25A-109 (19) i
1
i � e
-13 ltc-FWof T
` F i
JOLT
? 1i i
—
• lb
- � aX(O f'f FIJa�'S�.�� � � u���(" �✓tb.�` �. � �e,3,t�; ;: �-ur:,s ,x
oC dQAI-d `Fri t,7t fr �6 , 1[�
P7- geAM-
• Ti a f
�• �. ..�--�., r..
- Al F
(3-w 1
r3to
- -
_ t
,��-'�.�►`�.'�"'�' � �-�: '_"` . . ___.��"�"_' - 7 , ,. -�,--.�,_:.�.�-, _ � �.`lam_�b,,�o,f-
�' M r
I
i
1 r>,Xf. '
ro
_ y
>�
\�" L�4,1. � 70
'777-7-
t
e�
• 2�. y —enM•c•,arrti
. eyf f 'gg
it
J �
f � `
r
C '��Y(/y//�/� i�•, i.� i �a�` tt ' �R G,k'r� �C,.",��� i V zE„-
916 cejrr
AA pDi.
Li
1(6 7r',n�� e"*t �� t•'
– •r
rsf h�` Ta
r �
sf
�.�.—^_–•--°--- �...,.. ` _.tea.".. f
F
r
-7 7-6
r
�.r� V'� .
Ground Floor
i
1
i
CITY OF NORTHAMPTON
BUILDING DEPARTMENT
S, ;,vim These plans have been -reviewed
Y-0���n� � �� ��> And approvel
o G � Date
lu � w �
36'6• 20' _ Signature
Ground Floor I
7J2 16 Design Method ASD
Building Code IBC/IAC t
Floor
Loads
Live 60
N
Dead 15
3• o' 10 0' 10 0' 3• Deflection Joist
LL Span U 480
82 I —16.1 @ 1 EO TL Span U 240
LL Cant U 180
EEER TL Cant U 180
I, Deflection Girder
-- _ LL Span U 480
TL Span U 240
1-FL Ib:49t)5� r' C2 FL Ib:5898 ) -FL Ib:5935 i C4-FL[b):5586 1 CS-F Ib:4447 1 6-FL(lb):3635
LL Cant U 180
eckl 180
�Q TL Cant t U
36'6' }.. t
51 /l �
N�� �� ��t�vhv✓la
--7 6y OA cenTr` Cg 75) PietS�
7vT�L
60lZs Qei- L�Ve— we'�54 r
Powered by 0 i5truct—14.8.128 This layout is to be used as an installation guide only. it is meant to be used in conjunction with the architectural and structural drawings,not to replace them
Proposal Page
SAWICKI CONSTRUCTION
540 Queen Lake Road
Phillipston,MA 01331
(978) 939-5867
Proposal Submitted To: Jonathan Thomas&Jodie Nolan Date: 4/6/2015
Address: Home Phone:
337 Bridge Street,North Hampton,Ma.01060 413-230-8499
Job Name and Location: 12'x56'deck with 8'x11'shed underneath Work Phone:
337 Bridge Street,North Hampton,Ma. 01060
I hereby submit specifications and estimates subject to all terms and conditions as follows:
First thing is to remove the old existing sauna tubes from sticking above ground. Lay out new
diamond piers for shed and deck according to plans. Install piers to manufacture's spec and installation guide.
Remove old ledger boards off of house and siding to get ready for new copper flashing and pt ledger board.
Secured by ledger lock screws with the proper screwing pattern to the house. Build new 8x11 shed in the corner
before deck is built. This will be easier to shingle roof before deck is built. Then start with building the support
beam with 6x6 post secured to piers, and a triple 2x12 beam 56-6" long. Flooring frame work will be 2x1 O's
extending past main beam 2'to give us a total length of 12' max.All floor joist will have hurricane ties to beam,
and joist hangers at each end secured to the ledger boards. Floor is Timber Tech deck boards, faced screwed.
Post for the railings are 4x6 cedar 6 ft apart to except cable rail system. Cable rail to be installed to manufacture
spec's for a 42"railing height. On dinning room side of house there will be a 4'wide set of stairs coming down
from deck to ground. Bottom of stairs will be a cement pad with 4x6 anchor bases, for holding railing post.
Which will be on both sides and one side of stairs will have a additional hand rail to code. All rim boards will
be covered with 1x12 cedar and stainless screws. Approximate time frame to complete 5 weeks depending on
weather delays.
Price breakdown: Timber tech decking earthwood slate(discontinued) $4,782.91
Cedar trim boards&stair risers $1,572.50
Shed materials needed $2,709.38
Cable rail and cedar posts $6,297.44
Deck framing materials and hardware $6,068.41
Diamond piers needed $2.208.00
Total materials needed $23,639.36
Backhoe 2 day rental $531.25
Labor 5 weeks to complete $6,675.00
GRAND TOTAL $30,845.61
1 propose hereby to furnish materials and labor, complete in accordance with above specifications,
or the sum of h, TN,.,,A,A C
14 ;"k7l &J-,J dollars($ 3C L� l S, E )•
Payments to be made by what materials are required by certain dates. Not to have materials getting wet or
being in the way of doing work. Labor to be paid in installments of thirds. Ist of$2225.00 after shed is complete.
2 nd$2225.00 after frame of deck is completed. 3 rd$2225.00 when job is completed.
NOTE: This proposal may bg With dr n if not accepted within days.
Authorized Signature: (Stephen Sawicki,Jr.)
ACCEPTANCE: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are
authorized to do the work as specified. Payment will be made as outlined above.
ture Signature D to
CORNERS: SINGLE WOOD POST WITH CABLES TERMINATING
NOTE: DETAIL IS TYPICAL FOR BOTH 1/8" AND 3/16° DIAMETER STANDARD
CABLERAIL'm ASSEMBLIES.
4"x6" MIN. ------_____ --------------- END FITTINGS:
WOOD POST END CAP, COLORED POLYETHYLENE (STANDARD)
OR ST. STL. (OPTIONAL)
ST. STL. SNUG—GRIPTM WASHER—NUT (COVERED)
1" O.D. ST. STL. FLAT WASHER
CABLE --_. ST.STL. THREADED TERMINAL, LONG SHANK
DRILL HOLE FOR THRFADE D TERMINAL
(OFFSET 1 /2"MIN. FROM HOLE ABOVE.).
CONFIRM DRII L DIAMETER WITH
MANUFACTURER.
M p
A
a a — END FITTINGS:
N END CAP, COLORED POLYETHYLENE (STANDARD)
N A OR ST. STL. (OPTIONAL)
1" O.D. ST. STL. FLAT WASHER
-- DECK BELOW — — -- STAINLESS STEEL
QUICK—CONNECT--SSTM
DRILL HOLE THROUGH POST FOR
QUICK—CONNECT_SSTM
CONFIRM DRILL DIAMETER WITH
MANUFACTURER.
NOTE: OFFSET DRILL HOLES 112" MIN.
SO FITTINGS WILL NOT HIT ONE rt— ----- — — _— CABLE
ANOTHER INSIDE POST.
CableRaii Reference Drawing: PAGE.: 05/15Of 1 feeney,
COMBO TERMINATION IN SINGLE CORNER WOOD POST REV:
BY: DSY 2603 Union St.,Oakland,CA 94607
P:600-888-2416 F:6C. -893-9484
THIS DRAWING IS THE PROPERTY OF FEENEY INC.ANY REPRODUCTION OF THIS DOCUMENT WITHOUT THE EXPRESSED WRITTEN CONSENT OF FEENEY INC.IS STRICTLY PROHIBITED. CHK: BWA www.teene inc.00m
CAUE•RA [
byfeeney
Wood Frame Requirements
Minimum sizes for all corner and end posts
All other posts should be sized as required for cap rail support strength or for code
4X6 WOOD
3-1/2"wide.5-1/2"thick
Space more
The Basic Frame Design than inches apart
t
Spacing From Walls: Cap Rail: Cable Space posts/verticals no
Set end posts 3 to 4 inches away from the Always include a strong,rigid Spacing: more than 3 feet apart
houselwall face to allow access for attaching cap rail that is securely fastened Maximum 3 Observe minimum
cable end fittings. to all posts.Cap size is based inches apart. end/corner post sizes
on load strength needs and shown above
End Posts: local code requirements. Wood Blocking
Use minimum end post sizes noted above,and Set railing height per (WOOD FRAMES ONLY): Securely fasten all
securely bolt or screw to joists or deck surface, local code. Underneath the cap posts and cap rails
rail attach minimum
1"x 4"wood blocking Carefully plan all
between posts to pro- termination and
vide additional lateral corner posts for proper
I reinforcement to the clearance,positioning,
and maximum
posts so that they
won't pull out of cable run lengths
ptAXf-3 F plumb when the Straight runs of cable
Maximum Post Spacing: Intermediate Double Corner Posts: cables are tensioned. (no turnstdips)should
Space all posts and vertical Posts: If possible use double corner posts to allow the cable not exceed 70 feet;runs
spacers(see below)a maximum Size all intermediate to run continuously through the corners without with corner bends(2
of 3 feet apart to minimize any posts as required for terminating(see single comer post option below), bends at most)should
deflection that may occur if the cap rail support Securely bolt or screw posts to joists or deck surface not exceed 40 feet
cables are ever forced apart. strength or for code. and use minimum corner post sizes noted above.
And Some Other Options
Vertical Spacers(OPTIONAL):
Slender spacers may be used instead of some of the larger intermediate posts to
achieve a more open railing design.These are non-structural members and are For railings we recommend
only intended to maintain cable spacing and minimize deflection.Examples are spacing the cables no
2"x 2"wood strips,1"metal tubing or 1/4"flat bar.Attach spacers to the cap more than 3 inches apart
rail and either the foot rail,deck surface or joists. and placing posts or
vertical members no more
than 3 feet apart.
Cable
Spacing: Please note that since
Maximum 3 building codes vary by
inches apart. state,county and city,
our recommendations
MAx�— 3 FEE may not comply with code
Foot Rails tOPTIONAL): Single Corner Post(OPTIONAL): requirements in all areas.
Foot rails should be spaced no When terminating on a single corner post,be sure to offset the drill holes at
more than 4 inches above the least 112"to allow internal clearance for the cable fittings.Use minimum end Always Consult with your
deck surface,or as required by post sizes noted above and securely bolt or screw to joists or deck surface. local building department
local code,and should be sized before starting your project.
as needed for support strength
and design appearance.
EEI Report No. 07-020-8
January 21, 2013
Page 13 of 14
TABLE 4: Cross Pin Group Allowable Load Carrying Capacity Recommendations in
1,500 psf Properly Drained Soils 2,4,6
Embedded Equivalent
Pin Group' 3 Bearing Compression Uplift Lateral
Area' (pounds) (pounds) (pounds)
(square feet
(4) 1"x 36" Pins9 1.83 2,745 6708 5758
(4)1"x 42" Pins9 1.87 2,805 9208 8208
(Interpolated)
(4) 1"x 50" Pins9 1.91 2,870 1,175 1,070
(� lI (4) 1-1/4"x 50" Pins 2.93 4,400 1,380' 1,310'
And Longer mN�k LO(4 }
Larger Diameter Pins See Note 6 See Note 6 See Note 6
1.All allowable loads use four pins of the full specified length. Length includes that portion of the pin
embedded in the foundation head. All Pins are minimum schedule 40 ASTM A53 Grade A pipe.
2. Properly drained 1,500 psf soils generally include clay, sandy clay, clayey silt, silt and sandy silt. In
properly drained sands, silty sand,clayey sand, and silty gravel,with a minimum capacity of 2,000 psf
bearing, compression loads only may be increased by-33%. See full Installation M nual for detailed
information on appropriate soils and Pin installation. �,3Sa�Ss. �
3. Pins diameters are in nominal dimensions. 1"nominal is 1.315"actual OD. 1-1/4" nominal is 1.67'
actual OD.
4. Loads reflect behavior of isolated (4) Pin groups only. Deflection behavior may vary depending on
foundation head style utilized. All head styles should be properly seated on their Pin groups before
loading.
5. Where in-place soils with an allowable bearing pressure of less than 1,500 psf, or other unknown soils
characteristics, are likely to be present, the allowable capacities shall be determined according to site-
specific, engineered calculation.
6. Load values for larger diameter Pins of 50" length, and longer, should be determined through site-
specific, engineered calculation.
7. For tension resistance at 45 degrees, use 2,000 pounds for this Pin group size. See full test report for
loading data.
8. For critical uplift or lateral conditions, minimum 50" length Pins are recommended for 1"nominal
diameter Pin groups.
Web Soil Survey http://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.aspx
more major kinds of soil or miscellaneous areas. A map unit is identified and
named according to the taxonomic classification of the dominant soils. Within
a taxonomic class there are precisely defined limits for the properties of the
soils. On the landscape, however,the soils are natural phenomena,and they
have the characteristic variability of all natural phenomena. Thus,the range
of some observed properties may extend beyond the limits defined for a
taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can
be mapped without including areas of other taxonomic classes. Consequently,
every map unit is made up of the soils or miscellaneous areas for which it is
named and some minor components that belong to taxonomic classes other
than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils
in the map unit, and thus they do not affect use and management.These are
called noncontrasting, or similar, components. They may or may not be
mentioned in a particular map unit description. Other minor components,
however, have properties and behavioral characteristics divergent enough to
affect use or to require different management. These are called contrasting,or
dissimilar,components. They generally are in small areas and could not be
mapped separately because of the scale used. Some small areas of strongly
contrasting soils or miscellaneous areas are identified by a special symbol on
the maps. If included in the database for a given area,the contrasting minor
components are identified in the map unit descriptions along with some
characteristics of each. A few areas of minor components may not have been
observed,and consequently they are not mentioned in the descriptions,
especially where the pattern was so complex that it was impractical to make
enough observations to identify all the soils and miscellaneous areas on the
landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to
delineate pure taxonomic classes but rather to separate the landscape into
landforms or landform segments that have similar use and management
requirements.The delineation of such segments on the map provides sufficient
information for the development of resource plans. If intensive use of small
areas is planned, however,onsite investigation is needed to define and locate
the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit
descriptions. Each description includes general facts about the unit and gives
important soil properties and qualities.
Soils that have profiles that are almost alike make up a soil series. All the soils
of a series have major horizons that are similar in composition,thickness, and
arrangement. Soils of a given series can differ in texture of the surface layer,
slope, stoniness, salinity, degree of erosion, and other characteristics that
affect their use. On the basis of such differences, a soil series is divided into
soil phases. Most of the areas shown on the detailed soil maps are phases of
soil series. The name of a soil phase commonly indicates a feature that affects
use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a
phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous
areas.These map units are complexes, associations, or undifferentiated
groups.
A complex consists of two or more soils or miscellaneous areas in such an
intricate pattern or in such small areas that they cannot be shown separately
on the maps.The pattern and proportion of the soils or miscellaneous areas
are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes,
is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of
present or anticipated uses of the map units in the survey area, it was not
considered practical or necessary to map the soils or miscellaneous areas
separately. The pattern and relative proportion of the soils or miscellaneous
areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is
an example.
An undifferentiated group is made up of two or more soils or miscellaneous
areas that could be mapped individually but are mapped as one unit because
similar interpretations can be made for use and management. The pattern and
�nf2 nnrIn11Z '7.no AAA
Web Soil Survey bttp://websoilsurvey.nres.usda.gov/app/WebSoilSurvey.asp:
.31 41 :4 a -W a# r .vi k•y f .a' 1,,;,� r ....
i;�llt.r:tt�t.tli:i' •t+rs�.e.:��t;tci-� t: ri �"�„",""
Map Unit Description X
Contact Us Subscribe Archived Soil Surveys A
Printable Version
Area of Interest (AOI) Soil
-M aQ___
_- Report -- Map Unit Description
car
Hampshire County, Massachusetts, Central Part
Search 96A—Hadley silt loam,0 to 3 percent slopes
Map Unit Setting
Map Unit Legend National reap umt, symbol: 9b02
Near? 40 to 50 inches
glean annual air temperature: 45 to 52 degrees F
Frost-free period: 140 to 240 days
Hampshire County, Massachusetts,Central Farmland classification: All areas are prime farmland
Part(MA6O9) `
Map Unit Composition rt
Map Map Unit Name Acres in Perc
Unit AOI of A hadley and sir7rfar soils: 35 percent
Symbol 1ri;7or components. 15 percent
1 Water 3,869.6 2. ;estimates are based on observatio,>>, descrrpticns, and trai7sects of
2A Pootatuck fine sandy 1,564.2 1.
the mapunit.
loam, 0 to 3 percent Description of Hadley
slopes Setting
4A Rippowam fine sandy 1,330.2 0. Lanaform: Flood plains
3"1
loam, 0 to 3 percent Landforn7 posrr'or, (t:,o-danensior7al): Toeslope
slopes L,andforr7,posit or, (thee-dr 7 e sional): Tread
5A Saco silt loam, 0 to 3 819.9 0. ^,Or'»-slope sr7ao,e Linear
percent slopes Across-s/o,:oe shape: Linear
Parent maters/: Friable coarse-silty alluvium
8A Limerick silt loam, 0 to 3 2,152.9 1.
percent slopes Typical profile
tie - 0 to 1y inches: silt loam f✓1)� fs v{i 1�>� 3iArr ole�� ��.
12A p percent silt loam, 0 to 3 684.7 0. H2 - 11 to 6S inches silt loam /
percent slopes
H3 - 6S to 7 ru b
ches; arn y fine sand l
14A Scitico silt loam, 0 to 3 2,265.6 1.
Properties and qualities
percent slopes
Slope: 0 to 3 percent
30A Raynham silt loam, 0 to 2,155.6 1. Depth to restrictive feature: More than 30 inches
3 percent slopes
Natura'drag 7 age c/ass., G',`ell drained fir.
31A Walpole sandy loam, 0 to 3,590.6 2. Runoff class: Lovl
3 percent slopes Capar_ity of the mc)st trmiting layer to trar7srnit ,,.,ater ,Ksat):
39A Scarboro mucky fine 827.0 0. Moderately high to high (0.60 to 2.00 in/hr)
sandy loam, 0 to 3 Deptn to water tao/e: About 4S to 72 inches
percent slopes Fre;l,uency of floodrq: Occasional
Frequency ofpondu7g: None
51A Swansea muck, 0 to 1 874.2 0. Available ;vater storage in High (about 10.5 inches)
percent slopes
52A Freetown muck, 0 to ]. 1,741.7 1. Interpretive groups
Land cap3b&ty ciassifrcarion (irrigated): None specified
ar7d cao3bii'ty classi,ication (nor?--igatedv!: 1
FOIA I Accessibility Statement I Privacy P Hydrologic Soil Group: B -
Minor Components
Winooski
Percer7.t o`;iiap uri;t: 10 percent
Suncook
Percent of crap unit: 5 percent
Description — Map Unit Description
Detailed Soil Map Units
The map units delineated on the detailed soil maps in a soil survey represent
the soils or miscellaneous areas in the survey area.The map unit descriptions
in this report, along with the maps, can be used to determine the composition
and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or
1 of an/')nlrs 7•a4 An,
DiamondPier
FOUNDATION SYSTEM
RESIDENTIAL DIAMOND PIER LOAD CHART
Bearing in 2000 psf Sands/Gravels' 3600# 3600# 3600# 5150# 5850#
Bearing in 1500 psf Sifts/Clays' 2700# 2700# 2700# 3870# 4400#
Equivalent Bearing Area 1.8 sf 1.8 sf 1.8 sf 2.58 sf 2.93 sf
Sale Area Comparison 18'cylinder 18'cylinder 18•cylinder 21'cylinder 23'cylinder
Uplift 670# 920# 1175# 1215# 1380#
Lateral 575# 820# 1070# 1150# 1310#
Frost Zone Rating 12'2,C 30°-42' 48' 48' 60'
NOTES:
1. Values applicable in properly drained,sound soils with a minimum 1500 psf bearing capacity. See IRC
Table R401.4.1 for bearing soils listing and Table notes.
2. For simple structures only. No asymmetrical, rotational,overturning, or dynamic loads. For additional
information,see the full Diamond Pier Installation Manual.
3. All capacities use four pins of the specified length per foundation. Length includes that portion
embedded within the foundation head.
4. DP-50 uses defined in paragraph 2.0 of ESR-1895 and per blue-bordered box above are limited to
residential decks, covered decks, stairways, and walkways. For DP-50 uses beyond these types of
projects, and for DP-75 applications, refer to Cross Pin Group Test Report(EEI Report No. 07-020-8).
See Note 1 for applicable soils.
5. 50" Pins are recommended for use with the DP-50 where uplift and/or lateral loads may govern. The
DP-50 comes with a 1/2"diameter embedded galvanized anchor bolt. The DP-75 comes with a 5/8"
diameter embedded galvanized anchor bolt.
6. The Diamond Pier system is a shallow bearing technology that does not require"refusal'or"friction"
resistance, or the professional installation monitoring or special inspection typically associated with
conventional vertical or battered piling.
7. Larger Diamond Pier models are available-DP-100E and DP-200E. For these larger pier sizes, site-
specific soils information and foundation loads must be determined by a registered design professional
and provided to PFI for calculated foundation capacities.
®2015 Pin Foundations,Inc.All Rights Reserved
4810 R Fosdick Dr NW,PMB 60 PIN FOUNDATIONS INC Toll Free: 866-255-9478
Gig Harbor,Washington 98335 Main Office: 253-858-8809
www.pinfoundations.com General Email: info@Pinfoundations.com
ESR-1895 1 Most Widely Accepted and Trusted Page 2 of 2
5.1 The pier foundation assemblies must be installed in 5.6 Use of the pier foundation assemblies where soil
accordance with the Pin Foundations published constituents, changing water levels or other factors
installation instructions,the IRC and this report. In the indicate possible deleterious effects on the pier
event of a conflict between this report and the Pin foundation assembly, is beyond the scope of this
Foundations published installation instructions, this report.
report governs. 5.7 Use of the pier foundation assemblies is limited to
5.2 Wood in contact with the concrete pier and precast structures regulated by the IRC.
steel bolt must be protected against decay and 6.0 EVIDENCE SUBMITTED
subterranean termites in accordance with 2012 and
2009 IRC Sections R317 and R318, and 2006 IRC Data in accordance with the ICC-ES Acceptance Criteria
Sections R319 and R320, as applicable. Compatibility for Precast Concrete Pier Foundation Assemblies(AC336),
of the concrete pier and precast steel bolt with wood dated August 2013.
treatments not described in 2012 and 2009 IRC
Sections R317 and R318; and 2006 IRC Sections 7.0 IDENTIFICATION
R319 and R320, as applicable must be established Each pallet of Diamond Pier DP-50 precast concrete piers
based on a current ICC-ES evaluation report on the is labeled with the Pin Foundations, Inc., name and
wood treatment. address; the product name (Diamond Pier DP-50); the
5.3 In areas requiring frost protection, pier foundation evaluation report number (ESR-1895); the manufacturing
assemblies used as described in Section 2.0 may be date and lot number; and the phrase, "For Use with One-
connected to and supported by a dwelling when and Two-Family Dwelling Construction Only."
approved by the code official. Each bundle of bearing pins is labeled with the Pin
5.4 The bearing capacity of the site soil must be Foundations, Inc., name and address; the product name
determined in accordance with IRC Table R401.4.1. If (Diamond Pier DP-50); the evaluation report number
presumptive soil capacity cannot be assumed in (ESR-1895);and the phrase, "For Use with One-and Two-
accordance with the IRC Table R401.4.1, the code Family Dwelling Construction Only."
official may request a soils report.
5.5 The capacity of the pier foundation assembly to resist
lateral and/or uplift loads was not evaluated for this
report.
R__,
i
I
FIGURE 1—DIAMOND PIER DP-50
ICC EVALUATION
SERVICE Most Widely Accepted . .
IMES Evaluation Report ESR-1895
Reissued December 1, 2013
This report is subject to renewal December 1, 2015.
www.icc-es.org 1 (800)423-6587 1 (562)699-0543 A Subsidiary of the lntemational Code Council®
DIVISION:3100 00—EARTHWORK content (percent by volume of concrete) of not less than
Section:3160 00—Special Foundations and Load- 5 percent nor more than 7 percent, in accordance with IRC
Bearing Elements Section R402.2.
REPORT HOLDER: 3.2.2 Precast Steel Anchor Bolt: The steel anchor bolt
that is precast into the center of the top of the pier
PIN FOUNDATIONS,INC. measures a minimum 112 inch (12.7 mm) in diameter and
4810 PT.FOSDICK DRIVE NW complies with ASTM A307 as Grade A.
PMB 60 3.2.3 Steel Bearing Pins: The four steel bearing pins
GIG HARBOR,WASHINGTON 98335 supplied with each pier foundation assembly are made of
(253)858-8809 Type E, Grade A (electric-resistance-welded), Schedule
www.ginfoundations.com 40, galvanized steel pipe complying with ASTM A53; have
a nominal 1-inch diameter [1.315-inch (33.4 mm) outside
EVALUATION SUBJECT: diameter; 0.133-inch nominal wall thickness]; and have a
minimum nominal length of 36 inches.
DIAMOND PIER OP-60 PRECAST CONCRETE PIER 4,0 DESIGN AND INSTALLATION
FOUNDATION ASSEMBLY
4.1 Design:
1.0 EVALUATION SCOPE When installed in accordance with this report, each pier
Compliance with the following codes: foundation assembly, installed with the minimum nominally
36-inch-long bearing pins, provides a 1.8-square-foot
2012,2009 and 2006 International Residential Code®(IRC)
(0.17 m ) bearing area for supporting gravity loads in soils
Property evaluated: having an allowable 1500 psf (71.8 kPa) or 2000 psf
Structural (95.8 kPa) bearing capacity in accordance with IRC Table
R401.4.1.
2.0 USES 4.2 Installation:
The Diamond Pier DP-50 precast concrete pier foundation The site soil is prepared by digging a hole with a conical
assembly is used as a foundation for the support of gravity shape, approximately the shape of the base of the
loads for exterior decks, including covered decks, elevated concrete pier and slightly deeper than the pier itself,
walkways and stairway constructions regulated by the IRC. leaving loose soils directly below the pier. The pier is
The pier foundation assemblies are permitted for use in positioned in the hole to its midpoint, and braced as
any of the weathering classifications defined in IRC Figure needed to plumb. The bearing pins must then be slid
R301.2(3). through the holes in the pier, and driven into the soil as
3.0 DESCRIPTION recommended in the Pin Foundations published installation
3.1 General: instructions,leaving 3/4 inch(19.1 mm)of the pin protruding
from the upper surface of the pier. Once the dead loads
The concrete pier foundation assembly consists of a have been applied to the pier assembly, the length of the
factory-fabricated, diamond-shaped concrete pier that has protruding bearing pin must be verified and adjusted as
a steel anchor bolt precast into the center of the top of the necessary to 3/4 inch (19.1 mm). The exposed end of the
pier; and steel bearing pins which are jobsite-installed bearing pins must then be capped and sealed as
through holes precast in each pier, and driven into the soil. recommended in the Pin Foundations published installation
See Figure 1. instructions. The minimum spacing of the installed pier
3.2 Materials: foundation assemblies is 3 feet(0.91 m)on center.
3.2.1 Concrete Pier: The concrete piers measure 6.0 CONDITIONS OF USE
10 inches (254 mm) by 10 inches (254 mm) by 11 inches The Diamond Pier DP-50 precast concrete pier foundation
(279 mm), weigh approximately 50 pounds (22.7 kg), and assemblies described in this report comply with, or are
are formed from air-entrained, normal-weight concrete. suitable alternatives to what is specified in, the code
The air-entrained concrete has a minimum compressive indicated in Section 1.0 of this report, subject to the
strength of 5500 psi (37.9 MPa)at 28 days, and a total air following conditions:
ICY'-t.S Evaluation Reports are not to be construed as representing aesthetics or my other attributes not specifically addressed nor are they to be construed
as an enikwsemeni of the subject of the report or a recommendation for its use.There is no warranty by XC Eraluathm Service,l i.C,express or implied as
to airy.finding or other matter in this report,or as to any product cmered by the report
Copyright 0 2013 Page 1 of 2
~
/
v
ELEVATION Wl PINS `V\
PLAN VIEW W1 PINS
WEI'G,hT 74 L55. (CONCRETE ALONE)
1 1 .5 INCHES SQUARE AT MIDPOINT 5imp5on A5 Style
�
13 INCHES HIGH
BRACKET SEAT 5-5/1 G"SQUARE PIN CAP5
GRADE (In5tall Pier to Midpoint or deeper)
EX15TING SOILS
1-1/4" NOM. DIAMETER GALVANIZED PIPE
LENGTH VARIE5 WITH 501L CONDITIONS
SEE MANI-IffACTUREK5 CAPACITY GUIDELINES
DIAMOND PIER DP-75F US PAT. #5039256, #6578333, & 7326003
COPYRIGHT. 02012 PIN FOUNDATIONS, INC.
AU DgrMLS IN WHOLN, OR JW PART,
OR A"POMON MAW?AM COPMCMSD
BY PIN FOUNDAITONS, INC. AND MAY 89 UM
BY MR RfC7PJrNr OR MEM ASSMNS POR GIG HARBOR, WASHINGTON
r-yubooMuU btt» j—
let ithomas-04,m`ovm | Download - 2 mx
7**!&+l��
� `^�_�_'
April 3, 2015
Jonathan Thomas
B7 Bridge Street
Northampton, kxAo,o6*u4z}
VIA EMAIL
�600,a4�yI/��o��cu'nj
RE: Bridge Street Porch Footings
Dear Jonathan,
We have reviewed the information provided by you and your builder related to the selected pier
footings.Our understanding is that your proposed porch will require twelve (12)of the Diamond Pier
footings,specifically the DP'75 model with 5o" pins. Assuming the block portion of the footings are
approximately one (`)cu'ft.and the four (0 pins disturb u diameter vfnn more than x'mas they are
driven,the total volume displaced is approximately o.6 cu-yd for the project. Other dimensional
assumptions are shown on the attached diagram.
We hope this meets your needs for preliminary discussions with the relevant agencies. As you
understand their requirements please contact Matt Nowak in our office to coordinate additional
assistance.
5incr,r|y.
New England Environmental, Inc.
�
Kenm& Vc[aUrn. PE
[10 Engineer
0-do px
City of Northampton Mail -Re: let_jthomas_04.03.15.pdf https://mail.google.com/mail/u/0/?ui=2&i1c--3921 lafc3d&view=pt&se...
Charles Miller<cmiller @northamptonma.gov>
Re: Iet_jthomas_04.03.15.pdf
1 message
Sarah LaValley <slavalley @northamptonma.gov> Tue, Apr 7, 2015 at 2:10 PM
To: Jonathan Thomas <thomasjb333 @icloud.com>
Cc: Jodie Nolan <jodie.nolan09 @g mail.com>, Stephen Sawicki <stephensawickijr @yahoo.com>, Charles Miller
<cmiller @northamptonma.gov>
Hi Jonathan-
Thank you. This work is below the one cubic yard threshold for which the Conservation Commission has
already voted is a'de minimis'impact within the floodplain,so no additional review is required.
-Sarah
Sarah I.LaValley
Conservation,Preservation and Land Use Planner
City of Northampton
Office of Planning and Sustainability
210 Main Street,Room 11
Northampton MA,o1o6o
413-587-1263
On Mon, Apr 6, 2015 at 8:56 AM, Jonathan Thomas <thomasjb333 @icloud.com> wrote:
To: Sarah Lavalley
Hampshire County Conservation Commission
From: Jonathan Thomas and Jodie Nolan
337 Bridge Street, Northampton, MA 01060
413-230-8499
We are requesting a building permit for our deck project at 337 Bridge. Please review the attached letter
and advise us of procedures to follow from this point.
Thanks very much for your assistance in this matter.
Sent from my iPad
1 of 2 4/7/2015 2:16 PM
City of Northampton 212 Main Street, Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111, S 150A.
Address of the work: 33) Ivry&e Sire-c7-
The debris will be transported by:
-ie-
e debris will be received b -S s 'e
Th : K Y
Building permit number:
Name of Permit Applicant sl'e
L�L 1t5- "�WA r
Date Signature of Permit Applicant
City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building vl'.,.
Northampton, MA 01060 ss 1`titi
INSPECTOR
Louis Hasbrouck Chuck Miller
Building Commissioner Assistant Commissioner
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her
construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which
he/she resides or intends 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 home owner."
The building department for the City of Northampton wants any person(s)who seek to use the home
owner exemption, to act as their own construction supervisor, to be aware that by doing so you
become responsible for compliance with state building codes and regulations. The inspection
process requires that the building department be called to inspect work at various stages, which include
foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection
_(before work is concealed), insulation inspection (if required) and a final building inspection
The building department requires these inspections before the work is concealed, failure to secure
these inspections can result in failure to obtain a certificate of occupancy until the work can be
inspected.
If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be
responsible to make sure that the trades hired secure their proper permits in conjunction to the building
permit issued, and that they get their required inspections. Failure of the individual trades to secure
the permits and inspections as required can DELAY the project until such time as the proper permits
and inspections are made
1, understand the above.
(Home owner/resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit issued to me.
Date
Address of work location
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information >(� / -� Please Print Legibly
Name (Business/Organization/Individual): �p�p,, o o i c�` .�J -
Address: Ad
City/State/Zip: P 1 di sli, rw QQ3 I Phone #: of?7-931-S'Z 0 Cle���s'v - B.) t -"00
Are you an employer? Check the appropriate box: Type o roject(required):
1.El am a employer with 4. E] I am a general contractor and I 6. New construction
employees (full and/or part-time).* have hired the sub-contractors
2.� listed on the attached sheet. 7. ❑ Remodeling
I am a sole proprietor or partner-
ship and have no employees These sub-contractors have g, ❑ Demolition
working for me in any capacity. employees and have workers' 9. ❑ 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.❑ Roof repairs
insurance required.] t c. 152, §1(4), and we have no
employees. [No workers' 13. Otherp�,
comp. insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
tHo meowners 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 my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy 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 ciT under he pains and penalties ofperjury that the information provided above is true and correct.
Si ature: Date: 7
Phone#: 9 9Ici - s7 b2 ce1C t, Svl —V-6 =-6Q-?)--
Official use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone#:
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: ( Not Applicable £
Name of License Holder: Q •-06'3,SCT
License Number
6 5/o e r, � (�.� +2d., P�I: I��s�v�, , o,33(
Ad e s Expiration Date
`2 39 62 (V O
Signatunt Telephone
9.'Registered(Home Imp"rovemerit`/Contractor „_ Not Applicable £
STS "N� �i�i�7 c U �'' J i5 o
Company Name ii Registratiion Number
SYO �i u ern f U� R d Pot-N ,I," A14. of33I - ,
Address 1 Expiration Date
i
Telephone'I?Y-935-5-9 b 7
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes....... £ No...... £
11. Home Owner:EXemption
The current exemption for"homeowners"was extended to include Owner-occupied 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 bnildin2 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 2f Replacement Windows Alteration(s) Roofing
Or Doors
Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [ Siding[o] Other[O]
Brief Descry do Proposed '" (� ii J
Work: ki", A I--X S-b �Cc K O`�/ l)u4Se. w gJt(/ S+1�c65 Uw �f lfVrrt��
Alteration of existing bedroom Yes i/ No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes (/ No
Plans Attached Roll -Sheet
saIf New hou se and or`addtion fo exisfiing houaing; 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?
d. Proposed Square footage of new construction. Dimensions
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 1)e J'C.
i. Is construction within 100 ft. of wetlands? Yes No. 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
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
J&VX a l n l l Yl p as Owner of the subject
property /_
hereby authorize �40 L1n 5/�tr
to act on behalf, in all rnafters relative to work authorized by this building permit application.
417//
Signature of Jbw er Date
as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Vt
Print Nam
Signature o O ner/Agent Date
. `
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
T�is column to be filled in by
Building Department
Lot Size
Setbacks Front
Building Height
Bldg.Square Footage 01'0
Open Space Footage %
(Lot area minus bldg&paved
#of Parking Spaces
(volume&Location)
A. Has a Spyziat Pennit/Vahance/Rnchngoverbeenhsuedfor/onthesite?
�~� x�\
NO �/� DONTKNOVY t_� YES «��
|F YES, date issue&
IF YES: Was the permit recorded at the Registry ofDeeds?
NO x�� YY DONlKNU 'ES
���
IF YES: enter Book PageL and/or Document#
��
B. Does the site contain abrook, body of water or*edands? NO ��y DON7KNOVY «_� YES
IF YES, has permit been or need to be obtained from the Conservation Commission?
Needs tobeobtained ���~� ��
Obtained �~� ' Date Issued:
C. Do any d ��signs 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 0 NO
IF YES, describe size, type and location: / !
E. Will the construction activity disturb(clearing, grading aUon.nr filling)over 1 acre orisit part ofu common plan
Uha�v�||distudbover1o�re? YEGK ) NO &.`�,�)
' `.'
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
^ '^
Department use only i
City of Northamptontatus,of
Building Department Ctrrb Cut/Drlueway Petmlt us '�
212 Main Street SewerlS�pticAvaitabllrty
ME
:
f----?� -- j
Room 100 Watec/V�tellAria�labihty`
'i orthampton, MA 01060 Two sets of StruGtr�ral Plans
so
7
20I6ho ' 3-587-1240 Fax 413-587-1272 PIot/Site Plari '
h
Other�Specify '.:
C ric, umbin &
Nortl � webN TRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE.INFORMATION
1.1 Property Address: Thls section to be completed by.office
p i
3�7 Ohi tic�c ST• Map Lot Unit
�IIJ� ��i„ N�,,�� � /►,t (� It76 • zone overlayD►stnct
Elm St::Distract . . CB Distract
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
lQgA- jq., 4- .O (� .I pOP,% �R l"AtPt
Q l
Name ri Current Mailing Address:
Telephone
Signatu
2.2 Authorized Agent:
STeek'e' SA-cj o ef-I (Ake , `? 0ijQsTv,-11, 'fin 4. 01331
Name(Pri n Current Mailing Address:
1A 1111"- Sob - �d�b-OV2 --
Signature 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
Construction fromm 6
3. Plumbing Building Permit Fee 1
4. Mechanical(HVAC) / or-
5. Fire Protection
6. Total=(1 +2+3+4+5) o 'Sys-.6 Check Number
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature: _
Building Commissioner/Inspector of Buildings Date
File#BP-2015-0945
APPLICANT/CONTACT PERSON STEPHEN SAWICKI JR
ADDRESS/PHONE 540 QUEEN LAKE RD PHILLIPSTON01331 (978)939-5867
PROPERTY LOCATION 337 BRIDGE ST
MAP 25A PARCEL 109 001 ZONE SC(80)/URB(20)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building,Permit Filled out CIO I
Fee Paid
Typeof Construction: CONSTRUCT 12 X 56 REAR DECK WI/8 X 11 SHED UNDER
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure --
Building Plans Included:
Owner/Statement or License 063598
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF9RMATION PRESENTED:
y/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
io elay
/�/—/cam ~Ar
Sig re of Build' g icial 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.
337 BRIDGE ST BP-2015-0945
GIS#: COMMONWEALTH OF MASSACHUSETTS
MQ:Block:25A- 109 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: Deck BUILDING PERMIT
Permit# BP-2015-0945
Project# JS-2015-001828
Est. Cost: $30846.00
Fee: $120.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: STEPHEN SAWICKI JR 063598
Lot Size(sa. ft.): 45302.40 Owner: THOMAS JONATHAN
zonin : SC(80)/URB(20)/ Applicant: STEPHEN SAWICKI JR
AT. 337 BRIDGE ST
Applicant Address: Phone: Insurance:
540 QUEEN LAKE RD (978) 939-5867
PHILLIPSTONMA01331 ISSUED ON:411512015 0:00:00
TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 12 X 56 REAR DECK WI/8 X 11
SHED UNDER
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 4/15/2015 0:00:00 $120.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner