06-064 (12) 2 BEAVER BROOK LOOP-LOT 15 BP-2017-0304
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 06-064 CITY OF NORTHAMPTON
Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category:New Single Family House BUILDING PERMIT
Permit# BP-2017-0304
Project# JS-2017-000507
Est. Cost: $519000.00
Fee: $1432.50 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
use Group: KEITER BUILDERS 102457
Lot Size(sq. ft.): Owner: CARMODY BRAD&REISS VALERIE
zoning: Applicant: KEITER BUILDERS
AT: 2 BEAVER BROOK LOOP - LOT 15
Applicant Address: Phone: Insurance:
35 MAIN ST (413) 586-8600 0 WC
F L O R E N C E M A01062 ISSUED ON:9/21/2016 0:00:00
TO PERFORM THE FOLLOWING WORIGNEW SINGLE FAMILY HOUSE, 2 -1/2 BATHS,
2,380 SQ FT WITH ATTACHED GARAGE
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 it 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:
FeeTeDe: Date Paid: Amount:
Building 9/21/2016 0:00:00 $1432.50
212 Main Street,Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-0304 Q N l� OK
APPLICANT/CONTACT PERSON KEITER BUILDERS f Jbl'
ADDRESS/PHONE 35 MAIN ST FLORENCE (413)586-8600 Q 1)
99."‘-
PROPERTY LOCATION 2 BEAVER BROOK LOOP-LOT 15
MAP 06 PARCEL 064 000 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid /� ✓ )5 '
Li 33, 50
Building Permit Filled out l../li J (f J "/ /
Fee Paid
Typeof Construction: NEW SINGLE FAMILY HOUSE,2-1/2 BATHS,2,380 SOFT WITH ATTACHED l 16
GARAGE
New Construction
Non Structural interior renovations
Addition to Existine
Accessory Structure
Building Plans Included:
Owner/Statement or License 102457
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF RMATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance'
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition I ay
Signature of Building Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of
Planning&Development for more information.
Department use only
City of Northampton Status of Permit:Building Department Curb Cut/Driveway Permit
212 Main Street Sewer/Septic Availability
Room 100 Watertyvati Availability
Northampton, MA 01060 Two Sets of Structural Plans
phone 413-587-1240 Fax 413-587-1272 PloV$ite Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1-SITE INFORMATION
1.1 Prouedv Address f' 1 /1?641 5,3,1k I This section to be completed by office
iea,ve r d6" JJ!/0,'{4N :n om- Laic Map Lot Unit
4--404
�/ / Yn ' Zone Overly District
Ir)�- f 1
Elm St.District CD District _
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
4, _, . . + .fine . 3 19 / ra
kvn A `fm^"-
Name(Print) Current Mailing Address:
Q (Ai loci a r y ir
see uoahAQ $( Gst ,F TeleFnane
Signature ..
2.2 Authorized Aaent-
Keifer Builders, Inc 35 Main St Florence, MA
Na nnil Current Mailing Address:
President. KB[ 13-5$tr8600
Si ature 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 Ib)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5.Fire Protection I
6. Total=(1 +2+3+4 +5) I6/9 CIO Check Number S3 6'S X 4091, 60
This Section For Official Use Only
Building Permit NumberDate
(saved
Signature:
Bulltlirs Cemmissiormeinspector of Buildings Dale
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required h}Zoning
R This column to be filled In by
Building Department
Lot Size 25 , 6,32_ ¢e 25 , 632 [6
•
Frontage 166 / 166
Setbacks Front
Side L__R L: 5-5/ R: `t5
Rear 25
Building Height 111 /
Bldg.Square Footage `k 2,3804 9 Ye
Open Space Footage 9n
ctol area minus bldg&paved 21, 2454 85
70
parkingI
of Parking Spaces / 2
Fill:
(volpme&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO Q DON'T KNOW O YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO Q DONT 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 Q DON'T KNOW O YES Q
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Q Obtained Q , Date Issued:
C. Do any signs exist on the property? YES Q NO O
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ? YES Q 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? YE` Q NO O
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing n
Or Doors
Accessory Bldg. ❑ Demolition ❑ New Signs L]] Decks ri Siding[]j Other jD]
Brief Description of Proposed New Home
Work:
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
Ga. If New house and or addition to existing housing. complete the following:
a. Use of building :One Family X Two Family Other
b. Number of rooms in each family unit. 61/
Number of Bathrooms 2. - 2- b4 I H--
c.
]'c. Is there a garage attached? YES
d. Proposed Square footage of new construction. 1 B`O -t 52o Dimensions 30 rx wo'fse 26'r to/ FAN 4Z
e. Number of stories?
f. Method of heating? k6AI PUwtP /fU2� - Fireplaces rWoodstoves fl A5 'P Number of each L
g. Energy Conservation Compliance. `v
F$ Masscheck Energy Compliance form attached? ins
h. Type of construction WOOD fa4Nne
i. Is construction within 100 ftof wetlands? Yes NO No. Is construction within 100 yr. floodplain YesN_ao
2 /1
j. Depth of basement or cellar floor below finished grade 8L
k. Will building conform to the Building an 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/ � APPLIESorFOR BUILDING PERMIT
I, Kl(a n/` (p(/�t.C.r�r/`� as Owner of the subject
property
hereby authorize Keller Builders, Inc
to act on my hehmf �n xl matters relgtive to work aut rized by this building permit application.
G-whw4- 9A/! 6
Signature of Owner Date
.1111111
Keifer Builders Inc 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.
