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REVISED: supporting the contract bid of VHI,and
340 Riverside Drive, PO Box 60621, Northampton, MA 0 1 Ob2 HYMAN customer agrees that the elements of this plan shall
Office Phone 413.584.1522 Fax 413.585.0820 not be republished or presented in any form
22 ARLINGTON 5T for the purpose of enabling or supporting the work of
Find usonthewebat: uALw.ValleyHomeImprovement.com competing project contractors the
DATE: 10/2'7/201 S".np.rf, ,cum " on p'd to,VHI.
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22 ARLINGTON 5T for the purpose of enabling or supporting the work of
DATE: 10/21/201 Find us on the web at: uuw.valleyHomelmprovement.com competing project contractors without the
NORTHAMPTON MA ermission of,and compensation paid to,VHL
39. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks
are engineered for post attachment supporting a railing. Lateral attachment is required for each deck
per section 502.2.2.3.
40. Smoke and CO detectors as required. 780 CMR R314 and R315.
a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to
a finished floor above.
b. CO within 10'of bedroom doors,at each level,for every 1500 sqft, (plumbing code in the
mechanical room) Except if there are no fossil burning fuels.
c. Heat detector in attached garage, and other large unfinished unconditioned spaces.
41. Closets beneath stair which have doors must be drywalled with%". 780 CMR R302.7
42. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of
ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in
an accessible place. It must be insulated equal to surrounding,gasketed, and secured in place.
43. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30"to combustibles.
Relevant items must be submitted to the building department for approvals before inspections and or
Certificates of Occupancy can be issued.
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(a-northamptonma.gov
zChuciiller or ur co perati non these matters.
City of Northampton
Assistant Commissioner and Zoning Enforcement
24. Floor joist systems that are not equal to 1%" nominal dimension must be covered with%:" drywall or
5/8" wood structural panel or equivalent with some exceptions. 780 CMR R501.3
25. 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, or holes
in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole.
Notches are different.
26. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition
requires a 16 GA 1 %" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR
R602.6.1
27. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen,
and require 3' clearance from windows. 780 CMR M1502.3
28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780
CMR M1502.4.3
29. Dryer duct maximum equivalent length is 25' less 5' per 901 elbow or per manufacturer's specs. 780
CMR M1502.4.4.1, no screwed connections.
30. Dryer ducts when concealed must have a permanent label or tag within 6' of the duct connection 780
CMR M1502.4.5
31. Markup air is required for any exhaust hood over 400 CFM. 780 CMR M1503.4
32. 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 and airtight doors. 2009 IECC
402.4.3
33. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and
bottom (floor) plates,soffits, and every 10' within enclosed cavities. 780 CMR R302.
34. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316.
35. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have%2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6
36. 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. A signed copy of the Thermal Bypass Checklist.
d. Energy information including mechanical equipment posted on the electric panel.
e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Windows and the Thermal Bypass Checklist. Duct blast testing when practicable.
f. All band joist insulation must be enclosed within an air tight cavity,which you must create.
37. 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.
38. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties
and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common
are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is
required with a load path to the foundation.
11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR
R802.3.1
12. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
14. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I-joist and or Floor Truss
c. Roof truss
15. All I-Joist need to be protected from fire with %drywall or 5/8 wood structural panel. (R501.3)
16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall
method being used. 780 CMR 602.10.
a. Garage corners and large corner window/door layout may require special solutions.
b. All corners must be appropriately attached to the foundation.
c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3"
respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full
headed with the temper and shank sizing meeting the strict code requirement.
17. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep
perforate the sheathing weakening it and contribute to building damage in high wind events.
18. 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
19. 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
20. 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
21. 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 clear 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 minimum 36", maximum step 7 3/" from
the top of the threshold and only in-swinging doors. 780 CMR R311.3
22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9",
maximum riser 8 X", 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. Rails
must be continuous and returned to the wall if not to newel post. 780 CMR R311.7.
23. 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.
City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building �ssk
Northampton, MA 01060
INSPECTOR
Valley Home Improvement October 30, 2014
PO Box 60627
Florence, MA 01062
Subject Location: 22 Arlington Street
Map Block: 24C-159
Mr.Shifflett,
Your building permit application and plans dated 10-27-14 have been tentatively approved.The addition and
deck may proceed the kitchen remodel and related work is pending engineering on structural issue to be
resolved and documented after kitchen demo. All work must meet all applicable codes whether noted or not
included within this memo.
Please follow up on the following items:
These items will need to be accomplished as the project moves forward and before rough inspections;
1. Copy of final plans in electronic format.
2. Stamped engineering for all non prescriptive materials and or systems.
3. The footing under the lally column that holds under the floor system must be 2 SQFT minimum.
4. The piers for the front porch must be a minimum of 16".
5. The windows at the front door and the basement door need to be tempered unless they are 24"
away from the door.
Note:July 1 begins enforcement of the 2012 IECC with MA amendments and fire protection for non-
dimensional lumber floor system frames,the new Stretch Code is pending.
As of August 4th 2011 the 8th 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 intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes.
Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one
must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs .
The current relevant building codes are:
2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments.
1. Structures shall conform to 780 CMR 8th 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. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR
R406.2 of amendments.
6. Foundation anchor bolts must be %2" and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
7. CIVIL) foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions.
8. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1
9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust
only systems), or treating the space with supply and return. See 780 CMR R408
City of Northampton Mail- Hyman permit https://mail.google.corn/mail/u/0/?ui=2&ik=3921lafc3d&view=pt&se...
G 4 _ Charles Miller<cmiller @northamptonma.gov>
Hyman permit
1 message
Nelson Shifflett<nelson @valleyhomeimprovement.com> Wed,Oct 29,2014 at 3:03 PM
To:Charles Miller<cmiller @northamptonma.gov>
Cc:Stephen Gross<stepheng @valleyhomeimprovement.com>
Hello Chuck
This is to confirm that you'll will issue the permit on the Hyman project with the understanding that
before any structural work takes place on the 6' x 3' addition on the northeast corner of the house,
we will provide you with an engineered plan for the work necessary to carry the load of the 2nd story
above. As soon as we're able to begin demolition in that area to determine the best method to
accomplish this, I'll give you a call in case you'd like to take a look.
Thank you.
Nelson Shiftlett
Valley Home Improvement, Inc.
340 Riverside Dr. P.O. Box 60627
Northampton, Ma. 01062
413-584-7522 Fax. 413-585-0820
nelson@valleyhomeimprovement.com
Referrals are greatly appreciated!
Confidentiality/Privilege Notice:This transmission,including attachments,is intended solely for the use of the designated redpients(s).This transmission may contain information that is confidential and/or
privileged or otherwise protected from disclosure.The use or disclosure of the information contained in this transmission for any purpose other than that intended by its transmittal is strictly pro hibited.If you
are not an intended recipient of this transmission,please immediately destroy all copies received and notify the sender.
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Materials Database 1489
Member Data
Description: Member Type: Beam Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: 0.00
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total
Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 21.0 PLF
Filename: H man.KYB
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Replacement Uniform(PSF) Top 0' 0.00" 16' 0.00" 9' 0.00" 30 15 Live
Additional Uniform(PLF) Top 0' 0.00" 16' 0.00" 0 80 Live
Replacement Uniform(PSF) Top 0' 0.00" 16' 0.00" 9' 0.00" 10 10 Live
Additional Uniform(PSF) Top 0' 0.00" 16' 0.00" 9' 0.00" 40 20 Snow
Point(LBS) Top 5' 9.75" 2880 0 Snow
Pant(LBS) Top 5' 9.75" 0 1440 Live
nt loads from ridge
16 0 0
16 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel WA 2.726" 10732#
2 16' 0.000" Wall Steel N/A 2.478" 9757# --
Maximum Load Case Reactions
Used for applying point loads(or line loads)to carrying members
Live Snow Dead
1 2906# 4736# 5000#
2 2906# 39561E 4610#
Design spans
16 1.750"
Product: 2.0 RigidLam LVL 1-3/4 x 16 3 ply PASSES DESIGN CHECKS
Connect members with 3 rows of 16d common nails at 12.0"oc
NOTE:Nails must be applied from both sides
Minimum 2.73"bearing required at bearing#1
Minimum 2.48"bearing required at bearing#2
Design assumes continuous lateral bracing along the top chord.
Design assumes maximum unbraced length of 0.00'along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 45434.# 66764.'# 68% 6.39 Total Load D+0.75(L+S)
Shear 93374 18676.# 49% -0.06' Total Load D+0.75(L+S)
TL Deflection 0.5832" 0.8073" U332 8' Total Load D+0.75(L+S)
LL Deflection 0.3125" 0.5382" U619 8' 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%
All product names are trademarks of their respective owners
Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED.
"Pasefng is defined as when the member,floorjoi�,beam or glydeS�rovm on mis drawing meets appllceble d n criteria fw Loads Loading Conditions,and Spans listed on this sheet.The
tlesi n mull be reviewed b a uallfletl dell ner or deli n rofessional es uiretl fore mval.This des n assumes induct installatlon acconiin to the manufacturers eci6cations
,. The Commonweafth oflUmsacraaasefls
De
600 Washington Street
Boston,M4 02111
www.mass.gor/dia
Workers' Compensation Insurance Affidavit: PauDders/Countractors/Electricians/Pluunnhers
Applicant Information Please Print LegublV
Name(Business/Organization/Individual): �-
Address: J 16V' l:1 t c )le-
61)6'60.1
Phone#: 2—
Are you an employer?Check the appropriate box: Type of project(required):
1. X I am a employer with ) 4. � I am a general contractor and I
6. []New construction
employees(full and/or part-time). have hired the sub-contractors
listed on the attached sheet. 7. E]Remodeling
2.❑ I am a sole proprietor or partner-
ship and have no employees These sub-contractors have g, E]Demolition
working or me in an capacity. employees and have workers'
g y p tY• $ 9. E]Building addition
[No workers' comp.insurance comp.insurance.
required.] 5. We are a corporation and its 10.❑Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.❑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.❑Other
comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit 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 nay employees. Below is the policy and job site
information.
Insurance Company Name: /AG/11t / // / "
Policy#or Self-ins.Lie.#: 1,:L
2 I j Lf Expiration Date: .7-// 1' Zo
Job Site Address: NAke t City/State/Zip:
Attach a copy of the workers'comnpemsation polncy declaration page(showing the poucy 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$1,500.00 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. Be 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 car* vain and e✓aaaltdes p%ej "dry that the information provided above is true and correct.
Signature: X/v , /� —��� '', Date: lc) k6 t�-
Phone --
Ofjaciai use only. Igo not write in this area,to be completed by city or town ofj7cdal
City or Town: Permit/License n
Issuing Authority(circle one):
1.Board of Eealth 2.Building Department 3. City/Town Clerk 4.Uectriml Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone r:
rtrfle"Ito—Pw'-�'c S a fe�-"�
&
;Cen
se, CSFA-060300
NELSON A S11IFFLET-1,'
It 14 Shelburn Fads
COnway MA ID1341
war
X p,I r a t 0?,
09/2212016
b W
Z i 'sirs and BLISiness Regulation
Oflice ot'Consumer Afft
v
- Suite 5 170
10 Park Ptaza
Boston. Massachusetts 02116
1 Ionic Improvement Contractor Registration
Z711
Reqistration, 105543
Type, Private Corporation
Expiration: 711712016 Tr# 254029
VALLEY HOME IMPROVEMENT INC,
STEVEN SILVERMAN
P.O. Box 60627
FLORENCE, MA 01062
I'pilateAddressand return card.Clark reason for Aran e.
Address Renewal Emplo%ment Lost Card
'e only
Offirr of & Bu+invis Re,--alation License or registration valid for individul u%
before the expirmion date. If found return lip.
HOME IMPROVEMENT CONTRACTOR
Registration: 105 Type: Office of Consumer Affairs and Business Re„elation
543
10 park Plata-Suite 5171)
1"R -orr I
Expiravofv 7,11,712016 Private Vorafion
Boston,NIA 02 2116
VALLEY HOME iMPROVEWN-1 INC
z:/
STEVEN SILVERN!AN
'140 RrversideOr
N'"hampton,MA 011060 1 aderwcretary Not falid without Ognature
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: \\__ -1 l Not Applicable ❑
Name of Licensee H�o�l�de�r: �°���rl sw" ��T 10 G 0
VQkI'� tt( ru License Number
-C) 57 k)(Cn r �Ail O\O b2 91-22. 1 it
Address Expiration Date
L113-SS4-1 SZz_
Signature / Telephone
�"
9.Re istere Home Im rovement Contractor: Not Applicable ❑
a b, mac_ 10 ss�3
Comoanv a Registration Number
Address Expiration Date
J� Telephone 4t6fEa 4-1� 2Z
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....... PC No...... ❑
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied 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
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition Replacement Windows Alterations) EJ Roofing
Or Doors 0
Accessory Bldg. ❑ Demolition ❑ New Signs [❑] Decks [� Siding[❑] Other[El
Brief Description of Proposed -" / /
Work: C 0/�f('1/6/- 4, a&—Z(z ON1 AN/�/00-1 /�OV o,�,•iEAr t r weik zN
,
Alteration of existing bedroom Yes Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes _ iiQo s
Plans Attached Roll Shee
6a.If New house and or addition to existing housing, complete the following:
a. Use of building :One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms _
c. Is there a garage attached? ' "
J
d. Proposed Square footage of new construction. Dimensions IYXILY
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction W,I A.V—
1. Is construction within 100 ft,of wetlands? Yes c,IVo. Is construction within 100 yr. floodplain Yes No
j. 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_(� Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN —r
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
C'ni �TU corj c ,as Owner of the subject
property I
rr ff
hereby authorizew_e%on sh��k« Q,k1 AA k�pM.-TMFf0,3e-Oneyyk Z AL.
to act qp my behalf,in all matters relative to work autho ' ed by this building permit application.
Z ag��
Signature of Owner Date
I, l bcr\cJC tL r\ek� y t e 766,Prc�Z c�CC1C as Owner/Authorized
Agent hereby declare that the statements an nformation on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Ne15on S�(:•
Print Name
Signature of Owne gent 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
Frontage
Setbacks Front
Side L R: v L13'C R:��
Rear
Building Height �- �. Vic/� ,t,
Bldg. Square Footage /-j r % %�G
Open Space Footage _
(Lot area minus bldg&paved /(�L��
akin ) / J
#of Parking Spaces
Fill:
volume&Location
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW 0 YES
IF YES, date issued
IF YES: Was the permit recorded at the Registry of Deeds?
NO k DON'f KNO,* / YES Q
IF YES: enter Book /�11 Page. and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO (D//'DONT KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained 0 'Obtained 0 , Date Issued:
C. Do any signs exist on the property? YES 0 NO 0
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excav ion,or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
Department use only
City of Northampton Status of Permit:
QC� Building Department Curb Cut/Driveway Permit
t;ons 212 Main Street Sewer/Septic Availability,
t G r sojoeo Room 100 WaterMell Availability
Electri�P,1 zm�`
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: C_ This section to be completed by office
rw-xv Map Lot Unit
Zone Overlay District
Elm St.District CB District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record: `1
!x tya c s);)Cyx-w \\U m r-N
Name(Print) —�` Current Mailing Addr s: G
Telephone
ignature
2.2 Authorized Agent:
� A f ecti P.o.6c X0(0 �Ic' ok O(0
Name(Pri Current Mailing Address:
ignature Telephone
SECTION 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
,j o 0 Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5.Fire Protection
6. Total=(1 +2+3+4+5) / j 000 Check Number
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File# BP-2015-0433
APPLICANT/CONTACT PERSON VALLEY HOME IMPROVEMENT INC
ADDRESS/PHONE P O BOX 60627 FLORENCE (413)584-7522
PROPERTY LOCATION 22 ARLINGTON ST
MAP 24C PARCEL 159 001 ZONE URB(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
Typeof Construction: CONSTRUCT 14 X 18 FAMILY RM/MUDROOM ADDITION, 100 SF DECK& RENO
KITCHEN&BATH
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 060300
3 sets of Plans/Plot Plan
THE POLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
I RMATION 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
olition D lay
Sig re of Buildm fficial 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.
22 ARLINGTON ST BP-2015-0433
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 24C- 159 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: ADDITION BUILDING PERMIT
Permit# BP-2015-0433
Project# JS-2015-000783
Est. Cost: $115000.00
Fee: $690.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: VALLEY HOME IMPROVEMENT INC 060300
Lot Size(sq.ft.): 10890.00 Owner: HYMAN SHERRY B&ARTHUR
Zoning: URB(loO)/ Applicant: VALLEY HOME IMPROVEMENT INC
AT. 22 ARLINGTON ST
Applicant Address: Phone: Insurance:
P O BOX 60627 (413) 584-7522 Workers Compensation
FLORENCEMA01062 ISSUED ON.1013-112014 0:00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 14 X 18 FAMILY RM/MUDROOM
ADDITION, 100 SF DECK & RENO KITCHEN & BATH
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 10/31/2014 0:00:00 $690.00
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner