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54 FORT ST
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RIDGE DETAIL
SCALE = 1" TO 1'
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EXISITNG 2 x 4's AT 16" O.C. EXISITNG 2 x 4's AT 16" O.C.
NEW WINDOW & FIRE BLOCKING NEW WINDOW & FIRE BLOCKING
94 FORT ST
SIDE ELEVATIONS
SCALE = 1/4" TO 1'
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NIDT 4'%
PHASE ONE PLANS
KRISTEN BRANCH
413-320-9491
ge r/edVedi
27. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is
a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air
flow (convection) a vapor retarder or barrier is intended to stop molecular moisture transfer (diffusion).
A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has
to be absolute and complete. If air can leak through an electrical device or through a crack it follows the
path of least resistance and carries 99% of the moisture in a structure. This is evident every time one
exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through
the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements.
28. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
29. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note: ThruLoks
are engineered for post attachment supporting a railing.
30. Smoke and CO detectors as required. 780 CMR R314 and R315.
31. Closets beneath stair which have doors must be drywalled with %2 ". 780 CMR R302.7
Relevant items must be submitted to the building department for approvals before inspections and or CO can be
signed. Other items are intended to avoid costly issues at inspections.
Feel free to call if you have any questions. My telephone number is 587 -1240 and office hours are Monday
through Friday, 8:30 am to 4:30 pm, excepting we close for walk -ins at 12:00 noon on Wednesdays. My email
address is: cmiller northamptonma.gov
Thank you for your cooperation on these matt-,....
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
b. All corners must be appropriately attached to the foundation.
12. Ceiling heights minimum 7' for habitable spaces, 6'8" for bathrooms includes tub /shower area if a
shower head is used, 6'8" for basements, 6'4" at beams /ducts. 780 CMR R305.1. MA amended
13. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas,
bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 •
14. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4"
sphere rule. Order restrictors. 780 CMR R612.2
15. Egress and emergency escape requirements shall be strictly met.
a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310
b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20 "x41" exception 5 sqft
at 15t floor. Minimum dear opening 20 "x24" or 24 "x20 ". 780 CMR R310.1.1
c. Two doors remote as possible at the normal level of travel, opening measured from the face of
the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR
R311.2
d. Landing at each door 36" out and the width of the door, maximum step 7 %" from the top of the
threshold and only in- swinging doors. 780 CMR R311.3
16. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9 ",
maximum riser 8 maximum overall variance for the run is 3/8 ", 4" sphere rule on risers except where
the total rise is 30" or less 780 CMR R311.7.4.3 Exception, 4 3/8" on balustrade, 6" in the triangle.
Graspable rail 1 %" minimum and 2" maximum rail, height minimum 34" maximum 38 ", required for 4 or
more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. 780
CMR R311.7.
17. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than
30" above floor or grade within 36 ", 4" sphere rule. 780 CMR R312.1.
18. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR
R502.8 and R602.6. In bearing studs holes not larger than 40% of a stud no closer than 5/8 to the edge,
In interior non - bearing studs holes not larger than 60% of a stud no closer than 5/8 to the edge, in
bearing walls if more than 50% of a plate is cut or notched a 1 %z 16ga. strap must extend a minimum of
6" past the cut both directions and be nailed with 8 -10d per side, or holes in joist are a maximum 1/3
the depth not closer than 2" from the top or bottom. Notches — none in the middle 1/3 of the span of
the joist, depth of cut max 1 /6 of the depth of the joist, width of cut max 1/3 of the depth of joist!
19. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3
20. Dryer duct maximum equivalent length is 25' including the transition section or per manufacturer's
specs. 780 CMR M1502.4.4.1, no screwed connections.
21. Concealed dryer ducts are required to have a label within 6' of the dryer connection stating the
equivalent length and risk of fire. See CMR 780 M1502.4.5
22. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4
23. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work
maintaining 1" clearance for 5' from the duct outlet for all fireplaces
24. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302.
25. Ignition barriers in place before final. 780 CMR R316.
26. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC.
a. An initial HERS evaluation is required including insulation levels anticipated.
b. A final HERS evaluation confirming code requirements have been met including duct testing.
c. Energy information including mechanical equipment posted on the electric panel.
d. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Building Option Package.
City of Northampton
r * err.'
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�' p Massachusetts
7 , ' ' DEPARTMENT OF BUILDING INSPECTIONS ' J `
212 Main Street • Municipal Building
Northampton, MA 01060 ;ril. -r'D
INSPECTOR
Kristen Branch June 22, 2012
21 North Street
Hatfield, MA 01038
Subject Location /Project: 54 Fort Street Phase 1 and 2
Map Block: 38B - 216
Ms. Branch,
The building project for 54 Fort Street Phase 1 and 2 is approved per plans and notes.
The following items are code requirements which need to be addressed as part of this project:
1. Initial and final HERS rating reports are required.
2. Smoke detectors, COs, and heat detectors as required throughout.
3. Air barriers before tubs or showers go against exterior walls.
4. All point loads /load paths must continue to adequate foundation bearing points.
5. Ceiling joist, rafter ties, or a structural ridge is required.
6. Hazardous location must have tempered glass.
As of August 4 2011 the 8" Edition MA code is the 2009 IRC with MA amendments.
In the following are some generic requirements which seem to be problematic.
This is not a substitute for purchasing and reading the MA codes. 780CMR 2009 IRC with MA amendments.
1. Structures shall conform to 780 CMR 8 Edition 1 and 2 family building codes with MA amendments.
2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements.
3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I
soils (table R405.1)
4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1.
5. Foundation anchor bolts must be 1 /2" and be embedded a minimum of 7" into the concrete. 10" bolts
minimum! 780 CMR R403.1.6
6. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties,
must be in the lower 1/3 of the rafter, and may require up sizing of rafters and increased nailing.
Example with a 4" slope 8 -16nd common are required at each connection. 780 CMR R802.3.1. When
there is not one of these two a structural ridge is required with a load path to the foundation.
7. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3 780 CMR
R802.3.1
8. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
9. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
10. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I -joist and or Floor Truss
c. Roof truss
11. A braced wall plan identifying appropriate braced wall areas and braced wall method being used. 780
CMR 602.10.
a. Garage corners and large corner window /door layout may require special solutions.
d
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... 54 P I H PH ASE I T 1 H I R THREE
54 FORT ST
PHASE THREE
PHASE THREE CONSISTS OF THE FOLLOWING:
Plan Drawings to be created by an Architect
1. New driveway cut out
2. New Garage 20' x 20'
3. New Addition 20' x 51'
4. Installation inground pool and retaining walls
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: PHASE TWO
'
-
54 FORT ST
PHASE TWO
PHASE TWO CONSISTS OF THE FOLLOWING:
Plan Drawings to be created by an Architect
1. Relocate stairwell from basement to second floor.
2. Wrap around front porch
3. New foundation and structure of cathedral living space.
4. Finished basement below with 2 egresses, slider (marked 1), and stairwell.
5. New rear screened porch
6. Installation of half bath and full bath on second floor
7. Installation new kitchen
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PHASE ONE CONSISTS OF THE FOLLOWING:
1. Reinforce structure on existing farmhouse. See Elevations Drawings
2. Installation new windows and doors
3. Installation new siding and roof
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Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 10.4 PLF
Filename: Beam 2.KYB
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Additional Uniform (PLF) Top 0' 0.00" 10' 0.00" 125 0 Snow
Point (LBS) Top 5' 0.00" 1587 3913 Snow 'a
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Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel 3.500" 1.500" 3469# --
2 9' 6.750" Wall Steel 3.500" 1.500" 3469# --
Maximum Load Case Reactions
Used for appying point bads (orine beds)to carrying nenbers
Dead Live Snow
1 1513# 191# 1957#
2 1513# 191# 1957#
Design spans
9' 6.750"
Product: 2.0 RigidLam LVL 1-3/4 x 11 -7/8 2 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 14868.'# 22891.'# 64% 4.78' Total load D +S
Shear 3320.# 9081.# 36% 8.61' Total load D +S
Max. Reaction 3469.# 9188.# 37% 0' Total load D +S
TL Deflection 0.2061" 0.4781" L/556 4.78' Total load D +S
LL Deflection 0.1260" 0.3187" L/910 4.78' Total load S
Control: Positive Moment
DOLs: Live =100% Snow =115% Roof =125% Wind =160%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and altematioes
NI product narres are traderrerks of their respective owners
' ` , Copyright (C)1987 - 2012 by Keyrrerk Enterprises, LLC. ALL RIGHTS RESERVED
"Passing is defined as when the menber, fborpist, beam orgirder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans fisted on this sheet. The
design must be rev ewed ny a qualified desi9nerodesign professional as na9uired for approval. design assuma�roducl installation accord n9 to the rrenu(actwers specifications.
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Standard Load: Moisture Condition: Dry Building Code: IBC /IRC
Dead Load: 15 PLF Deflection Criteria: L/360 live, L/240 total
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 8.3 PLF
Filename: Beam 3.KYB
Other Loads
Type Trib. Dead Other
(Description) Side Begin End Width Start End Start End Category
Additional Uniform (PLF) Top 0' 0.00" 8' 0.00" 80 0 Live
Additional Uniform (PLF) Top 0' 0.00" 8' 0.00" 125 0 Snow
Point (LBS) Top 4' 0.00" 1550 2200 Live
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Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel 3.500" 1.500" 2890# --
2 7' 6.750" Wall Steel 3.500" 1.500" 2890# --
Ma)dmum Load Case Reactions
Used for appyi ng point bads (or f ne bads) to carrying rterrbers
Dead Live
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2 1638# 1251#
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Product: 2.0 RigidLam LVL 1 -3/4 x 9 -1/2 2 ply PASSES DESIU CKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 9008.'# 13100.'# 68% 3.78' Total load D +L
Shear 2677.# 6318.# 42% 0.01' Total load D +L
Max. Reaction 2890.# 9188.# 31% 0' Total load D +L
TL Deflection 0.1562" 0.3781" L/581 3.78' Total load D +L
LL Deflection 0.0743" 0.2521" L/999+ 3.78' Total load L
Control: Positive Moment
DOLs. Live =100% Snow =115% Roof =125% Wind =160%
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
NI product nacres are tradernerirs of their respective owner
s y �
� `� s . Copyright (C)1987 -2012 by Keyrredc Enterprises, LLC. ALL RIGHTS RESERVED
Pass g is d ned as w hen the rrer rber, fb orpist, beamorgirder: shown on this drawing meets applicable design cntena for Loads Loading Conditions, and Spans Ested on this sheet. The
design ne be reviewed by a qualified designer or design pro fessional as re9uired forappwval. This design assurres Product installation acc rrdin9 to the rtenufacturers specdroations.
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WRAP AROUND
PORCH
6' x 26'
OFFICE
12' x 12' KITCHEN
14'X10' SCREEN PORCH
20' x 16'
ENTRY HALL
0
CLOSET
WRAP AROUND /
PORCH / _
18' x 6' 1/2 BATH
3'x9'
STAIRCASE I
CATHEDRAL LIVING ROOM
18' x 28'
54 FORT ST
PHASE 1
FIRST FLOOR
J
BED 2
FULL BATH 11' x 28'
BED 1 6' X 12'
DECK
II 10' x 28' 20' x 16'
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CLOSET
STAIRCASE
CATHEDRAL LIVING ROOM
18' x 28'
54 FORT ST
PHASE 1
SECOND FLOOR
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Section 4, ODNING I All Intotrnation Mist Dx Completed. Permit Gnat BD Denied DA To Incomplete Intoirnation
Existing Proposed Required by Zoning
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A. Has a 4liecial Permit/ Variance,' Finding ever been issued for/on the site?
14) 0 DCNT KNOW ...,4 YEB 0
IF YES date isaled:
IF YES Was the permit recorded at the Pegistry of Deeds?
No C) Darr Kum C) YES C)
IF YES enter Book Page and/ or Document *
B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW oz YES 0
IF YES has a permit been or need to be obtained from the Conservation Oommission?
Needs to be obtained 0 Obtained
0 . Date Issued;
C. Do any signs exist on the property? YES 0 NO tilt
IF YES describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ? YES 0
IF YES, describe eze, type and location: '
E. Will the construction activity disturb (clearing, grading, exc:vation, or - filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO . 0
IF YES. then a Northampton Storm Water Management Permit From the DPW is required.
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SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable
Name of License Holder
License Number
Address Expiration Date
Sig nature Telephone
LESAtEttitallEMEADIS: 140t Applicable
Company Name Registration Number
Address Expiration Date
Telephone
SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6))
Workers Compensation Insurance affidavit must be oompleted 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._ 0
11 '" Horne Owner Exemption
The urrint exemption for "homeowners was extended to include Owner-occupied Dwellings of one (1) or two( 2) families
and to allow such homeownerr m 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 andt or farm
structures. A person who constructs more than one home in a two-vear period shall not be considered a homeowner.
Such "homeowner shall stibnite to the Building Official, on a form acceptable to the Building Official., that lieishe shall be
responsible for alt such work pefforrned under the huiltibto permit.
As acting Construction Supervisor your presence on the job site will he required from time to time, during and upon
conviction of the work for which this permit ts 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 mav he liable for persoinsi
you hire to perform work for you under this permit.
The undersigned - homeowner - cc 'fie. and assumes responsibility for compliance with the State Building Code. City of
Northampton Ordinances, State a I) al r Re, and State of Mass uscrta Liencral Laws Annotated.
Homeowner Signature (A41 k
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1 ( r _1 '
•
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House Addition Raplacernerindows Alterallon(s) 1 ] Rooting
Or Doors JJ
Accessory Bldg. 1 1 Demolition CAI New Signs [Cli Decks 10<1 Siding 01] Other (cI)
Brief Del o , mks us(
Work: K 114-cy (
. -Wye-- 0-r 1, Rev Lv, o • IA_ r,
tkicsa -
Alteration of existing bedroom Yes )( No Adding new bedroom Yes )( No
Attached Narrative Renovating unfinished basement X Yes No
Plans Attached Roll - Sheet
• :
a, Use of building : One Family X Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms (..)
c. Is there a garage attached? N
d. Proposed Square footage of new construction. g i z . /24) Dimensions ISK2e1 /0 /Z
e. Number of stories?
1. Method of heating? fIVA
4 Fireplaces or Woods -- Number of each --
g. Energy Conservation Compliance. y- es 6 (4)' Lasscheck _Energy Compliance form attached?
teirofied 0 /1/111 LPL
h. Type of construction 2 X6 P1A1 < - 12erlu v oyez w
i , is construction within 100 of wetlands? Yes No. Is construction within 100 yr. floodplain Yes p No
7 /
1 . Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? ) Yes No
I. Septic Tank City Sewer X Private well City water Supply
SECTION Ta - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1, , as Owner of the subjeci
property
hereby authorize
to act on my behalf. in all matters relative to work authonzed by this building permit application.
Signature of Owner Date
1, , as OwnertAuthorized
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 Narne
Signature of Owner/Agent Date
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City of Northampton
i NAY ,R n ?0, ! Building Department 04-tikOltP4Y0**10r,Mit''
i L 212 Main Street 0040 , t, V#P, A !"Of v
Room 100
Northampton, MA 01060
phone 413-587-1240 Fax 413-587-1272 riiir,0!#to.;:-;-:-.
1 APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1
This section to be completed twaffiee
1.1 Property Address:
---
Lot Unit
59 1- 57 zany: jra stastrict OverlsycpiEsstriDistotriei
'‘ 6 HAW HA Piod
SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner at Record:
D 'ANNIE ::BAN(--)A- 5 6 '1 Ga a
r‘iv . . . . to Current Mailing Address: S — 31 3 —717
....e......s.............. C . . Telephone
r gnature
22 Authorized Agent:
V J 5 etottvcfri 35 klew 6 S33i
Neale (Print't r k e -.. ) ,, Current Mailing Address:
40 — el-i3 3-zo - cl(//
Signe re (MP Telephone
SECTION 3 - ESTIMATED CONSTRUCTION COSTS I
Item Estimated Cost (Milers) to be Official Use Only
completed by perm* applicant
1. Building 6 O voc--) (a) Building Permit Fee
2. Electrical 6, 60 o (b) Estimated Total Cost of
Construction from (6)
3. Plumbing 6, Co() Building Permit Fee
4. Mechanical (HVAC) Z, 0 b 0
5. Fire Protection
6. Total=t1+2-r3+4+51 7'1 006 Check Number .3 $4164ei
This Section For Official Use Only
Bate
Building Permit Number: issued:
Signature:
Building Cortirnissioner)Inspector of Buildings Date
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0 V
File # BP- 2012 -1053 --// ` ' ,1
APPLICANT /CONTACT PERSON BRANCH DIANNE E 1
`
ADDRESS /PHONE 54 FORT ST NORTHAMPTON Q LG�'U ( \L-.. 4,
V ►
PROPERTY LOCATION 54 FORT ST 4, '"
MAP 38B PARCEL 216 001 ZONE URB(85) /SC(16)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out A' we/
Fee Paid 955 7"`/
Typeof Construction: RENOVATION ,WINDOWS,SIDING,ROOF,RELOCATE STAIRS Rtittgageg
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans / Plot Plan
THE F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF ATION P SENTED: J �Q
Approved /A ditional perm required (see below) (e( $
'/ J
PLANNING BOARD PERMIT REQUIRED UNDER:§ K
0 /
Intermediate Project: Site Plan AND /OR Special Permit With Site Plan iS
Major Project: Site Plan AND /OR Special Permit With Site Plan
,...E(
ZONING � BOARD PERMIT REQUIRED�INDEG: § 3'50 ) .5 JJ (� CA) (T �1 x �
�7nncc�� l'
Finding t/ Special Permit I
Variance* e--.'"' n
Received & Rec at Registry of Deeds Proof Enclosed Q/
Other Permits Required: eg
�
P Curb Cut from DPW Water Availability Sewer Availability
i2ji M .,- , 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
1 1' irZ--
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.
54 FORT ST BP- 2012 -1053
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 38B - 216 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 PERMIT
Permit # BP- 2012 -1053
Project # JS- 2012- 001817
Est. Cost: $74000.00
Fee: $444.70 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: Homeowner as Contractor
Lot Size(sq. ft.): 19602.00 Owner: BRANCH DIANNE E
Zoning: URB(85) /SC(16)/ Applicant: BRANCH DIANNE E
AT: 54 FORT ST
Applicant Address: Phone: Insurance:
54 FORT ST
NORTHAMPTONMA01060 ISSUED ON:6/25/2012 0:00:00
TO PERFORM THE FOLLOWING
WORK: RENOVATION ,WINDOWS,SIDING,ROOF,RELOCATE STAIRS
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 6/25/2012 0:00:00 $444.70
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner