37-102 uartvi la: Z.f trIA _ - UUMZ
• 4
ALLIED TESTING LABORATORIES, INC.
er
1 H 115 St George Road to Springfield. Massachusetts 01 104
Phon (4 13) 73A - 1 R46 Far (4 13) 736 -1838
COMPRESSIVE STRENGTH OF CV9 (NDRICAL CONCRETE SPECIMFNS - ASTM C39
REPORT NO: • 24
C LILLN T : The Co unity Au Inc_
PROJECT: Ico Pond Aniiging Development, Northampton, MA
LOCATION OF CONCRETE PLACEMENT: Walls, Lot #i2, house 67 •
REPORTED TO :The Community Builders, Inc. -A *_t: Ms_ Rechana Purohit DATE 3/26/04
CONCRETE CLASS 3000
Mixture Weights per cubic yard
Cement (lbs) REOF M I
Fine Aggregate (Ibsi M q
Coarse Aggregate ()bs1 i is 9 L
. ) L..
DIE X, (. AR RTE S
Water (gals)
Admix:c:re (n1)
LABORATORY O. A_880 A -881 A -882 A -883
Specimen No. A 8 C 0
Jiii Ji i�:r ( 5 1/2"
E ntrained Air Content ( %) 4. 7/.
Concrete Temp. 53
tare Sampler.) 1/30/04 1 /30/04 i /3n /n4 1/30/04
Date Received 2/2/04 2 J04 2/2/04 2 /r 04
Gate Tested 2/6/04 2/27/04 2/27/04 3/26/04
Age at Test (days) 7 28 28 *56
Dimensions (in) 6x12 6x12 6x12 6x
Area (sn inl . 28.3 28.3 28.3 28.3
WT. of Specimen f)hc; 28.0 28.0 27.9 28.0
Total Load (ibs) 44.465 80.065 78,770 99.785
CuMPRESSIVE STPENGTH (psi) 1570 2830 2790 *3530
Remarks.
Respectfully r:;brainedd.
ALLIED TEEsTING rORATORIES, INC.
Copy: Mr. Marc Sternicic, Dietz & Co. Architects £Z 1/..4/4.4 "�.+f�>
Mr. Art Pic'iette- Wright Builders inc.
By: Chester V. uawicki
vo L01 uv rikA 101001
3 /off
t COMPANY ARCHITECTS INC.
TRANSMITTAL
TO: Tony Patilio DATE: March 29. 2004
ldldine Commissioner 1
Cinr of Northampton =
RE: Ice Pond Drive MAR "nn
CC: f'a��fl i n 1,
GU..,
i
Project No: 20231
FROM. Marc Sternlrk AIA
1 ATTACHED. via u.s. mail
141 FAXED number r n ee• no ir this flair: tar ...... �. . r ., b -_ -
COP'ES DATE CSI No. DESCRJPTION
1 3/26!04 Concrete Test Report for Lot 12 foundation walls
17 Hampden Street
Sorine4ield, PIA 011D3
(413} 7315798
REMARKS
:tell +niie
(413) 732.4345
Tony —
e-mail
Attached is the 56 day concrete test for the Lot 12 foundation walls that came up office dieoarc^.cctr•
shy of requirements. The test shows a 56 day strength of 3530 psi, in excess of the
3000 pSi required by code, No other concrete on site has come in this low and
almost all concrete has already been pourer!_ All tested concrete on site has now
cem® in at or well above requirements.
Marc
DIET L
• ••• .
�It•e. � \��1
Iral
j niilitkis j
• Pagelofl
Brendhan McDevitt
From: "Brendhan McDevitt" <office @canonla.com>
To: "Marc Sternick" <mares@dietzarch.com>
Sent: Monday, October 20, 2003 11 :12 AM
Attach: REVISED LOT 12.dwf
Subject: RE: Lot 12 San. Sewer Connection
Marc,
Assuming that the proposed san street sewer is going to be constructed as shown on the plan and a service stub,
to the lot line can be accommodated by Dietz Construction. 1 proposed the following. Service shown on the plan
was designed to avoid conflicts with the storm- drain which runs through the'cul= de-sac island. Both the - sewer -
and drain are running at the same pitch where the top of the storm drain overlaps the invert of the sewer by
approx. 2 ". The 8" san. sewer line allows -for approx. B" of height the connection of thee service. I have -
figured the invert of the sewer crossing the storm drain to have 4" of clearance (not much) and the service can
only slope about .92 %assuming an invert out grade at building-of 253.85: 1 am also assumingthat basedon.
this invert grade out that we will need a grinder pump in this building because of the lower slab on grade floor of
the apartment. If the city is going to require a different service slope (usually 2%), It will require that invert grade
to be significantly higher and therefore would result In raising the house even more than what is shown on the site
plan. It is real tight to work out the sewer getting over the storm -drain pipe. Let me know if this wilt satisfy -the city
If you have any other questions, please call the office.
William Canon
Post -it• Fax Note 7671 trace t o/2 s.14 17 Q �
To LINgh From Ibis i CIO=
Co. /D. o J/
, Kw , Co.
Phone a DPW p p hone N Oct - 7c
PAIL - A , Reinest i viv Fax M sz 1
DPW rAt. *
10/22/2003
1
` a�R�� Nit / I EILLIA
• 1.. -- tDf `-
- ` ..
/ ,,,,
N. _ _ . _ _ .10: ' 'It* :
.ea io,f„�,��
..... ..: f
i r, o, a
, - ''''' ' '' '':., ,,....._, :
-- -- - ... 41r—
,iiiiiii
NW
It
r 10° /� `w / � ~ � \ ° le a ` '\ 11.i
—4.4 Z
■
1 . N, / :„„><'- ..r- . • 250.5 I e CI
/ /
----------' ' Me •./'%;
1 '
./' -4111 114fir - ....r,44, 4111111e rei l 1 I r I 1 fhIP ' 7 \ i 64 1/4...1 i 1
'`"." ' .....__ \ —
IF,/ \
` ; \
- �
/ \4£4 0 Q m n
1 � � o
• SITE PLAN N0 MI
NOM p
u I .
® sovarAvirm
Permit No. D21 -04
•
Conditions: Driveway Permit
In lieu of plan approved by City Engineer
I agree to the following added conditions:
1. I will contact the Department of Public Works and have an inspector
check and approve the graded gravel base prior to paving to insure
compliance with slope and location;
2. I further agree that if in the inspections any of the permit conditions are
not met that I will at no expense to the City remove and replace the
driveway as directed by the City Engineer.
By: '2
hi
Linda Gaudreau, Wright Builders
413- 586 -8287
Note: The Public Works Department recommends that you provide a plan showing the
proposed driveway with grades and location in the future to avoid possible
expense which you will incur by not getting approval of actual plans in advance.
cc: Building Inspector
` ,
•
Permit No. D21 -04
CITY OF NORTHAMPTON, MA
DRIVEWAY PERMIT
Date: 10 -06 -03
FEE: $25.00 CHECK #t: 016707
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petitions your honorable body for:
Permission to install a driveway at 67 Ice Pond Drive
Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All
drainage shall be directed off the driveway surface to adjacent land and not on the existing
roadway. Driveway surface to be paved as soon as possible if the grade of the proposed
driveway exceeds 3% or more. Homeowners will be held responsible for any cost to the City
of Northampton in the event of a washout of this driveway.
By: L.4).4),_
Wright Builders, Li a Gaudreau
48 Bates Street, Northampton, MA 01060
Telephone #: 413 -586 -8287
Proposed Location
Inspected By: •-- /��z�o
Gravel Base Grade
Inspected By:
Final Approval
THE BOARD OF PUBLIC WORKS voted that petition be granted.
George Andrikidis
Director of Public Works
(SUBJECT TO ATTACHED CONDITION 1 & 2)
cc: Building Inspector
CITY OF NORTHAMPTON BOARD OF PUBLIC WORKS
SANITARY SEWER FORCE MAIN POLICY
The purpose of this policy is to establish the guidelines, procedures, specifications and conditions
associated with sanitary sewer force mains that will become the responsibility of the Department
of Public Works (DPW). The following conditions shall apply:
1. All information associated with the entire force main system shall be submitted by the
applicant to the DPW for approval. The information shall include, but not be limited to,
technical specifications of every system component, capacity of system, operation of
valves, pumps and other controlling mechanisms, installation procedures and detailed
testing protocols.
2. If the force main system is part of a proposed subdivision, its installation and inspection
shall conform to the City' Subdivision Rules and Regulations in addition to the
conditions stated in this policy. In all other cases, its installation and inspection shall
conform to applicable Rules and Regulations of the DPW in addition to the conditions of
this policy.
3. Force main systems shall be designed so that individual pump chambers shall be located
outside the street layout. Curb stops and check valves shall be installed at the property
line. -
4. No connection to the common force main system shall be allowed unless a "Municipal
Sewer Availability" and "Residential or Commercial Building Sewer Application" are
submitted and approved by the DPW. Attached to these documents shall be the
technical specifications, manufacturer's name, model and rated capacity of the proposed
pumping system.
5. Prior to the replacement or upgrade of any existing pumping system, the information
requested in Item 4 above must be submitted to the DPW for approval.
6. Pumping chambers on private property shall be accessible at all times. The DPW has the
right to enter said property at any time for the purpose of examining the pumping station
for compliance with the regulations stated in this policy. The DPW will not be
responsible for damage to any plantings or landscaping placed over or in close proximity
to the pumping chamber access.
7. A red light indicating system problems /failure shall be installed outside every structure
connected to the force main system. Said light shall be clearly visible from a vehicle
traveling on the adjacent roadway.
8. It is the responsibility of every owner of a property/structure that is connected to the
common force main to insure that all components of their service line are functioning
properly and in accordance with the approved submittals.
9. Any violation to this policy may cause the service line of the structure in question to be
shut -off at the curb stop. In addition, if the violation causes damages to either the
common force main or to adjacent structures connected to the system, the responsible
party shall bear the cost of all repairs and claims associated with said violation.
10. The DPW will become responsible only for the components of a sanitary force main
system located within the layout of a City accepted street. Acceptance of a street can
• only be approved by the Northampton City Council.
Adopted by the Board of Public Works on May 14, 2003.
C:\ Policies \SanitaryForceMainsApri12003
MUNICIPAL SEWER AVAILABILITY APPLICATION
° Northampton Streets Department
125 Locust Street
Northampton, MA 01060
587 -1570
A Department of Public Works Trench Permit shall be require
prior to any construction or connection activity associated with this application.
Location: 67 Ice Pond Drive
Inquiry Made By: Wright Builders 586 -8287
Date of Inquiry: October 16, 2003
Municipal Sewer Main in Front of Location: Yes X No
Municipal Storm Drain Available: Yes No
Size of Sewer Main: 8" Material: PVC Age: 2003
Depth of Sewer Main: 3. (
Size of Service Connection: 6"
Comments: "Ice Pond Drive" is a subdivision roadway that has been approved by the
Planning Board. Release of this "Municipal Sewer Availability Application" by the DPW is
contingent on the successful completion and approval of the sewer /water system as shown
on the approved construction plans. Failure to receive this approval will involve the
denial of occupancy permits by the Building Commissioner.
A corresponding "sewer entrance fee" shall be paid prior to making any connection to the
municipal sewer system. Arrangements of such installation shall be made with the Northampton
Streets Department with a minimum of 5 working days notification. All work shall conform to
Northampton Streets Department specifications.
Storm Drain Concurrence
Joseph homas, Superintendent Douglas McDonald, Enviromental Planner
Streets Department Engineering Department
cc: Ned Huntley, Asst. City Engineer
Anthony Patillo, Building Inspector
•
MUNICIPAL WATER AVAILABILITY APPLICATION
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
587 -1098
A Department of Public Works Trench Permit shall be required
prior to any construction or connection activity associated with this application.
Location: 67 Ice Pond Drive
Inquiry Made By: Wright Builders 586 -8287
Date of Inquiry: October 16, 2003
Municipal Water Main in Front of Location: Yes X No
Size of Water Main: 8" Material: Ductile Iron Age: 2003
Approximate Street Pressure: 65 PSI
Size of Service Connection: 1"
Comments: The Water Department cannot guarantee adequate water pressure during peak
demand times at elevations above 320 feet. This subdivision was approved by the Northampton
Planning Board 02/13/03. It is the responsibility of the developer to provide the necessary
infrastructure as shown on the approved plans. The City of Northampton has not accepted
responsibility for maintenance of the water main and connections as of this date.
A corresponding "water entrance fee" shall be paid prior to making any connection to the
municipal water system. Arrangements of such installation shall be made with the Northampton
Wa rtment with a minimum of 5 working days notification. All work shall conform to
Northampto ater De ent specifications.
David W. Sparks,
Superintendent of Water
cc: Ned Huntley, Asst. City Engineer
Anthony Patillo, Building Inspector
•
N
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non - Circulating Runouts Circulating Mains and Runouts
Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170 -180 0.5 1.0 1.5 2.0
140 -160 0.5 0.5 1.0 1.5
100 -130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0
Low Temperature 120 -200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
Slab insulation to extend down from the top of the slab to at least 6.0 ft. OR down to at
least the bottom of the slab then horizontally for a total distance of 6.0 ft.
Air Leakage:
[ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] When installed in the building envelope, recessed lighting fixtures
shall meet one of the following requirements:
1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture
and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944
L /s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 lbs /ft2 pressure difference and shall be labeled.
Vapor Retarder:
[ ] Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors.
Materials Identification:
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
[ ] All accessible joints, seams, and connections of supply and return ductwork located outside
conditioned space, including stud bays or joist cavities /spaces used to transport air, shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
[ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as
specified in Sections 780CMR 1310 and J4.4.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non - depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] 1 HVAC piping conveying fluids above 120 ° F or chilled fluids below 55 ° F must be insulated to the
levels in Table 2.
•
[ ] 9. Window: Ice Pond C: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 10. Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 11. Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 12. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 13. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 14. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 15. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 16. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 17. Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E, U- factor: 0.340
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 18. Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E, U- factor: 0.340
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 19. Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E, U- factor: 0.340
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Doors:
[ ] 1. Front Door House: Solid, U- factor: 0.160
Comments:
[ ] 2. Front Door Accessory: Solid, U- factor: 0.280
Comments:
[ ] 3. Mech Rm Door: Solid, U- factor: 0.160
Comments:
[ ] 4. Slider: Glass, U- factor: 0.310
Comments:
Floors:
[ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R -28.0 cavity insulation
Comments:
[ ] 2. Floor 2: Slab -On- Grade:Unheated, 6.0' insulation depth, R -10.8 continuous insulation
Comments:
REScheck Inspection Checklist
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release lb
DATE: 10/20/03
TITLE: ICE POND Lot 12
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 cavity insulation
Comments:
Above -Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation
Comments:
Basement Walls:
[ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht17.0' bg/8.0' insul,
R -3.1 continuous insulation
Comments:
Windows:
[ ] 1. Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 2. Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 3. Window: Ice Pond A2: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 4. Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 5. Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 6. Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 7. Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 8. Window: Ice Pond C: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Slider: Glass 40 0.310 12
Basement Wall 1: Solid Concrete or Masonry 912 0.0 3.1 104
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: 8.0'
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 788 28.0 0.0 27
Floor 2: Slab -On- Grade:Unheated 96 10.8 65
Insulation depth: 6.0'
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts
Energy Code requirements in RES checkVersion 3.5 Release lb (formerly MECchecl0 and to comply with the mandatory
requirements listed in the RES checklnspection Checklist.
The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design
Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the
design load as specified in Sections 780CMR 1310 and J4.4.
Builder/Designer a� JV -. s� Date ``ii C� ,j
` a
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release lb
Data filename: C:\Program Files \Check\REScheck\ICE POND Lot 12.rck
TITLE: ICE POND Lot 12
CITY: Northampton
STATE: Massachusetts
HDD: 6404
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (Non- Electric Resistance)
DATE: 10/20/03
COMPANY INFORMATION:
Wright Builders Inc.
COMPLIANCE: Passes
. • ti I = 542
Your Home UA = 494
8.9% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R -Value U- Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1429 38.0 0.0 43
Wall 1: Wood Frame, 16" o.c. 2820 19.0 0.0 151
Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E 8 0.380 3
Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E 8 0.380 3
Window: Ice Pond A2: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond C: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond C: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E 11 0.380 4
Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E 11 0.380 4
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E 5 0.340 2
Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E 5 0.340 2
Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E 5 0.340 2
Front Door House: Solid 20 0.160 3
Front Door Accessory: Solid 20 0.280 6
Mech Rm Door: Solid 20 0.160 3
---...--- ----- _____ tOt!""1.77 7-
. -
..., ......"'"'" —•-■.e.c._____
VT
III WILLIA
.............. 1
. •
___
, „ .0...w'
--
-------____,/ 1 liti. 248.50 • Ba n it SINES
......2„ f -
-- - 44 1C CWIt I. IIN C °V 9 ? OVER PPE 11, CANC
:,-,• - --,,,--
---,,,,_
-,--..,.
0
LA.NoscApe mcwi
'-----,,,,. • --_____
I4
---_,
7.-----------42 . z
..11.:,,,,_: -if i ENVIRONMENTAL i
COMMUNITY PLA
Z ----- :7 _
I f
-------------- -248 - -------------------- - -- --,„, 0 a
/ 1
., ,
_- --
Itti No RmuiPron r a
/-■ ir ____ \
EAsTNAm 44 (
i
r-, ------,-_-___
I
Alt
------- -- iii 1
I ,A.,,. 4 I 3•31 7 • g
OFFICI•CA11
....
.--
■
1449SCAPf ARCRITEEI
.......----
,f/ 7 "Wdi
-_ ..... ....„.
.. i
..
\N ll'il/ F: r:' 14" 1 j INV.
.• -,_
k 1 i .......,,,.
1 .,- -........
A, Jlefr
-me 4.1,3
-,.... ..,
,
— I 'ft _ ..._ //'
' 41---
/
i --/
, _ __ / \ -------- ,/
. , Ckoi A,- ._
1 ' # ' -- - / i
. ,
/ , / A'
i - o -7
oftre / „, ,
. i
. 7 i
,
.
. El/
1 ,
„ ......
• ......, ...., / 1 121*
1 -,.......
. ...,
..„,...
/
...,,,_
1141
1 11110
ii itiy t J
...,.,,,„„.
4,_" _
• 147
- - - -- ---1---,__ iz°7 o 4°
# ----- 251- - - - 7 --------------- - - - _ _ _ _
....
■
„,,,,
,
,,,
, _
„, .
*/*//4 ...„„...
ea f st a t
5E 1
,,,,,,,
4.0, _
711
.
.
,,,,‘
. it, / t ---_,....
i ta,I, I
.
. ___„,.
.
-------------------------
.
,
.
.11
_,,/ -------------- _2.„.______ -
,
.
__, ,
N o
„
.1 • , . \
,
1, •
,
PROW NO. A510-0,0512
__ ______ —..._......._._
1 r •
1 \
CV RE
1 1
e
0 0:frov 2oo3
...
ty *eon A. Canal
■
.•
tandecopi ArchitAci
i
/ . ..
A.
...
.,-
..„1 --- _.,_ • /
------ - '-_-_-_-_--- -----
,,
swiTinu.
SITE / PLAN _-----------------
___ ...
---. NORTH
Potoc
POC‘11/40 Dit
LOT 12
o
lizi,
SX*3
/ 02
~' •s (r I± IIf Qri1amptcn , _ _
R a t 7r• ,?�. q{ :ssAciusctle .!
1'5S �• DE? 2itir1EVT OF BL'ILDING INSPEC?ICNS
INSRECTGR 212 Main Street Municipal Building
Northampton, Mass. 01060 -_.,
Scuare Footage An cunt
Basement @ 15 - 7 loca \ c ,. a
1st Ficcr @ 0)-(6 .
2nd Flccr @ . � • LD 'aS
1/2 Floors, Attic, Garage ,15
Deck, Porches , '1 rj 10(‘,
,( - D
TOTAL
•
SECTION 8 - CONSTRUCTION SERVICES
1 Licensed Construction Supervisor: � /,'p Not Applicable ❑
Name of License Holder : 4�i 1 9 is C /+e r6 / vt/ f`'1 j _ e t 66 (' 115
!!! License Numb pr
¥ t•tt � ST • f V b �? l�(h, �-n/v, M b l o b o I' /1 t fi6 l f
Addre . // p Expiration Date
•
ST o Signatur- Telephone
tiI tet•" . is u• „ .5 .. • i lq '''' :. 3�� Not Applicable ❑
(Ne-- t s � )1c.DER -s 1140 . jor53.6
Company Name Registration Num
S' s r, N 6 /�Mf tvN, M 01046
b 1 er
�aY
Addr- $ ) Expiration Date
� ��_ „� _ =+ Telephone
SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit
will result in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes No ❑
�, - s,'fi , +xpc ,.•� a v+€'e J .a
t,�l� :' eels •m$ to
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
' 7CTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors ❑
Accessory Bldg. ❑ Demolition❑ ► - Signs ] De s [ ] Sidi : [ ] Other [ ]
Brief Description of Proposed Work: tw E, ire ► ONE •
Alteration of existing bedroom Yes X No Adding new bedroom Yes No ,
Attached Narrative ❑ Renovating unfinished basement Yes X No A"r•
Plans Attached Roll- Sheet ❑
67If Ne iti lr n dditlon a is ifirli sings ff3 ele fli foil "owing:
a. Use of building : One Family Two Family X Other
b. Number of rooms in each family unit: Number of Bathrooms 3
c. Is there a garage attached? -/e ? / — / c' A
d. Proposed Square footage of new construction. f Dimensions Z ,cj 1 MAC I
or e. Number of stories? 11/1-) 0 3.�
v / Io 2 f X g l4 '.
f. Method of heating? jr • C-A rt f- Fireplaces or Woodstoves N � A Number of each
g. Energy Conservation Compliance. l i Mascheck Energy Compliance form attached? tie
Type of construction 5 J D
i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes x No
gg+
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? X Yes No . ,
I. Septic Tank City Sewer X Private well City water Supply
SECTION 7a = OWNER AUTHORIZATION = TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
6 A - DS&1 - rr,, , ff ' fC �'' H�selt-az. -ic c e� i , as Owner of the subject property
hereby auth• t e Vv 1- 1 r 6 V (Lbe;l -e 1 1 � to act on
my behalf�i =1 ,- ative to work authorized by this building permit application.
Sign •,.i!�..fGT 'g Date / � // '
1,
w I I 61) il/D l' , lf" to(c4. , as Owner /Authorized Agent
hereby declare that the statements and information on th / A-Pr oregoing application are true and accurate, to the best of my
knowledge and belief.
Signed under the pains and penalties of perjury.
Print Name
SignatureT /Agent - Date
Section 4. •
ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE
DENIED DUE TO LACK OF INFORMATION
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size Iqi st5V sr 16,35 f0
Frontage 6
b r
Setbacks Front t7 ot 74.
2 1
Side L: R: L: 3a ' R: 3 f
Rear PS
Building Height 3 01
Bldg. Square Footage % PA 13 . -'?
Open Space Footage
(Lot area minus bldg & paved 1 I � C 7 . %
parking)
# of Parking Spaces
Fill:
(volume & Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO T- DON'T KNOW YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES
IF YES: enter Book Page and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW
YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained , Date Issued:
C. Do any signs exist on the property? YES NO /`
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ?YES
No
IF YES, describe size, type and location:
•
, r' -',„ z „,,,,,,,1444,, 6, p ifrtrii,bpt 0§', ..Yri;;;,;.1 10
City of Northampton �s of �, , a
Building Department t • It `, = a .0 f : _ ,
212 Main Street w e , •E t ' '�
Room 100 , r Y, `,0-: • � � ` �n
Northampton, MA 01060 fw'5e � le c �� a gks .fib ' ; s � ,� ,,
phone 413. 587.1240 Fax 413. 587.1272 P b 51t> , in `a
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING l fIGI-s1)
SECTION 1- SITE INFORMATION \\)-\
This se52. tope c ompleted by offic
1.1 Property 4 .,, ra �
Address: - -
// a M a � 'Lot y�
0
tcE [dN bAty p Rm Urnt
Nog'f - A Mk 0 /06 0
Zone � Overlay District � ` Y
m S t bI a 1 "�
El
t Distrjct 't'''''1"- ` " CB Distract
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record: 1
L ('k- i '1 kcieYS
y f�sP(r�c. �ht.L �E. ' I
6S �:td! -.j'o 1 ' K' — ' 2 M A�'N Sr., S�'� �e-� c- t
Name (Pri / g dress: O�O M A' O6-
Mk 0 I
./ 1' /J/i Current Mailing `' 3 ? ? �S `
�� %� _ �/ Telephone
Signa re - '
2.2 Authorized Age 1 :
IN i Carr 441 C/I;' >C ' ' •-( P --tm `f$ 6A-r Sr. N oR) -AM PtoN, MA
Name (Print) Current Mailing Address:
Signatur Telephone
SECTION 3 ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building (a) Building Permit Fee
2. Electrical Ci // (b) Estimated Total Cost of
CO d Construction from (6)
3. Plumbing 9-144.5 Q Building Permit Fee`
4. Mechanical (HVAC) C�
5. Fire Protection vi O ;1' //
6. Total = (1 + 2 + 3 + 4 + 5) * 154 lo� t . (c, I Check Number / 4/7 ■/ 62
This Section For Official Use Only
Building Permit Number: . . PA 5 ° Date Issued:
Signature:
Building Comm /Inspector of Buildings Date
File # BP- 2004 -0520
APPLICANT /CONTACT PERSON Wright Builders
ADDRESS /PHONE 48 Bates St (413) 586 -8287
PROPERTY LOCATION 67 ICE POND DRIVE - LOT #12
MAP 37 PARCEL 102 001 ZONE SR
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid 7%4160
Typeof Construction: CONSTRUCT SFH W /ATT GARAGE/PORCHES
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 068185 /1910
3 sets of Plans / Plot Plan /f
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO9MATION PRESENTED:
pproved 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 Co on
/ 7
Qf 2
Signature of C' 1 • mg 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.
4-
.0 0y
';,� `',e � Northampton 1- _* ,
$ % y::- 3 tg iassachusrits M-17-..-1=------:—=
DEPARTMENT OF BUILDING INSPECTIONS * = 1 °T —
INSPECTOR 212 Main Street • Municipal,Building
Northampton, MA 01060
CERTIFICATE of OCCUPANCY and USE
This is to certify that permission is hereby granted under 780 CMR, sixth edition of the
Massachusetts State Building Code, alloying the occupancy or use of the premises o_r
structure or pap located at
Ice Pond Drive - Lot #12 ,
as shown on the Assessors Pam 37 Lot# 102-- — , forte
S 13
in the City of Northampton, as herein specified:
CONSTRUCTION TYPE(780CMR 6) 5B
USE GROUP CLASSIFICATION (780 CMR 3 - R4
OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF
30 PSF
LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF
Under the following limitations, special stipulations, and /or conditions of the
permits: Special Permit •
Issued this 30th day of September , 20 04
Certificate of Occupancy and Use # BP -2004- 0520
_ Authorized Department Personnel
L
Electrical / Elevator
` 44 000 N
Fire ` .14.ic_ Plumbing I l . /Ac -i
/, /
Building , .c I ., Gas . `- '
•
t
Building Commissioner X�c
This certificate shall be posted by the owner, in a permanent manner and in a visible
location, on all floors designated as use group H, S, M, F, or B, and in every room where
practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5
Posting Structures.
r
'67 ICE POND DRIVE - LOT #12 BP-2004-0520
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map :Block: 37 -=102 CITY OF NORTHAMPTON
Lot: -001
Permit: Building
Category: BUILDING PERCVIIT
Permit # BP -2004 -0520
Project # JS- 20040734
Est. Cost: $154690.00
Fee: $11 60.00 PERMISSION IS HEREBY,GRA NTED TO:
Const. Class: 5B Contractor: License:
Use Group: R4 Wright Builders 068185
Lot Size(sq. ft.): Owner: Community Builders, Inc. - -- _.
Zoning: SR Applicant: Wright Builders
AT: 67 ICE POND DRIVE - LOT #12
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 Workers Compensation
NORTHAMPTONMA01060 ISSUED ON :11/10/03 0:00:00
TO PERFORM THE FOLLOWING WORK: CONSTRUCT SFH W /ATT GARAGE /PORCHES
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: -
4 Rough: Rou p se # Foundation: T3ou , _,&,.,,,
�" ����� = � g gh: ��' I z,+ Driveway Final: HQ L, S O ' y� � '� `7 -o/A
Final' - /i. — 94 Z Final: tti e r /
�
Rough Frame: 0 K
Co_g -
(c;2-) -) 5 r 7/9
Gas72•Of d, ie8 Fire Department Fireplace /Chimney:
Rough: Oil: Insulation: ('j /*C. G Li.- 014 - "% �
Final: 8y / ;,, of4A4 Smoke: Q , ,. A Final: ® K g -- 1c7- 0 u `
tli 1 3 ,.a �
TEMPORARY OCCUPANCY - EXPIRES 11'13/14 DPW
THIS PERMIT MAY BE REVOKED RV THE CITY OF NORTHAMPTON UFON VIOLATION OF
ANY OF ITS RULES AND REGULATION
Certificate of Occupancy Sign ature:
FeeType Receipt No Date Paid: Check No Amount
Building 11/10/03 0:00:00 16747 $1160.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo
y-A v
J r, yv,-1 j_v
149 /typij ;)or-ot (1)( l)(2
-
,frivgv-ttety
p
-67
67 ICE POND DRIVE - LOT #12 BP -2004 -0520
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 37 - 102 CITY OF NORTHAMPTON
Lot: -001 •
Permit: Building
Category: BUILDING PERMIT
Permit # BP- 2004 -0520
Project # JS- 2004 -0734
Est. Cost: $154690.00
Fee: $1160.00 PERMISSION IS HEREBY Y - GRANTED TO:
Const. Class: 5B Contractor: License:
use ( P4 Wright Builders_,. _ 068185
Lot Size(sq. ft.): Owner: Community Builders, Inc,
Zoning: SR Applicant: Wright Builders
AT: 67 ICE POND DRIVE - LOT #12
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 Workers Compensation
NORTHAMPTONMAO1060 ISSUED ON :11/10/03 0:00:00
TO PERFORM THE FOLLOWING WORK :CONSTRUCT SFH W /ATT GARAGE /PORCHES
orA :567 1Pier
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:
4 6-/ 1, + liJ c1 ° ' Rough: Rough: a ,�O y � p House # Foundation: 0 K 0 -3 - Li . _ '/
Driveway Final: Q L L S O"-' t 2�
Finale"/I- Finale-/I-csi at Final: el/2,4 r
Rough Frame: 0 K - „e& 1
Gas7•r: o Fire Department Fireplace /Chimney:
Rough: - Oil: iisuiat ' t; - 4 -. -
Final: Et" Ai f C7ci at, Smoke: ai , 1 Final: 0 ' S" _.-- - ^
Vim• 1 .A ` l
THIS PERMIT MAY BE REVOKED BY THE CIl'`% OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy 7 Sig nature:
FeeTypc: Receipt No: Date Paid: Check No: Amount:
Building 11/10/03 0:00:00 16747 $1160.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo