38B-279 (2) //ifl
L\Ixo
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.
27. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
28. Deck ledgers and post must be appropriately attached, bolts or Zags. 780 CMR R502.2.2.1 Note: ThruLoks
are engineered for post attachment supporting a railing.
29. Smoke and CO detectors as required. 780 CMR R314 and R315.
30. 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(c�northamptonma.aov
Thank you for your coo • - ration n these ma rs.
Chuck Miller
City of Northampton
Assistant Commissioner and Zoning Enforcement
13. 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
14. 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 1 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 %" from
the top of the threshold and only in- swinging doors. 780 CMR R311.3
15. 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.
16. 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.
17. 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 %" 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 are different.
18. Dryer duct transition is limited to 8' of aluminum flex and must be exposed. 780 CMR M1502.4.3
19. 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.
20. 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 •
21. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4
22. 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
23. Fire and draft stopping shall be completed before rough inspection. 780 CMR R302.
24. Ignition barriers in place before final. 780 CMR R316.
25. 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.
26. 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
t0 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
City of Northampton
e " s
•. ti f
Massachusetts . .;
m- y DEPARTMENT OF BUILDING INSPECTIONS
E P
212 Main Street • Municipal Building
Northampton, MA 01060 4 a1. y 4 '
INSPECTOR
Wright Builders, Inc. May 10, 2012
48 Bates Street
Northampton, MA 01060
Subject Location: 37 — 39 Revell Avenue
Map Block: 38B -279
Mr. Harris,
The following items are code requirements which need to be addressed:
1. UL 1 hour fire rated system separating the units for any disturbed surfaces.
2. Engineering for any none prescriptive structural members.
3. R -10 basement insulation shall consist of a continuous type.
4. Stairway windows tempered.
5. Window restrictors as required.
6. Fastening schedule for attic cross ties and beam.
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.
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. 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.
6. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1 / 3rd 780 CMR
R802.3.1
7. Ridge boards must be the full depth of the cut. 780 CMR R802.3.
8. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and
number of jack studs required.
9. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I -joist and or Floor Truss
c. Roof truss
10. 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.
b. All corners must be appropriately attached to the foundation.
11. 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
12. 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
•
DER Pilot, Stevens - Northampton Second Application Review
• Water Control: Taped dimple mat applied directly over the existing concrete slab and terminated at the wall, a bead
of sealant provided at the joints of dimple mat and both layers of Thermax rigid foam insulation.
• Airflow Control: Taped dimple mat applied directly over the existing concrete slab and terminated at the wall, a bead
of sealant provided at the joints of dimple mat and both layers of Thermax rigid foam insulation.
• Thermal Control: A layer of 2" XPS rigid insulation with seams taped.
• Vapor Control: Taped dimple mat applied directly over the existing concrete slab and terminated at the wall, a bead
of sealant provided at the joints of dimple mat and both layers of Thermax rigid foam insulation.
BSC Comments: BSC would recommend that the cracks, penetrations as well as the perimeter of the existing basement slab
be sealed with urethane caulk. Seams of the dimple mat should be taped and any holes in the layer repaired prior to
installation of the rigid insulation at the floor. This will provide for an adequate vapor and air control layer and will address
surface water issues that may arise in the future.
BSC Recommendations:
BSC recommends the following modifications or clarifications to render the proposed basement slab retrofit assembly
technically sound and sufficiently robust. The applicant should confirm inclusion of these into the proposed plan:
• Seal cracks, penetrations as well as perimeter of the existing slab with urethane caulk.
5. Mechanical System Functions
The application and supporting materials indicate the following approaches for mechanical system functions:
• Heating: Fujitsu ductless mini -split air source heat pumps; one head per floor.
• Coolinq: Fujitsu ductless mini -split air source heat pumps; one head per floor.
• Ventilation: Venmar Kubix 44112 energy recovery ventilator (ERV); one unit in each apartment.
• Water heatinq: Existing electric water heaters, one for each apartment.
BSC Comments: The proposed heating and cooling equipment meets the performance targets of the DER program.
BSC would recommend that the applicant consider replacing the existing electric water heaters with electric heat pump water
heaters.
The proposed ventilation approach has been addressed in the Indoor Air Quality section of the document.
5
30 Fen* Sinai 5aanralM, MA 10t143 Fame $7$.6003100 Fax 07$.990.510$ wwwbuldkapsclaaaaaout 5
DER Pilot, Stevens - Northampton Second Application Review
• Airflow Control: Window openings are to be lined on all sides with housewrap; self- adhered membrane flashing
extends into the openings at sill, head and jambs; bead of sealant at interior perimeter of window frame.
• Thermal Control: Paradigm R -5 and R -6.25 triple - glazed units, Therma -Tru R -5 and R -7 entry doors.
BSC Comments: Overall, the strategy for the above -grade window installation is technically sound. BSC would like to
recommend modifications regarding the airflow and water control strategies to the proposed installation.
The pressure treated wood frame for the basement windows will be exposed to the outside. BSC would recommend
protecting the wood frame.
BSC Recommendations:
BSC recommends the following modifications or clarifications to render the proposed window installation technically sound
and sufficiently robust. The applicant should confirm inclusion of these into the proposed plan:
y Above -grade Windows: Tape or seal the housewrap layer to the window opening.
• Above -grade Windows: Locate the sealant at the interior perimeter of window frame (all four sides) between the
self- adhered membrane flashing and window unit.
➢ Above -grade Windows: Move the low expansion foam sealant to the interior edge of the window unit to ensure
water will be able to drain out in case the window unit fails.
Above -grade Windows: Extend the self- adhered membrane flashing at the sill, head and jambs to fully overlap the
wood frame set in the outer layer of the insulating sheathing. Sheathing tape should be added at the top edge of the
head membrane flashing.
Basement Windows: Protect the pressure treated wood frame with either liquid - applied or membrane flashing.
Basement Walls
Proposed Plan: The project proposes to insulate the brick foundation walls with one layer of 2" Thermax rigid foam insulation
(R -13) and one layer of 1" Thermax rigid foam insulation (R -6.5). Both layers would be staggered and taped. The top of the
rigid insulation will be staggered to allow for a visual confirmation of the spray foam air seal between the rigid foam insulation
and the foundation wall. The insulating sheathing will extend down to the dimple mat and both layers will be sealed to the
dimple mat. 3" of closed -cell spray foam insulation will be added to the sill area to achieve R -18. Strapping and gypsum
board will be installed to finish the assembly.
The strategies for the control layers described in the project plan include the following:
• Water Control: Thermax rigid foam insulation applied to the interior of the basement walls, drawings show the
insulation continuous to the dimple mat; ccSPF at the sill area.
• Airflow Control: Thermax rigid foam insulation applied to the interior of the basement walls, drawings show the
insulation continuous to the dimple mat; ccSPF at the sill area.
• Thermal Control: Thermax rigid foam insulation applied to the interior of the basement walls, drawings show the
insulation continuous to the dimple mat; ccSPF at the sill area.
• Vapor Control: Thermax rigid foam insulation applied to the interior of the basement walls, drawings show the
insulation continuous to the dimple mat; ccSPF at the sill area.
BSC Comments: The proposed approach meets the thermal performance targets set by the DER Pilot program. The
approach provides robust water, airflow, vapor and thermal control.
Basement Floor
Proposed Plan: The project proposes to retain the existing concrete slab and install a dimple mat directly over the slab. The
dimple mat will extend to the perimeter of the wall and will be sealed to the insulating sheathing on the walls. One layer of 2"
XPS rigid insulation will be added on top of the dimple mat with the seams taped. The assembly will be finished with
laminate flooring.
The applicant indicated the basement conditions are damp but no standing was ever observed. The soil underneath the
basement slab is made up of sand and provides good drainage at the site.
The plan includes provisions for a sump pump that will control any bulk water issues. Soil gases will be mitigated by
installing an upside down toilet bowl flange that will be bolted to the floor and sealed to the dimple mat. The flange will
connect to a 3" PVC pipe that will vent through the roof.
The strategies for the control layers described in the project plan include the following:
4
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DER Pilot, Stevens - Northampton Second Application Review
BSC Comments: The proposed approach meets the thermal performance targets set by the DER Pilot program. The
approach provides robust water, airflow, vapor and thermal control.
Walls
Proposed Plan: The plan is to install a layer of housewrap over the existing board sheathing and the new sheathing at the
upper portion of the wall. Two layers of 2" polyisocyanurate insulating sheathing (R -26) with joints staggered and taped will
then be installed with strapping to support the reverse board and batten siding. The board and batten siding will be primed
per manufacturer's recommendations. Strapping will be installed at the upper portion of the wall to provide a nail base for
the new overhangs. True 2x4 wall framing cavities will receive dense -pack cellulose insulation (R -15). The proposed
approach will achieve a nominal R -41 assembly.
The applicant indicated that the front porch will be detached from the house, the framing members replaced as needed and
the porch will be re- installed over the control layers of the wall assembly. The rear porches are in need of new posts and
railings and the porch will be rebuilt over the control layers of the wall assembly as well. The new ledgers will be installed
directly over the insulating sheathing. Membrane flashing will be installed over the ledger and hanger with sheathing tape
over the top edge of the membrane flashing and a cap patch over the membrane flashing, ledger and joists.
An insect screen will wrap the bottom of the insulating sheathing and the strapping. Bent aluminum flashing will be provided
at the bottom of the wall and attach to the bottom of the existing wall board sheathing. The flashing will slope away from the
foundation wall. A strip of membrane flashing with a sealant bead and tape over the top will be provided at the bottom of the
existing wall board sheathing and return to the foundation wall where it will be sealed. Sealant will also be provided at the
new fire blocking in the wall cavity as well as the bottom of the wall between the two layers of the insulating sheathing.
The strategies for the control layers described in the project plan include the following:
• Water Control: Polyisocyanurate insulating sheathing with the joints staggered and taped to be extended up to the
rigid insulation on the roof; a strip of ice and water membrane at the roof to extend down and over the wall
sheathing; drainage and ventilation gap behind cladding formed by vertical strapping.
• Airflow Control: Housewrap layer; a strip of membrane flashing with a bead of sealant and tape over the top will
return to the foundation wall where it will be sealed; bead of sealant at the bottom of the wall between the two layers
of insulating sheathing.
• Thermal Control: Two layers of polyisocyanurate insulating sheathing on the exterior and dense -pack cellulose
insulation in the framing cavities.
• Vapor Control: Sufficient thermal resistance provided to exterior of insulating sheathing to control condensation; a
strip of mineral wool in the first layer of insulating sheathing at the bottom of the wall.
• Critter Control: Insect screen to wrap the bottom of the insulating sheathing and strapping; bent aluminum flashing
at the bottom of the wall.
BSC Comments: The proposed strategy meets the thermal performance targets of the DER Pilot program.
The project plan demonstrates robust transition of the airflow control layer from the base of the frame wall to the foundation
wall by providing sealant in numerous locations. BSC would recommend that the strapping extend down past the insulation
sheathing so the drip edge of the bent aluminum flashing can be attached to the back of the strapping every couple of feet to
prevent any sagging in the future.
Windows and Doors
Proposed Plan: The project plans to replace the existing windows with flangeless Paradigm units. The windows to be
installed include: double hung units (R -5), casement units (R -5), fixed casement units (R -6.25) and awning units (R -5). The
exterior doors will be replaced with Therma -Tru low -e glass units (R -5) and Therma -Tru solid doors (R -7).
Application materials indicate that the new replacement windows will be installed "outie" style. The drawings included with
the second application materials illustrate the windows to be installed over a 2x4 wood frame set in the outer layer of
insulating sheathing.
The project plans to install the basement windows in a pressure- treated wood frame over a sill flashing. Thermax rigid foam
insulation will extend up the foundation wall and return into the window opening. A strip of Thermax insulation will be
installed at the head of the window and will be sealed with the ccSPF insulation.
The strategies for the control layers described in the project plan include the following:
• Water Control: Window openings flashed to the outer layer of insulating sheathing with self- adhered membrane
flashing; bead of sealant at exterior perimeter of window frame.
3
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DER Pilot, Stevens - Northampton Second Application Review
The following comments are offered regarding the project plan as described in the second application materials submitted to
National Grid for consideration in the Deep Energy Retrofit Pilot program.
1. General
Proposed Plan: The Stevens project is a comprehensive Deep Energy Retrofit (DER). The two - family home was built in
1900 and consists of a two - bedroom apartment on the first floor and a three - bedroom apartment that occupies the second
and third floors. The detached garage is located in the far back portion of the lot. The scope of the project includes removal
of the second floor screen porch, structural reinforcement at the front porch as well as the roof. The retrofit plan includes
upgrades to the thermal enclosure, replacement of the mechanical systems, replacement of the doors and windows as well
as an addition of the ventilation equipment.
BSC Comments: The general project strategies planned are technically sound. However, there are a small number of
specific aspects of the plan that present performance concerns. Recommendations to address these concerns and render
the approach acceptable are included below.
2. Combustion Safety
Proposed Plan: The existing heating system is to be replaced with new equipment. The new heating and cooling system will
be based on the high efficiency mini -split air source heat pumps. Domestic hot water will be provided by the existing electric
water heaters. All new cooking appliances will be electric. The existing chimney will be demolished.
BSC Comments: The applicant's plan adequately addresses risks of combustion products entering the living spaces.
3. Indoor Air Quality
Proposed Plan: Dilution (background) ventilation will be provided by a ducted energy recovery ventilator (ERV) system. The
Venmar Kubix 44112 (nominal 70 cfm) ERV will be provided in each apartment. The applicant indicated that source control
ventilation for the kitchen will be provided with the three -speed GE Over - the -Range Microwave Oven with the nominal
capacity of 300 cfm. The Broan bathroom exhaust fan with the capacity of 50 cfm will be installed in each bathroom. The
plan includes a provision for a soil gas vent as described in section Basement Floor.
The project proposes to supply ventilation air into the common spaces and exhaust the stale air from the bedrooms. The
ERV unit in the first floor apartment will operate at a rate of —17 cfm (low speed) for 30 minutes per hour and the ERV unit in
the second /third floor apartment will operate at a rate of —25cfm (high speed) for 30 minutes per hour. Doors will be
undercut to allow air flow throughout the apartments. ERV has the capacity to operate at higher rates if needed.
BSC Comments: The proposed approach meets the mechanical ventilation performance requirements set by the DER Pilot
program.
4. Enclosure Components
Roof
Proposed Plan: The existing roof will be rebuilt from the third floor up due to the damage to the structural wood members
caused by the nesting squirrels. The existing chimney will be removed. The new 2x10 rafters will be cut flush with the wall
framing and filled with dense -pack cellulose insulation. A layer of Zip System roof sheathing will be installed over the new
rafters with a strip of membrane flashing installed at the intersection of the new Zip System roof sheathing and new wall
structural sheathing. Two layers of 2" polyisocyanurate rigid insulation with joints staggered and taped will then be installed
with a strip of membrane flashing at the intersection of the rigid insulation on the roof and the insulating sheathing on the
walls. New sheathing with Ice and Water Shield membrane and 30 year architectural shingles will be installed to finish the
assembly. The proposed approach will achieve a nominal R -60 assembly.
The overhangs will be installed over the strapping and through the rigid insulation, and will attach to the extended sheathing
at the roof.
The strategies for the control layers described in the project plan include the following:
• Water Control: Asphalt shingles, ice and water membrane over the sheathing.
• Airflow Control: The new rafters will be cut flush with the wall framing and the overhangs installed over the control
layers of the wall; Zip System roof sheathing with a strip of ice and water membrane at the intersection of Zip
System roof sheathing and new wall structural sheathing.
• Thermal Control: Two layers of polyisocyanurate on the exterior; dense -pack cellulose insulation in the rafter bays.
• Vapor Control: Two layers of foil -faced polyisocyanurate rigid insulation on top of the existing roof.
2
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Building
Science
Corporation
2012.04.24
Marie McMahon Meehan
Energy Efficiency Implementation
National Grid
40 Sylvan Road
Waltham, MA 02451
ph: 781.907.1552
Re: National Grid Deep Energy Retrofit Pilot, Stevens
Second Application Review
CC: Oliver Klein, National Grid
Betsy Pettit, Building Science Corporation
Ken Neuhauser, Building Science Corporation
Cathy Gates, Building Science Corporation
Dear Ms. McMahon Meehan:
I have reviewed the second application materials submitted for the proposed Stevens comprehensive Deep Energy Retrofit
in Northampton, Massachusetts. The following pages contain a summary of my understanding of the proposed plans along
with my comments and recommendations to the plan. The applicant should inform me and National Grid if my
understanding of the plan does not match the intended approach.
For the most part, I find the project plan to be technically sound and robust. However, there are aspects of the plan that I
find need modification or refinement to achieve objectives of the Pilot and /or the project. These recommendations are
indicated in the review under the heading "BSC Recommendations ".
I look forward to working with the applicant through the construction support and verification phases of the project. If you
have any questions regarding this review, please contact me as per the contact information below.
Thank you,
Honorata Wytrykowska
honorata(a buildingscience.com
978.589.5100 x5280
1
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inumumwmprio
SECTION 8 - CONSTRUCTION SERVICES 1
8.1 Licensed Constructinn ooervisor :: Not Applicable 9'
Rama of 1 irence Helder : V v P l € 4 t C ! 'r / o l' JtAw-Ilf & 0 ✓ ?to
License Number
� { $
ettre S ) N b AVI jar 0 lb(2 g /Ib /(3
Expiration Date
Signatu Telephone
se, . - it .. . ∎ r • Not Applicable .9,"
IN IZ r B o i t/b !•+ N 4.14-4i'S 10 15'3
Registration Number
g BA- S i.) N o12 1r - ptoN Mk oWoa .6/2/,‘, /t2-
ddress y� q Expiration Date
� r [' Telephone � O b 8' p /
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 xe,
1 = Ro Owner F xemption `
The current exemption for "homeowners" was extended to include Owner occnnied 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, nrovided that the owner acts
as miner-visor. CMR 780_ Sixth Edition Section 1083.4.1.
Def nition 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 twn neriod shall not he considered a homeowner
Such "homeowner" shall submit to the Building Ofcial, on a form acceptable to the Building Ofcial, that he /she shall he
resnonsihle for all such work performed ender the huildinu nermit. ,
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 he liable for person(s)
you hire to perform work for you under this permit
The undersigned "homeowner" certif es 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 N/A
r
New House ❑ Addition ❑ Replacemen�( indows Alteration(s) ® I Roof ng CD
Or Doors
Accessory Bldg. ❑ Demolitionn ❑ New Signs (D] Decks [ly Siding NJ Other EN
Brief Description of Proposed
Work: Renovation. weatherization, new windows. new roof including framing, new systems
P
Alteration of existing bedroom HVA YeCIMEP -Fs N o Adding new bedroom X Yes No
Attached Narrative Renovating unfinished basement Yes X No
Plans Attached Roll - Sheet '�
6a, If Newhouse and or addition to existing housing. comolete the following: bi L ke f
a. Use of building : One Family Two Family Other ' et 7 , C.Q4'
b. Number of rooms in each family unit: Number of Bathrooms r •) t 1 - 1 ,
c Is there a garage attached? K v 4` 1)
D i Ig►Eet
d Proposed Square footage of new construction. No Di sions
0 it S V gs
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 • • ands? Yes No Is construction within 100 yr floodplain Yes p� No
j . Depth of basement or - ar floor below finished grade @;::i W ( � A ' e{ 1 1 �F
k Will buildin• -• form to the Building and Zoning regulations? Yes No L ` ►( " (�' la V (U ''
s - .M `reb
-- ti
1 s- : c Tank City Sewer Private well City water Supply � (V w E
1, Petet Stevens , as Owner of the subject
property J,
hereby authorize 1?//r9/ f "'li iderS /h e •
to act my behalf, i II matters relative to work authorized by this building permit application.
1 O SK 21 i% _
Sin r of Owner Date
I. Jot / trr, 5 fZr ilirtL/fr 3j U / /C/ tis //1L'., , as Owner '• uthorized
r Agent ereby declare that t statements and information on the foregoing application are true and accurate, to the best of my nowledge
and belief
Signed under the pains and penalties of perjury
r -1-0 vv) (v( k-t e id eilc ( (_
- • t Name
-R :. Vir U /4711‘i 2 Z 2-oi 2...-
Signature of •.i 1 Date
Pty s 1,-t tf/ f •
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 fille• .y
Building Dep. . t
Lot Size
Frontage
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg Square Footage
Open Space Footage
(Lot area minus bldg & pave.
parkin_ .
# of Parkin. J.aces — volume & Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO O DON T KNOW IS YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DON T KNOW O YES Q
IF YES: enter Book Page and /or Document #
B Does the site contain a brook, body of water or wetlands? NO'. DONT KNOW Q YES Q
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained () Obtained O Date Issued:
C. Do any signs exist on the property? YES O NO (?V
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 excavation or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES O NO
IF YES then a Northampton Storrs Water Management Permit from the DPW is required
t,r ' ...
•
RC Department use only
1 t
City of Northampton Status of Permit .: .
MAY 4 2012 Building Department Curti Cut/Driveway Permit
212 Main Street Sewer /Septic Availability _
Room 100 Water Well Availability
CENT. OF BUILDING NSPECTIONB
NORTHAMPTON MA gfp9p p N ort h am ton 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
1.1 pranerty Addrac: This section to be completed by off ce
37 -39 Revell Ave Map Lot Unit
Northampton, MA 01060
Zone Overlay District
Elm St. District CB District
SECTION 2 - PROPERTY OWNERSHIPIAUTHORIZED AGENT
2.1 Owner of Record:
Peter and Rachel Stevens 48 Maple Ave # 3, Cambridge, MA 02139
Name emoe `���� Current Mailing Address:
413 695 5162
1 Telephone
Sign re
2 9 Authori'ed Aaent-
Wright Builders, Inc. 1.40 ,I H fi .i S 48 Bates St, Northampton, MA 01060
Name (Print) Current Mailing Address:
413 586 8287
S ignature Telephone
f ir 61--`f - x$ (/ $ /00 0 4 i tt 9 0. --
item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1 Building t,) o a- f 500
2 Electrical t 11 t >50
Construction from (6)
3 Plumbing # 19. f 95
4 Mechanical (HVAC) - t 0 e iC »
5. Fire Protection
6. Total = (1 +2 +3 +4 +5) d' ,5a0 _ Check Number s f9 X y r � � y7 6
Building Permit Number:
Building Commissioner /Inspector of Buildings Date
RECEIVED
MAY 0 2 2012
WRIGHT BUILDERS, INC
A
File # BP- 2012 -0962
APPLICANT /CONTACT PERSON WRIGHT BUILDERS
ADDRESS /PHONE 48 Bates St NORTHAMPTON (413) 586 -8287 (116)
PROPERTY LOCATION 37 REVELL AVE
MAP 38B PARCEL 279 001 ZONE URB(100)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Pemut Filled out [ (z) { f� , j�
Fee Paid T `� / f�J �, 'Jl Cl>
Typeof Construction: RENOVATE ,WEATHERIZATION,WINDOWS,ROOF INCL FRAMINGNEW HVAC
SYS, ADD 4" WALLS �
New Construction ":(
Non Structural interior renovations �`'
Addition to Existing .C/ a
g V ot L 1
Accessory Structure /
Building Plans Included:
Owner/ Statement or License 80376
3 sets of Plans / Plot Plan
THE FOL NG 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 De ay ;,
..__
C / - / .."
gy , /
S V — 7, 1
:ill. re of Btu di 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.
37 REVELL AVE BP- 2012 -0962
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 38B - 279 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 -0962
Project # JS- 2012 - 001558
Est. Cost: $244500.00
Fee: $1470.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: WRIGHT BUILDERS 80376
Lot Size(sq. ft.): 7230.96 Owner: STEVENS PETER & RACHEL
Zoning: URB(100)/ Applicant: WRIGHT BUILDERS
AT: 37 REVELL AVE
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 (116) Workers Compensation
NORTHAM PTONMA01060 ISSUED ON:5/11/2012 0:00:00
TO PERFORM THE FOLLOWING
WORK: RENOVATE ,WEATHERIZATION,WINDOWS,ROOF INCL FRAMINGNEW HVAC SYS, ADD
4" WALLS, stamped roof sys before rgh insp
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:
Ski/ 92 1(7°
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner