1781# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live
1 1035# 681#
2 1051# 730#
Design spans
12' 0.750"
Product: 1 3/4x9 1/2 Versa -Lam 2.0 -3100 SP 3 ply
Component Member Design has Passed Design Checks.**
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7613.'# 21774.'# 34% 6.28' Total load D +L
Shear 1654.# 9476.# 17% 11.46' Total load D +L
Max. Reaction 1781.# 13781.# 12% 12.06' Total load D +L
TL Deflection 0.2331" 0.6031" L/621 6.03' Total load D +L
LL Deflection 0.1110" 0.4021" L/999+ 6.03' Total load L
Control: TL Deflection
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners
T .,Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
NINt�l ��t
"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.
i.
' Doherty 2- 8 -11
IKeyBea® ' . Northampton Ma. 9:42am
1 of 1
KeyBeam® 4.506a
kmBeamEngine 4.508e
Materials Database 1242
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total 1.250" max. LL
Live Load: 40 PLF Deck Connecti. Nailed Member Weight: 14.0 PLF
Filenam
Other Loads pJi'(
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 10' 0.00" 8' 0.00" 10 40 Live
Additional Uniform (PSF) 0' 0.00" 10' 0.00" 13' 0.00" 20 38 Snow
Additional Uniform (PLF) 0' 0.00" 10' 0.00" 80 0 Live
a. r 4 a x" r N w r 1c Z € a r f
:-" „.;z r'tWto t� w . tee. `S -s s a'.,.. a .w t .,
a
10 0 0
O 0
10 0 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.500" 5299# --
2 10' 1.750" Wall N/A 1.500" 5299# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Live Snow
1 2202# 1623# 2506#
2 2202# 1623# 2506#
Design spans
10' 1.750"
Product: 1 314x9 1/2 Versa -Lam 2.0 -3100 SP 3 ply
Component Member Design has Passed Design Checks. **
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 13440.'# 25040.'# 53% 5.07' Total load D +0.75(L +S)
Shear 4472.# 10898.# 41% 0.01' Total load D +0.75(L +S)
TL Deflection 0.3319" 0.5073" L/366 5.07' Total load D +0.75(L +S)
LL Deflection 0.1940" 0.3382" L/627 5.07' Total load 0.75(L +S)
Control: TL Deflection
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners
.�T - 1,1n,. Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
— 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.
Doherty 2- 8-11
KeyBe alllle ' ' Northampton Ma. 9:56am
Key Beane
KeyBeanV(L 4.506a
kmBeamEngine 4.508e
Materials Database 1242
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: None
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total 1.250" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 11.7 PLF
Filenam ° +, s ;
Other Loads
Type Trib. Dead Other
(Description) Begin End Width Start End Start End Category
Replacement Uniform (PSF) 0' 0.00" 16' 0.00" 3' 0.00" 17 38 Snow
r- ¢ �v�:.rg, . �: °" r t �� , . !" ir, " -'� c ,�. st 'r ., �.
16 0 0
16 0 0
Bearings and Reactions
Location Type Input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall N/A 1.500" 1426# --
2 16' 1.750" Wall N/A 1.500" 1426# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Dead Snow
1 506# 920#
2 506# 920#
Design spans
16' 1.750"
Product: 1 3/4x11 7/8 Versa -Lam 2.0 -3100 SP 2 ply
Component Member Design has Passed Design Checks.**
Minimum 1.50" bearing required at bearing # 1
Minimum 1.50" bearing required at bearing # 2
Design assumes continuous lateral bracing along the top chord.
Design assumes no lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5758.'# 24466.'# 23% 8.07' Total load D +S
Shear 1252.# 9081.# 13% 0.01' Total load D +S
TL Deflection 0.2766" 0.8073" L /700 8.07' Total load D +S
LL Deflection 0.1784" 0.5382" L/999+ 8.07' Total load S
Control: TL Deflection
DOLs: Live = 100% Snow =115% Roof =125% Wind =160%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners
'"z4. c.. Copyright (C)1989 -2005 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED.
u.
'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.
Taft P
1. J tom` _-c V
ES
ORTH
•
December 21, 2010
Jack Doherty
217 Park Hill Road
Florence, MA 01062
RE: Kitchen and Bath Renovations to 119 North Maple Street
Dear Jack
Thank you for your confidence in Wright Builders and for the opportunity to work
together and be of assistance.
The Scope of the Project: The scope of the work is as outlined below.
Demo interior walls for the new kitchen, full bath and master bedroom and bath layout
per plan. Cut through exterior wall for access to a newly installed deck. Work to include
abatement of existing tile flooring (under allowance) Install beams for expanded floor
plan at first floor along with new columns in basement and beam and column at crawl
space.
Install vinyl replacement windows along with new Pella window at kitchen & exterior
and interior doors per plan along with new kitchen cabinets and counter tops, drywall
finishes, casing, tile flooring, blended wood flooring and interior painting. Work to
include replacement of two garage doors with one new and insulation and storage shelves
at basement.
t,
Masonry renal]. and tile flooring material is undcT: allowance.
All Plumbing HVAC Sr_ Electric work is by the owner.
p
$
Northampton Fire Dept.
Fees
Job: Single Family - Doherty Residence
119 North Maple St
Florence, Ma 01062
Floor Squ. Ft. x 0.04 Fee
Basement 1740 x 0.04 $69.60
1st Floor 1343 x 0.04 $53.72
Garage 514 x 0.04 $20.56
TOTAL: 3597 x 0.04 $143.88
Scope - Rennovation of a Single Family home, reconfiguration of kitchen, bath and
laundry room as well as combining rooms to create master suite with new bath. All
work to be done will include hardwired smoke & CO detectors per code.
Wright Builders dropped off a $144 check directly to Asst. Chief Duane Nichols
at NFD on 1/12/11.
cc: Louis Hasbrouck, Northampton Building Commissioner
Asst. Chief Duane Nichols
Prepared by Wright Builders, Inc. 1/11/2011
WRIGHT BUILDERS, INC. 0 3668 5
DATE INVOICE NO. JOB NO. COMMITMENT NO. AMOUNT DISCOUNT NET AMOUNT
•
• •
-11 01 -1! • 10 144. 00 144_On
CHECK DATE CHECK NO. TOTAL GROSS TOTAL DISCOUNT CHECK AMOUNT
-7-1
14& _00 144 00
WRIGHT BUILDERS, INC. FLORENCE SAVINGS BANK 0 3 6 6 8 5
FLORENCE, MA 01062
48 BATES STREET
53
NORTHAMPTON, MA 01060
413-586-8287
- ********************************On knridr4 - Forty-1677T- dollars and no conbs
DATE CHECK NO. CHECK AMOUNT
•laream 11, 2011 3t368n *$*""- _ 00
NOT VALID AFTER 90 DAYS
CITY nr NORTHAMPTON TWO SZNATURES REQUIRED, CHECKS OVER $0000.00
I - AUTHORIZED SIGNATURE
AUTHORIZED SIGNAT E
00 3668 50 1: 2 113 ? 6881: DL 2 5 00 5606o
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J!T PLAN
7p,tm NO P[YI[W pCOUIp(0 Una) EXISTING PROPOSED
I 1 UBA UPS
PRINCIPLE USE TWO FAMILY DWELLING
417f` 19,000 SI 78,!69 SC /1.74 AC NA IAOO BO' 94' NADAIN• 100' 43511 MA i YARD 11IBACK }0' 70'Y NA YIpO SCIBACN. I!' "'I MA YApO JCIRACM' 70' SIB'S MA BLDG. N[IONI. S!' 7T MA � SOVApE [OOIAOt Sul !r ♦ 177 (DI'CK) . 7505 Sr nou! BuprACl sown rOOUCE IB57 sr (rAV[u[Nr) w SPACE SOUAN rU0TA0r 5l,07A 9i 57911 Sr [NT BIDO COY[NA01 N% A.A% Mi OP(N lPAtf COYCRAGE 50% Y01 90% B9%
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ENLARGED SITE PLAN
SCALE 1 -" -0-