Scott Keiter
Name
.L�oO-'_L President, Keiter Builders, Int. 08.01.16
Signature of Owner/Agent Date
I SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction SuDervlaort Not Applicable ❑
Nemeot License Homer:$colt Keifer CS-102457
License Number
51A Hatfield St Northampton. MA 01060 6.20.17
Addres�J Expiration Date
�f�^y"Ss•. President.Keller Builders,Inc 413.586.8600
Signature Telephone
9.Reai$lered Home Improvement Contractor Not Applicable
Keller Ruddnra Inc 175168
Company Name Registration Number
15 Main Sheet Florence, MA 01062 4.29.17
Address Expiration Date
Telephone413.55$.8600
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C. 152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the budding permit.
Signed Affidavit Attached Yes el No 0
11. - Home Owner Exemption
The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
ys supervisor.CMR 780, Sixth Edition Section 10$t 0-1-
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 he,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 Buildine 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 lime 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 Annotates!.youmay 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,Slate and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
Williamsburg, MA
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: heco 6,41, Imo— Lei 1 S
The debris will be transported by: Keifer Builders Inc
The debris will be received by: Duseau Trucking
Building permit number:
Name of Permit Applicant Keifer Builders Inc
08.23.16 �i!/I President,Keifer Builders, Inc
Date 000 Signature of Permit Applicant
The Commonwealth of Massachusetts
ire Department of Industrial Accidents
l Office of Investigations
�_j I Congress Street,Suite 100
_ Boston,MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Keiter Builders, Inc
Name(Business/Organization/Individual):
Address:35 Main Street
City/State/Zip: Florence, MA 01062 Phone#:413.586.8600
Are you an employer? Check the appropriate box: Type of project(required):
1. I am a employer with 18 4. 0 I am a general contractor and I
employees(full and/or part-time).*
have hired the sub-contractors 6. ® New construction
listed on the attached sheet. 7. 0 Remodeling
2.0 I am a sole proprietor or partner-
ship and have no employees These sub-contractors have 8. a Demolition
working for me in any capacity. employees and have workers'
9. Building addition
[No workers' comp. insurance comp. Insurance.
required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions
3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions
myself. [No workers' comp. right of exemption per MGL. 12.0 Roof repairs
insurance required.] * c. 152, §1(4),and we have no 13.61 Other
employees. [No workers'
comp. insurance required.]
*Any applicant That checks box#1 muss also fill out the section below showing their workers'compensation policy information.
" Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a nen 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. lithe subcontractors 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:Arbella
Policy#/C or Self
*-ins. Lic. #;9127440615 _ / Expiration Date:6'11 '17
o tc
Job Site Address: JQL(,✓ /mak I S A-10 (,O 1- 1 r City/State/Zip: Northampton
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, rtifyf under the pains and penalties of perjury that the information provided above is true and correct.
G��1 08.22.16
Si•nature:r President, Kciter Builders, Inc. Date:
Phone#: 413.586.8600
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):
I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
Contact Person: Phone#:
A Le CERTIFICATE OF LIABILITY INSURANCE WOE(MA 2016 DNYVY,
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed, If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require en endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(M.
PRODUCER CONTACT Cynthia Henderson, CISR
E
NAMYl+ _.........
Webber S GrinnellEn a 0. (413)566-011.1Out Nil;"PIS"-"In
e North King Street yba oI. ;chenderson@webberandgrinnell m
INSUREMS)AFFORDINO COVERACiE NAIL X__
Northampton NA 01060 INSURER A:Attalla Protection 41360
INSURED INSURER
-%
Keiter Builders, Inc, INSURER c. _. -. .........-- --_..! .. --
Attn: Scott Keiter INSURER O:
35 Main Street INSURER E'.
Florence MA 01062 INSURERF: I
COVERAGES CERTIFICATE NUMBER3faster Sep 2017 REVISION NUMBER:
THIS i5 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR - -- - - ADOL.SUBR. -- - - POLICY EFF POLICY LW
LTR TYPEOF INSURANCE IPSO WTD POLICY NUMBPft I tMWOUJVYTY! IMM9D YYYYV LIMITS
R COMMERCIAL GENERAL La&LRY I
__ _ _... ERG OCCURRENCE 4 ....... 1.000.900
DAMAGE TO RENIEe
A ` _ _MN/OS-MADE Xs OCCUR _PREMISES IF&V.wnencel 15 300,000
I
•
1.5500064186 6/1/2016 6/1/2017 L44 MED EXP(Any Caw Pers ) $ 5,000
1 _ _ i i FPERSONAL&ADP INJURY 3 1,000,000
LGEMLAGGREGATE DMITAepLIES PER ( I GENERAL AGGREGATE S 2,000,000
.E POLICY`,] F 1 LRC mooucrs.COMPIOP AGO'E 2,000,000
AUTOMOBILE LIABILITY I I COMBINEOSNGLF LIMIT 16 1,000,000
A ANY AUTO BOOL INJURY(Pe,person) S
OWNED SCHEDULED y0z002s2ev01 16/1/2016 6/1/]037 .SOW,' WUReezuul sAMIAOS
`CN-OVVNE0 ,PROPS' n DAMAGE _.
X I HIRED AUTOS =a_]AUTOS II(Per annnle 9 .. S
IMti pamen(s S 5,000
R UMBRELLA LIAR [)LOUR `EACH OCCURRENCE IS 5,000 000
A ',� EXCESS LIAB CLAIMS-MADE •
AGGREGATE 6 5,00 E00
OIMD j p RETENoONS 30,0001 8600064199 1 6/1/2016 6/1/2017 i 0 0
5
i WORNERL COMPENSATION i i ' X STATUTE 0TH
I ANOEMPLOYER6 LIABILITY Y/HI
IANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT TS_ 1000,000
A ''OFFCERMEMBER EXCLUDED" IsN; N/A
',Mandatory
Mandatory In NH) 19127440615 6/11/2016 6/11/2017 ' E L.DISEASE-EA EMPLOYEES 10000000
OESal
OFOPERAT LGN<tloltµ IEL DI$FAGE.POLICY LINITIS 1,000,000
i
DESCRIPTION OF OPERATIONS/LOCATIONS(VEHICLES (ACORD 101,Additional Remarks Snhedule,may)be ansehed II more apace it required)
n.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
FOr Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS,
AUTHORIZEDREPRESENTATIVE
C Henderson, CISR/CIN �"" `�— ._..-•
IS 1988-2014 ACORD CORPORATION. All fights reserved.
ACORD 25(2014/41) The ACORD name and logoare registered marks of ACORD
INS0/5 nn.mna
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strictly in accordance with the Payment Schedule in this Agreement, or if Owner repeatedly fails or refuses to furnish
Contractor with access to the job site and/or product selections or information necessary for the advancement of
Contractor's work. Simultaneous with stopping work on the project, the Contractor must give Owner written notice of the
nature of Owner's material breach of this Agreement and must also give the Owner a 14-day period in which to cure this
breach of contract. Owner to follow this same notice procedure with Contractor if Owner alleges Contractor is in material
breach of this Agreement.
If work is stopped due to any of the above reasons (or for any other material breach of contract by Owner) for a period of
14 days, and the Owner has railed to take significant steps to cure his default, then Contractor may, without prejudicing
any other remedies Contractor may have, give written notice of termination of the Agreement to Owner and demand
payment for all completed work and materials ordered through the date of work stoppage, and any other reasonable loss
sustained by Contractor, including Contractor's Profit and Overhead at the rate of 15% on the balance of the incomplete
work under the Agreement. Thereafter, Contractor is relieved from all other contractual duties, including all Punch List
and warranty work.
RIGHT TO TERMINATE CONTRACT
If the work is stopped or delayed,either in whole or substantial part, for a period of thirty(30)days under an order of any
court or other public authority having jurisdiction, or as a result of an act of government and due to your fault or
negligence, or as a result of an act within Owner's control; or if the work shall be stopped or delayed either in whole or
substantial part, for a period of thirty (30) days due to Owner's failure to make a payment on time, or make Contractor
feel insecure, or if Owner should commit a material breach of any of Owner's responsibilities or obligations under this
Agreement, then Contractor may, upon giving Owner seven (7)days written notice, terminate this Agreement and recover
from Owner payment for all work performed; for any unpaid costs of and fees for the work; for any liability, obligations,
damages, commitments, and/or claims that Contractor may have incurred or might incur in good faith in connections with
this Agreement, as well as receiving payment for Contractor's attorney's and legal fees and all lost anticipated gross
profits on the work not performed as of the date of the termination.
NOTICE
Notice will be deemed if delivered in hand or if sent by certified mail, return receipt requested, to the address listed on the
front page of this Agreement.
ARBITRATION
THE CONTRACTOR AND THE HOMEOWNER HEREBY MUTUALLY AGREE IN ADVANCE THAT IN
THE EVENT THE CONTRACTOR HAS A DISUPUTE CONCERNING THIS CONTRACT, THE
CONTRACTOR MAY SUBMIT SUCH DISPUTE TO A PRIVATE ARBITRATION SERVICE WHICH HAS
BEEN APPROVIED BY THE SECRETARY OF THE EXECUTIVE OFFICE OF CONSUMER AFFAIRS AND
BUSINESS REGULATIONS AND THE CONSUMER SHALL BE REQUIRED TO SUBMIT TO SUCH
ARBITRATION AS PROVIDED IN MASS. GENERAL LAWS, C.142A.
KEITER BUILDERS, INC.(CONTRACTOR) OWNER
ll2
August I6'h, 2016 r! / August 22nd, 201E
By Scott Keiter, President Date Date
)c(`' 1 f�
Contractor Owner �l
Date
NOTICE
THE SIGNATURES OF THE PARTIES ABOVE APPLY ONLY TO THE AGREEMENT OF THE PARTIES TO
ALTERNATIVE DISPUTE SETTLEMENT INITIATED BY THE CONTRACTOR. THE OWNER MAY INITIATE
ALTERNATIVE DISPUTE RESOLUTION EVEN WHERE THIS SECTION IS NOT SEPARATELY SIGNED BY
THE PARTIES. THE RIGHT TO INITIATE ALTERNATIVE DISPUTE RESOLUTION SHALL END TWO YEARS
AFTER THE DATE OF THIS AGREEMENT.
DISPUTE RESOLUTION AND ATTORNEY'S FEES
Any controversy or claim arising out of or related to this Agreement involving an amount less than $5,000 (or the
maximum limit of the Small Claims court) must be heard in the Small Claims Division of the Municipal Court in
the county where the Contractor's office is located. Any dispute over the dollar limit of the Small Claims Court
arising out of this Agreement shall be submitted to an experienced private construction arbitrator that shall be
mutually selected by the parties to conduct a binding arbitration in accordance with the arbitration laws of the
state where the project is located. The arbitrator shall be either a licensed attorney or retired judge who is familiar
with construction law. If the parties cannot mutually agree on an arbitrator within 30 days of written demand for
arbitration, then either of the parties shall submit the dispute to binding arbitration before the American
Arbitration Association in accordance with the Construction Industry Rules of the American Arbitration
Association then in effect.Judgment upon the award may be entered in any Court having jurisdiction thereof.
The prevailing party in any legal proceeding related to this Agreement shall be entitled to payment of reasonable
attorney's fees, costs,and post-judgment interest at the legal rate.
ENTIRE AGREEMENT, SEVERABILITY, AND MODIFICATION
This Agreement represents and contains the entire agreement and understanding between the parties. Prior
discussions or verbal representations by Contractor or Owner that are not contained in this Agreement are not a
part of this Agreement. In the event that any provision of this Agreement is at any time held by a Court to be
invalid or unenforceable, the parties agree that all other provisions of this Agreement will remain in full force and
effect. Any future modification of this Agreement should be made in writing and executed by Owner and
Contractor.
MISCELLANEOUS
This agreement is a Massachusetts contract, contains the entire agreement between us. any representations or warranties
not expressly contained in it are not a part of the Agreement, and it is binding upon our heirs, executors, successors and
assigns. This Agreement may be modified only by an instrument in writing signed by both of us.
This agreement is subject to and is intended to comply with the provisions of Chapter 142A of the Massachusetts General
Laws and its corresponding regulations.
YOU MAY CANCEL THIS AGREEMENT IF IT HAS BEEN SIGNED BY A PARTY THERETO BY FORWARDING
YOUR INTENT TO CANCEL IN WRITING BY ORDINARY MAIL POSTED, BY TELEGRAM SENT OR BY
DELIVERY, NOT LATER THAN MIDNIGHT OF THE THIRD BUSINESS DAY FOLLOWING THE SIGNING OF
THIS AGREEMENT.Contractor Owner
By signing this Agreement, you acknowledge that you have received a complete and original signed copy of the entire
Agreement and attached Addenda. Contractor may not start work until after this Agreement has been signed.
DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. THIS IS A LEGALLY BINDING
AGREEMENT. IF THERE ARE ANY PROVISIONS WHICH YOU DO NOT UNDERSTAND, YOU SHOULD
CONSULT WITH AN ATTORNEY BEFORE SIGNING.
KEITER BUILDERS, INC. (CONTRACTOR) OWNER
August 16th, 2016 )3 August 22nd, 2016
by, Scott Keiter, President Date Date
\. @-. August 22nd, 2016
Date
ADDENDA
The following have been attached to this Agreement:
I. PAYMENT SCHEDULE
2. SCOPE OF WORK
3. COPY OF INSURANCE
4. LIMITED WARRANTY
5. CHANGE ORDER (COPY AND EXPLANATION)
12
Owner
Contractor ���
-- - -
�� Registry t r:
e Rating Number: HERS-691
V�'�' Certifietl EnergyinRater: 8/22/16
Rating
Rating Date: 8/22/16
Lot 15 Beaver Brook Loop Rating Ordered For
Leeds,MA 01053
Estimated Annual Energy Cost
AA s` �`��i' Projected Rating
5 Staars Plus v v Use MMBtu Cost Percent
Projected Rating: Based on Plans, Field Confirmation Required Heating 66.6 $964 36%
Uniform Energy Rating System Energy Efficient Cooling 2.6 $131 5%
Hot Water 4.6 $233 9%
I Star I Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 26.4 $1348 50%
500-401 400-301 300-251 250-201 200-151 150-101 100-91 90-86 85-71 70 or Less
Photovoltaics -0.0 $-0 -0%
HERS Index: 69 Service Charges $0 0%
General Information Total 1002 $2676 100%
Conditioned Area: 1880 sq.ft. HouseType: Single-family detached
Conditioned Volume: 32850 cubic ft. Foundation: Conditioned basement
Bedrooms' 3 This home meets or exceeds the minimum
Mechanical Systems Features criteria for all of the following:
Heating Fuel-tired air distribution,Natural gas,97.0 AFUE.
Cooling: Air conditioner,Electric, 13.0 SEER.
Water Heating: Heat pump,Electric,2.73 EF,80.0 Gal.
Duct Leakage to Outside: 18.00 CFM25.
Ventilation System: Balanced:ERV,60 cfm,59.0 watts.
Programmable Thermostat: Heating:Yes Cooling:Yes
Building Shell Feaflres'
Ceiling Flat: R-40.7 Slab: R-0.0 Edge,R-0.0 Under
Sealed Attic: NA Exposed Floor: NA
Vaulted Ceiling: R-39.4 Window Type: U-Value:0300,SHGC:0.250
Above Grade Walls: R-19.3 Infiltration Rate: Htg:4.00 CIg:4.00 AC H50
Foundation Walls: R-10.1 Method: Blower door test
tights and Appliance Features TITLE
Percent Interior Lighting: 0.00 Range/Oven Fuel: Electric Company
Percent Garage Lighting: 0.00 Clothes Dryer Fuel: Electric Address
Refrigerator(kWh/yr): 0.00 Clothes Dryer EF: 3.01 City,State,Zip
Dishwasher Energy Factor: 0.00 Ceiling Fan (cfm/Watt): 70.40 Phone#
The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax#
REM/Rate-Residential Energy Analysis and Rating Software v14.6.3
This information does not constitute any warranty of energy cost or savings.
01985-2016 Noresco,Boulder,Colorado.
rad691
.,
ry Of tea,
1 WILLIAM N.
. . . Fire Protection by Computer Design
Job Name BEAVER BROOK LOT 15 LEEDS,MA,
Drawing FP 1 OF 1
Location i LOT 15 BEAVER BROOK ESTATES, LEEDS MA.
Remote Area AREA# 1
Contract
Data File BEAVER BROOK LOT 15, LEEDS MA..WXF
Computer Programs by CC/Crater.Inc. Rnm., ill +n+:...+.._—.o LI $in. $,,,,._
Page 1
BEAVER BROOK LOT 15 LEEDS,MA. Date 8/31/2016
HYDRAULIC CALCULATIONS
for
Project name: RESIDENCE NFPA 13D SYSTEM
Location: LOT 15 BEAVER BROOK ESTATES, LEEDS MA.
Drawing no: FP 1 OF 1
Date: 8/31/2016
Design
Remote area number AREA# 1
Remote area location: LIVING/ DINING ROOM SIDEWALLS
Occupancy classification: RESIDENTIAL 13D NFPA
Density: .05 - Gpm/SqFt
Area of application: 2 RES. SPKRS-SqFt
Coverage per sprinkler: 288-SqFt
Type of sprinklers calculated: RESIDENTIAL HORIZONTAL SIDEWALL
No. of sprinklers calculated: 2 HDS
in-rack demand: N/A-GPM
Hose streams: N/A-GPM
Total water required(including hose streams): 36.14 - GPM Q 43.13- Psi
Type of system: WET PIPE RESIDENTIAL SYSTEM
Volume of dry or preaction system: N/A-Gal
Water supply information
Date: 8/31/2016
Location:
Source: FSG/WATER DEPARTMENT
Name of contractor: FSG
Address: PALMER. MA.
Phone number:
Name of designer:
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Computer Programs by Hvoratec Inn anonc 111 r. ,fl-_— " " ""' --—-
Calculation Sheet
Conlracl No. / Sheet.No. 01
Name Lo �S -, Dale
Location . .,-1
Nozzle Friction e
Type * Pipe FiltinBs' Loss NyO.Ref.
Location Flow it GP.NI. Size Devices Pipe Equiv. length P,S.IIFT Roqulred P.S.I. PT.
0 ( 5O ZT LGTH. 130 1:19G. o _
— EMI IIIIIIIIIIIIIIMII
Q 36.6 (875 TOT. I35Z 10®�
C _ LGTH, _ PT
FTG. PF —
tl.
-O 36)l) ® TOT. PE �a
® C rte LGTH. r FT fl
I FTG_ 3 �, Pe �S MEN
Q 3(0,a 1 /�' TOT. ®��
3511111111111111
NM FTG. PFriNia
_ 6.pGPe1
�Q 3�,6 . TOT. — PE a� C
�® LGTH. — PT ®�� SS Ps
IMMIN FTG. I PF __
Q TUT. _�=
_ El =W' PF C
rii Q TOT. Pe
D TOT _ PF
Billaal
Q —TOT, ®iiiii-
— _LGTH. -- _a
m.
aLGTH.ME ��FTG. PF _=O TOT. PE111111111.1�oLGTH.
Q -.m®�a LGThI. IIIFAPAIIIIIIIIIEIII
1 '=_ID EIIETOT.a LGTH. gall11111111
_ T® GRIM'—
.14E LGTH. PT .... rei=
FTG. PFMEE
0
OT.
LGTH.
tint
Q OT_ — .1110.11111111111.
166 6.22" Diameter Impeller r 80
_11.11.1 Model: 7SP '
150 alier.- Ports: 1.0'1x 1.25" NPT
Impeller: D36210
140 Diameter: 6.22" � 70
Ile _ allal Vane =0.080"
130 � ad vs. CapaciTy RPM =3500 (Nominal)
120 , FI 60
111116...
! e
110
100Miller ii"lia-
9UIllI I 50 �
IIIIIIIIIIIIr Efficiency m
w 80 - I 40 m
I
N 70 HORSEPOWER 60-Hz
60 !Mr: 3-hp 30
i.50 �._ I _I 2.5-hp —.._
40 -1— I 2-hp 20
Horsepower
1.5-h
p
Aimi 20 '
10i
10 -
1 i
0 - ---a- . 0
0 10 20 30 40 50 60 70
Capacity- gal./min.
A04
Water Supply Curve C
Page 2
BEAVER BROOK LOT 15 LEEDS,MA. Date 8/31/2016
City Water Supply: Demand:
Cl -Static Pressure : 64 D1 - Elevation : 8.662
C2 -Residual Pressure: 63 D2-System Flow : 36.146
C2 -Residual Flow : 37 D2-System Pressure : 43.135
Hose( Demand )
03-System Demand : 36.146
Safety Margin 19.907
140 ■
140 _
130
P 120
R 110
E 100 1
S90 a
R 60 ,N■ aMal -
E 50 l--
40 nwipas
30
20
10pm
�
� D1
10 20 30 40 50 60 70 80 90
FLOW( N A 1.85)
Fittings Used Summary
Page 3
BEAVER BROOK LOT 15 LEEDS,MA. Date 8/31/2016
Fitting Legend
Abbre¢ Name : ''A 1 11/4 1''/: 2 2% 3 3'% 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
N' CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
0' CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
R' CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0
S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65
Xaa B Ball Milw BB-SC100 225 2 25 225 10
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with '. The fittings marked with a 'show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a 'will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Flow Summary - NFPA 2007
Page 4
BEAVER BROOK LOT 15 LEEDS,MA. Date 8/31/2016
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
FPD 64.0 63 37.0 63.042 36.15 43.135
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
501 20.0 4.4 16.8 18.03
T01 20.0 18.32
102 18.0 20.14
A01 18.0 26.65
A02 9.0 33.51
RT1 0.0 41.6
FPO 0.0 43.14
602 20.0 44 16.94 18.11
r.,,,, I .a.,......m., k.. U.d._I.._ ,.,_ a_..._ 4 t i p. ,.....
EOD
Page 5
BEAVER BROOK LOT 15 LEEDS,MA. Date 8/31/2016
Nadel Elevt K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe
Node2 Eiev2 Fact Qt Act Eqv. Ln. Total Pf1Ft Pf
*PATH 1 REMOTE TO SUPPLY
S01 20 4.40 18,03 1 2N 14.0 8.000 150 16800
to 0 5.0 19.000 0.0
T01 20 18.03 1.101 0.0 27.000 0.0562 1.517 _._ Vel = 6.08
101 20 0.0 1 R 1.0 16.000 150 18.317
to 0.0 1000 0.866
102 18 18.03 1.101 0.0 17.000 0.0562 0.956 Vel = 6,08
T02 18 18.12 1 20 10.0 22.000 150 20.139
to 0.0 10.000 0,0
A01 18 36.15 1.101 0.0 32.000 0.2033 6,507 Vel = 12.16
A01 18 0.0 1.25 3N 24.0 16.000 150 26,646
to 0 6.0 30.000 3.898
A02 9 36.15 1.394 0.0 46.000 0.0645 2.965 Vel= 7.60
A02 9 0.0 1.25 2E 6.0 35.000 120 33.509
to 0.0 6.000 3.898
RT1 0 36.15 1.38 0.0 41_000 0.1023 4.194 Vel = 7.75
RT1 0 0.0 1.25 S 7.0 6.000 120 41,601
to Xaa 2.0 9.000 0.0
FPD 0 36.15 1.38 0.0 15.000 0.1023 1.534 Vel - 7.75
00
_.. .._._... ._. - .. .5
PPD 36.15 43.135 KFactor 60
'PATH 2
SO2 20 4.40 18.11 1 2N 14.0 8.000 150 16.943
to Eqi 19.125 33.125 0.866
102 18 18.11 1.101 0.0 41.125 0.0567 2.330 Vel = 6.10
0.0
T02 18.11 20.139 K Factor= 4,04 _.,...
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kmBnnmVlrc 201(0501 ti 243m
Mann*wmmr 7555
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Member Data
Description:CalcAl Member Type: Joist Application: Floor
Comments'. Top Lateral Bracing:Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 40 PSF Deflection Criteria: 11360 live. 11240 total
Dead Load' 10 PSF Deck Connection: Glued & Nailed
Filename: C:\KMW\JOBS\
Other loads
Type Other Dead
(Description) Side Begin End Start End Start End Category
Point(PLF) Top Cr 4,63" 1 248 Lye
Point(PLF) lop 0' 4.(13" 271 0 Snow
Point(PLF) Top IS 8.75" 2 384 Live
Point(PLF) Top 18' 875" 691 0 Snow
Paint(PLF) Top 29' 7.38" 0 125 Live
Point(PLF) Top 29' 7,3H" 136 0 Snow
,�, , e ,a 4 r � •V,
1. T
18 812 1, 3 e
P _ ®i
300 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
I U 0.000" Wall SPF Plate(425psi) WA 1.500" 1010# --
2 18' 8750" Wall SPF Plate(426psi) N/A 3.500" 2234# --
3 30' 0.000" Wall SPF Plate(42$pSI) WA 1.500' 533#
Maximum Load Case Reactions
used rvr twang coo?roam useloadsi m wnymg r[erinjf,a
Live Snow Dead
1 41340310pp 31#2'ilpp 42s#(v2pa)
2 103l#(773p2) 921#(801{V9 TN#snpfl
3 264int92n81 182x02201) 1200(.1500)
Design spans
1b' n.125 1a 10.625'
Product: 11-7/8" MS 20 16.0" O.C. PASSES DESIGN CHECKS
NOTE:Pass"ihru framing is required at point loads over beatings.
Design assumes continuous lateral bracing along the top chord. I
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1959:# 4400.# 44% 7.72 Odd Spans Del
Negative Moment 2128.'# 4400'# 48% 18.73 Total Load D+L
Shear 727,# 1490.# 48% 18.72 Total Load D+L
End Reaction 512.# 1215,# 42% P Odd Spans D L
Int.Reaction 12864 2390.# b.3% 18.73' Total Load D+L
IL Deflection 0.2389" 0.9172' 1.1921 8.64' Odd Spans D+L
LL Deflection 0.1958" 0.5115" 11999+ 8.65 Odd Spans L
Control Max Int,React.
DOLS: lrvem100% Silt/W=115% R0ot=125% Winbleo
Path 5015 over b hryry aye NOT reetvered m tee llesron cdoSatw.'s WARE needed In(ae Roa.YI table
An Wald namas,m n.dema sa mer zmecnse saws Doug Hodgins
2015u10w sdnpnsrmw+ncompany A
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Member Data 1
Description:CalcA7 Member Type: ,hist Application: Roof
Comments: Top Lateral Bracing:Continuous Slope: 2.00/ 12
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Snow Load: 35 PSF Deflection Criteria: L/240 live, L/180 total
Dead Load: 15 PSF Deck Connection: Nailed
Filename: Cc\KMWWOBS\
s. . :w 'i' .'7777717.' ,.27lr. t.. 721/9 „ .tea:: aft' � rna .rT"'... ,'" , V
at
26 0 0
1"1 T"12.2.' T 7
26 a 0
Bearings and Reactions
Input Mn Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0000" Wall SPF Plate(425psi) N/A 1.500" 8870
L.9 26' 8.000' Wall SPE Plate(425psi) N/A 1.500' 8670
Maximum Load Cosa Reactions
ose tamav mwrm rw:amrnnBreasmo Ci2222 m.mteo
Snow Dead
t 600(453 0 263i4i97pro
P eo4W456p) 2d9Xp970)
Design spans
26 a 062
Product: 16" MS 20 16.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
I Design assumes continuous latera bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Poslive Moment 5612'# 7062•# 79% 1333' Total Load D+S
Shear 855# 23769 35% a Total Load D+S
End Reaction 867.0 1478# 58% 0' Total Load D-S
TI.Deflection 0.94.57' 1,7603' L/333 13.33' Total Load Di S
LI.Deflection 0.6592 1.3127" 11477 1333' Total Load S
Control Pos.MMR`0
DOLs: Live=10022 Snow-115% Hw?=125% WaH:.:223%
1
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rk Miles Inc
my tnae,s W Simp„srm+2tw r 2�AL con.m Riseavec 21 West I.
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bratantrwI 354942 4:02pn
A19Piak Demmal5,6 I Ott
Member Data
Description:CakAB Member type: Joist Application: Roof
Comments: Top Lateral Bracing:Continuous Supe: -200/ 12
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Snow Load: 35 PSF Deflection Criteria: L/240 live, 11180 total
Dead Load: 15 PSF Deck Connection: Nailed
Filename: C:\KMW\JOBS\
irt . rat - ' e 7#" .. 4.aE ie .•*4-, z ..Se•" .
„< n I'
f 18 812 11 3 4
3000
`Bearings and Reactions
Input Mn Gravity Gravity
Location Type Material Length Required Reaction Uplift
I 0' 0.0W” Wall SPF Plate(4251%9 N/A 1500' 498# ..
2 16 8.750' Wall SPF Plate(425pail N/A 3.500' 1291# -
3 30 0.000 Well SPF Plate t425S) N/A 1600' 1684 -
Maximum Load Case Reactions
car for for in M n,iwa m.nnemad4a MhyM.emcees
Snow Dead
1 3470(760111) 1514(11301)
2 9070(679d1) :914(2931711)
3 11711080 514013807)
Design spans
18 7.i88' 1P 0.438'
Product; 14" MS 20 16.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Ailowabte Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1849.8 6092'# 30% 7.72' Total Load D.S
Negative Moment 2136.8 6092'# 35% 18.73' Total Load DaS
Shear 720# 2061.# 34% 18.72' Total Load D+S
Enid Reaction 493.4 1437.# 34% tl Total Load D.S
Int Reaction 1291 k 2794.# 48% 10.13' Total t mid D+S
TL Deflection 0 tee? 1.239W Lf999+ 864' Total Load DiS
LL Deflection 0.1301" 0.9299' 19994 89' Total Load
goitre. Max IM.neaci.
Dais. Live=1 snow=115 FloM=125% wninnifiG%
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rk Miles Inc
o.11(n04a,s.anaIC.,,#
s .r ra^na"e M.uriwx,r aesrnaeo. 21 West St
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Mo ,amc�..2Dlusfiz
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I of I
Member Data
Description:CalcAl Member Type:Joist Application: Roof
Comments: Top Lateral Bracing: Continuous Slope: 2.00 / 12
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Snow Load: 35 PSF Deflection Criteria: L/240 live, L/180 total
Dead Load: 15 PSF Deck Connection: Nailed
Filename: C:\KMW\JOBS\
2680
P °
2680
Bearings and Reactions
Input Mn Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF PIate(425psi) N/A 1500" 650# --
2 26' 8.000" Wall SPF Plate(425psi) N/A 1.500' 65041 --
Maximum Load Case Reactions
D.d 1o,epwnnepm aeem,n eade�m M!npm
Snow a Deadce
1 453#(453p0) 197#(197p1p
2 453p(453 f) 197#(197p1p
Design spans
26' 3.067
Product: 14" AJS 20 12.0" O.C. PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Lateral support is required at each bearing.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4209:# 60924 69% 13.33 Total Load D+S
Shear 6414 2061# 31% 0' Total Load D+S
End Reaction 6504 1437.# 45% 0' Total Load D+S
TL Deflection 09552" 17503" IJ329 13.33 Total Load D+S
LL Deflection 0.6659" 1.3127" 17473 13.33' Total Load S
Catrd: P05.Mdnenl
DOLS: flue=106% Srow115% RooI=125% WlrxtlEOy%
Doug Hodgins
rk Miles Inc.
a..y.ex.hd 444,Ne memhceVgi20itiby0smpoO Sno.4-n,Company ire.ALL fGrrs RESERVED. 21 West St.
deaynuaMrev.exm by a yvi4ed desann m haps pokaonaAareaq nd eai mnsoaaL.ihaheap ea nun nayiavon aceWrq ie the mannlaztse(swe.rl[aacdi
" e1'p West Hatfield Ma.
City of Northampton
Faoh
A I, Massachusetts Eses"' tee,
l`
w� •
R ‘.4;1 DEPARTMENT OF BUILDING INSPECTIONS
�; 212 Nate street a Municipal Building 2L i.
® Dx,
..° Northampton, MA 01060 4'0'
PY Fee Calculator for Residential Properties
-tae 16-06 b/
Location : ?eWPr 6mo/G Edit-4s L i /r
Square Footage Amount
Basement @ .20 I 6 8Z ( 336 • `-o
1STFloor @ .50 l gAD91 13° —
2nd Floor @ .50 /
1/2 Floors, Finish Attic, Garage @ .20 if' 3 0 $ 92. so
Deck / Porches @ .20 .�68 7' # -3
Total :
C4liu of Norllfttmptun
•s%)..-42.11,,,
' `
6_
+9AasSor$nseifs
t•
a
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building
Northampton, MA 01060
REP[CTUI
Keiter Builders September 20, 2016
35 Main Street
Florence, MA 01062
Subject Location: 2 Beaver Brook Loop—Lot 15
Map Block:06-064
Mr. Keiter,
Your building permit application with plans dated 9-7-16 has been approved as drawn and per this memo.
All work must meet applicable codes whether or not included within this memo.
Please follow up on the following items:
These items will need to be accomplished as the project moves forward and before rough inspections;
1. Permit is issued pending fire department review of the sprinkler plans.
2. The garage face will require a portal frame solution on the right hand side per R602.10.3.4
3. The window next to the active leaf of rear slider is required to be tempered.
4, The footing must be 4' minimum below grade,verify steps on site.
5. Smoke, Heat and CO detectors throughout the structure to current building codes.
6. An emergency escape window is required within every bedroom, basement and walk-in attic.
7. An air barrier is required between the tub and the wall cavity.
8, If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and
interior skins.Typically the sheathing and drywall.
Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 9th Edition Building
Code and new Base Code and Stretch Code are begin July of 2016 with a concurrency until January 2,
2017.
As of August 4th 2011 the 8th Edition MA code is the 2009!RC with MA amendments.
In the following are some generic requirements which seem to be problematic.
This is not intended to be comprehensive,nor is it a substitute for purchasing and reading the MA codes.
Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one
must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs
The current relevant building codes are:
2009 IBC, 2009 IEBC, 2009 IMC,2009 IRC,2009 or 2012 IECC,AA115, MA amendments.
1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments.
2. Grading plan for structures being constructed required.780 CMR R401.3 for drainage requirements.
3. A basement drainage system is required in all basements 780 CMR R405.2.3, except those in group
soils(table R405.1)
4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406,1. or if
high water table or severe soils waterproofing 780 CMR R406.2.
5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR
8406-2 of amendments.
6, Foundation anchor bolts must be 1/2"and be embedded a minimum of 7" into the concrete. 10" bolts!
780 CMR R403.1.6
7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions.
8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk-
in attics.780 CMR R310.1
9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust
only systems),or treating the space with supply and return.See 780 CMR R408
10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties
and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common
are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is
required with a load path to the foundation.
11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3rd780 CMR
R802.3.1
12. Ridge boards must be the full depth of the cut. 780 CMR R802.3,
13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and
number of jack studs required.
14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls
with bearing partitions,joints staggered 2' minimum.780 CMR R602,3.2
a. Exception:A single plate may be used or plates may be excluded over lintels provided the
plates/lintels are adequately connected by a 3"x 6" plate .036 galvanized steel nailed to each
segment with 6-8d nails
15. All framing materials which are not code prescriptive must have stamped engineering.
a. LVLs
b. I-joist and or Floor Truss
c. Roof truss �/
16. All I-Joist need to be protected from fire with 14 drywall or 5/8 wood structural panel. (R501.3)
17. A braced wall plan identifying appropriate braced wall areas where required (R301,1) and braced wall
method being used. 780 CMR 602.10.
a. Garage corners and large corner window/door layout may require special solutions.
b. All corners must be appropriately attached to the foundation.
c. When using PFI-I (R602.10.3.3)or PFG (R602.10.3,4)the nailing requirement is 4" and 3"
respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full
headed with the temper and shank sizing meeting the strict code requirement.
18. When nailing sheathing make sure your pneumatic Hailers' pressure is properly set. Nails set too deep
perforate the sheathing weakening it and contribute to building damage in high wind events.
19. 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
20. Hazardous glazing locations,within 24" of a door,or within 60"of a stair,or across from hot tubs,spas,
bathtubs within 60" it not 60" above the walking surface, and other locations. 780 CMR R308.4
21. 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
22. 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 14311.3
23. 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 W' minimum and 2" maximum rail,height minimum 34" maximum 38", required for 4 or
more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails
must be continuous and returned to the wall if not to newel post.780 CMR R311.7.
24. 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.
25. Floor joist systems that are not equal to 1 Y" nominal dimension must be covered with ''/" drywall or
5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3
26. Educate the plumber and electrician about maximum notch and hole sizes,and placement.780 CMR
R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge,
In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes
in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole.
Notches are different.
27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition
requires a 16 GA 1 %"strap across the area and 6" beyond each side with 8- lOnd nails. 780 CMR
R602.6.1
28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2
29. Dryer ducts must terminate outside of the building,have a backdraft damper, cannot include a screen,
and require 3'clearance from windows.780 CMR M504.4
30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed,and the proper UL listing.780
CMR M504.6.3
31. Dryer duct maximum equivalent length is 35' less 5'per 900 elbow or per manufacturer's specs. 780
CMR M502.6.4, no screwed connections use foil tape appropriate for the use.
32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780
CMR M502.6.5
33. Makeup air is required for dryers exhausting more than 200 CFM.780 CMR M504.5
34. Makeup air is required for any exhaust hood aver 400 CFM.780 CMR M505.2
35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work
maintaining 1"clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC
402.4.3
36. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and
bottom (floor) plates, soffits, and every 10' within enclosed cavities. 780 CMR R302.
37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316.
38. Dwelling/Garage fire separation. An attached garage(within 3'of main structure)is required to have%"
drywall on the garage side of the separation wall and if there is a finished space above the garage all
walls must have%"drywall and the ceiling 5/8"drywall. 780 CMR R302.6
39. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC.
a. An initial HERS evaluation is required including insulation levels anticipated.
b. A final HERS evaluation confirming code requirements have been met including duct testing.
c. A signed copy of the Thermal Bypass Checklist.
d. Energy information including mechanical equipment posted on the electric panel
e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star
Windows and the Thermal Bypass Checklist. Duct blast testing when practicable.
f. All band joist insulation must be enclosed within an air tight cavity, which you must create.
40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is
a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air
flow(convection)a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion).
A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has
to be absolute and complete. If air can leak through an electrical device or through a crack it follows the
path of least resistance and carries 99%of the moisture in a structure.This is evident every time one
exposes fiberglass insulation and finds black insulation,which has filtered dirt out of the air moving
through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing
requirements.
41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4.
42. Deck ledgers and post must be appropriately attached,bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks
are engineered for post attachment supporting a railing. Lateral attachment is required for each deck
per section 502.2.2.3.
43. Smoke and CO detectors as required. 780 CMR R314 and R315.
a. Smokes in each bedroom,within 10'of a bedroom door,and at the bottom of a stair leading to
a finished floor above.
b. CO within 10'of bedroom doors,at each level,for every 1500 sqft,(plumbing code in the
mechanical room) Except if there are no fossil burning fuels or attached garage.
c. Heat detector in attached garage,and other large unfinished unconditioned spaces.
44. Closets beneath stair which have doors must be drywa lied with '/,". 780 CMR R302,7
45. If there is mechanical equipment ora combustible roof, 30 sqft of space,and 30"measured from top of
ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in
an accessible place. It must be insulated equal to surrounding,Basketed,and secured in place.
46. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30" to combustibles.
Relevant items must be submitted to the building department for approvals before inspections and or
Certificates of Occupancy can be issued.
Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday
through Friday,8:30 am to 4:30 pm,excepting we close for walk-ins at 12:00 noon on Wednesdays. My email
address is: cmiller(@northamptonma.gov
Thank you for your
coo eration on these matters.
Chuck • er
City of Northampton
Assistant Commissioner and Zoning Enforcement