HomeMy WebLinkAbout0098 WHISTLEBERRY DRIVE y� ltlh%s-/�eb e✓� �R
Town of]Barnstable *Permit#
rplyti Expires 6 inoqihsfrom issue dafe�
p -•. -Regulatory Services .:.. Fee-.. . 3
�l
,Thomas:F.t MAD
•Geiler,Director
Fo39.
►�•+ -- ... . __�. -_._...BUUding DlVision"
Perry, Building Commissioner
200 Main-Street,- Hyannis,MA 02601 JU�
ZQ
Office: 508-862-4038 -
Fax:-508-79-0-6230
-•''" XP SS: ERl�lT'T. PL1CXT10N RESIDENTIAL ONLY. STge��
Not Yalid withoutRedX-Press Imprint
Map/parcel NumberAr
Property Addr
4 r" minimum fee of$25.00 for work under$6000.00
[Residential Value of Work ii f
/1 �/� �' .
Owner's Name&Address 00 h a zznLO
fie.6 8 r
Telephone Number
Contractor's Name
Home Improvement Contractor License#(if applicable) / y �-
Construction Supervisor's License#(if applicable)
Jorlanan's Compensation Insurance
Check one:
❑ I am a sole proprietor
❑ I the Homeowner.
v ee Worker's Compensation Insurance
Insurance Company Name
Workman's Comp.Policy "
Copy of Insurance Compliance Certificate'must be on file.
Permit Request(check box)
d es All construction debris will be taken to zr -e__ J`/_4L19
Q Re-roof(stripping of shingles) .
❑Re-roof(not stripping. Going over existing layers of roof)
❑ Re-side
❑ Replacement Windows. U-Value (maximum.44)
*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation;etc.
***Note: Property Owner must sign Property Owner Letter of Permission.
ome Improvemen Contractors License is required.
Signature
Q:Forms:expmtrg
Revise063004
Isla rufS icf'ug and Roofing
• r�,�.•s-�.�ratff,, :�ti ft�x nc+>nf' m, "y;.. .;,+ .
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a division of RLTConstruction,Inc.
June 29, 2006
Donald Flocke
98 Whistleberry D
Marstons Mills, Ma.
We are pleased to submit the following specifications and estimates for re-roofing:
Strip existing asphalt shingles and flashings
Install new aluminum drip edge and pipe flashings
Install 3 ft. Ice &Water Shield to eaves, interwoven w/step flashing on cheeks and
skylights
Install Typar 30 roof underlayment to remaining roof
Install 30 yr. architectural grade shingles
Install ridgevent to all ridges.
Clean up and haul away all debris to landfill
We hereby propose to furnish materials and labor—complete in accordance with the
above.specification, for the sum of:
EIGHT THOUSAND FIVE HUNDRED DOLLARS
PAYMENT TO BE MADE AS FOLLOWS:
$8500.00. Upon Completion
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according
to standard practices. Any alterations or deviations from the above specifications involving extra costs will
be executed only upon written orders, and will become an extra charge over and above the estimate. All
agreements contingent upon strikes, accidents,or delays beyond our control. Owners to carry fire,wind
damage and other necessary insurance. RLT Construction,Inc. carries General Liability and Workers
Compensation Insurance. Certificates of Insurance provided upon request.
ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are
satisfactory and hereby accepted. You are authorized to do the Ivork as specified.
Payment will be made as outlined above.
Date of Acceptance: Signature 7ftest"-
Start Date: Signature
31 Manni Circle Centerville, Massachusetts 02632
Telephone 508.420.5243 and 508.833.5249 • Fax 508.420.1776 • Einadcaperoofer@caperoofer.com
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The Commonwealth of Massachusetts
Department of Industrial Accidents
Office oflnuesdoations
600 Washington Street, a Floor
--- Boston,Mass. 02111
Workers' Compensation Insurance Affidavit:Buildin lumbin /Electrical Contractors
name t/� L� ( ��U� � �/✓�i
address: �r t� y—
city �� /I//lLf state• /y/�y ' zip: CaOl'/?, phone# J�O 77�
work site location(full address):
❑ lam a homeowner performing all work myself. Project Type: ❑New Construction❑Remodel
❑ am a sole proprietor-and have no one working in an capacity. Buildin Addition
I am an employer providing workers' compensation for my employees working on this job.
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❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have
the following workers' compensation polices:ASA
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Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or
one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a
copy of this statement may be forwarded to the Office.of Investigations of the DIA for coverage verification.
I do hereby certify under ins and pens es of perjury that the information provided above is true and correct
Signature Date
Print name zfi lw-e. 4e Phone#
[contact
cial use only do not write in this area to be completed by city or town official
or town: permit/license# []Building Department
❑Licensing Board
check if immediate response is required ❑Selectmen's Office
❑Health Department
person: phone#; ❑Other
sed Sept 2007) '
Information and Instructions
Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their
employees. As quoted from the"law", an employee is defined as every person in the service of another under any
contract of hire,express or implied,oral or written.
jAn employer is defined as an individual,partnership,association,corporation or other legal entity,or any two or more of
the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver
or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a
dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of
another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds
or building appurtenant thereto shall not because of such employment be deemed to be an employer.
MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or
'renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the insurance coverage required.
Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the
performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have
been presented to the contracting authority.
Applicants
Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please
supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be
submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and
-date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is
being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if
you are required to obtain a workers' compensation policy,please call the Department at the number listed below.
EX
City or Towns
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of
the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please
be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to
the Department by mail or FAX unless other arrangements have been made.
The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone and fax number.
The Commonwealth Of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street,7`h Floor
Boston,Ma. 02111
fax#: (617)727-7749
phone#: (617) 727-4900 ext. 406
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'' Board of Building Regulations and Stlndarils:"
"
HOME IM?ROVEMENT,CONTRACTOk'..,
Regist�ration�i.14286
Ex ir'at on w"207
RLIT C6N$ S} {DING&ROOFIN ;
n RONNIE^TAYLOR �
` ��,�" I
c =3t MANI!CIISCL
; �! RVII,LE A 02E2" _ dmistraii
i
....... ... .... ...
................................... ;::::::z' DATE Nl DD::::>::::>::::>:\ \
\ (M YY)
......::
AG
, 1 ::.:: .. :.:::.:::.:::.::.:.:.: A.:.:::....:..::+ RtE
......................................................................................................................................:.: THIS CERTIFICATE IS ISSU..D..ASMATTE.... - -
PRODUCER E A R OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
EDWARD A GRAZUL INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
PO BOX 337 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
MARSTONS MILLS MA 02648 COMPANIES AFFORDING COVERAGE
COMPANY
28Y2K A HARTFORD UNDERWRITERS INSURANCE COMPANY
INSURED COMPANY
R L T CONSTRUCTION INC B
31 MANNI CIRCLE COMPANY
CENTERVILLE MA 02632 C
COMPANY
D
C.... .tiAGi ............................:..::..........................................................................................
THIS IS 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.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS
LTR DATE(MM\DD\YY) DATE(MM\DD\YY)
GENERAL LIABILITY GENERAL AGGREGATE $
COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $
CLAIMS MADE OCCUR. PERSONAL&ADV.INJURY $
OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $
FIRE DAMAGE(Any one fire) $
MED.EXPENSE(Any one person) $
AUTOMOBILE LIABILITY
COMBINED SINGLE $
ANY AUTO LIMIT
ALL OWNED AUTOS BODILY INJURY
SCHEDULED AUTOS (Per Person) $•
HIRED AUTOS BODILY INJURY
$
NON-OWNED AUTOS (Per Accident)
PROPERTY DAMAGE $
GARAGE LIABILITY ALTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY:
EACH ACCIDENT $
BI RE-NCE
UMBRELLA FORM AGGREGATE $
OTHER THAN UMBRELLA FORM
....................................
....................................
WORKER'S COMPENSATION AND STATUTORY LIMITS
A
EMPLOYER'S LIABILITY (UB-1051CO4-5-05) 12-24-05 12-24-06
EACH ACCIDENT $ inn nnn
THE PROPRIETOR/PARTNERS/EXECUTIVE INCL DISEASE—POLICY LIMIT $ C;nf) OnoOFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE $ 100,000
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE.
.::::::::::::::::::::.::::........:::::::.::::::.::::::::::..::::::::::::::::::::..:.:.:::.:..:.:.:::.....::,:-.:::::::::::.:..::......:::::.::::.::.:..:..::::::...:.::.::.::::::.:.:::..:::::.:: ::::::::::::::::.:
C£!�•T:•.IICATE::HOFDER'::::>:::>:'>:'>:::':<:>:::::::<::<:::>::::>:::>:>:::>::::>::::>:::>::::>::::<:::>;:>::»>::>:<:»::<:>::::>:<:>::>::>::>::»>:<:»::>:<:::>:s<>:::..:.
....:..:::::::.:::::::::::.:::::::::.. 1ti1wLLA.:t.. +E...........:................................................................................................
........ . ................................................................................................................................................
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
BARNSTABLE BUILDING DEPARTMENT 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
TOWN OF BARNSTABLE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
200 MAIN STREET LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES.
HYANNIS MA 02601
AUTHORIZED REPRESENTATIVE
/J,,�n,O ' .....................
::...... ..... t:::::;: ::>:ii;:::::;:::;;::;:;:;::;::t:::;:z:;::;;::;;;:::;::;:::;:;::;::;::;::i::::;::;::::;;::::r;:;:::::;:r 4:;'::::•;::;;::i:;t:;:<t::;::;;;;:::;. '
............................................................................:.:::.::::::.:::::::::::::::::..::::::.:::::...:...:......:............:....... :.............................C�1kC. ::.. +4#t1lti�`�CEN<� 9 :
........1........................................................................................................................:.:..:.::.::::::.:.:::::::::.::....... ..:..:::::::......:::::::::::::.. ..:::::::.::::::::::::.::::.:;::::::::.:::::::.:::::.:
TMEI° The Town of Barnstable
BARE,,
MASS. P y Department of Health Safety and Environmental Services
g.
t639• .
prFCMA�A Building Division _
200 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection 4-t
q�
Location _! �rfi S �L F�G—��2c� Permit Number
Owner Builder
One notice to remain on job site,one notice on file in Building Department.
The following items need correcting:
.� c TL--� - -�-E�c 5 C;o TG
/U c7-e��r) 7 E IAJS'r4( L�:
/IzEt3� oc���16-
lU 4,g Sng-c& �}-�o7IE LA w� r2 D C �°o �E
IV v C U r s D c '77
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Please call: 508-862-4038 for re-inspection.
Inspected by
Date
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel D25ko Permit#
�6,z OO
Health Division 5� p�' Date Issued Ngby
Conservation Division C� p�� Fee 3 0 I,5D
Tax Collector v�
� Application Fee
c,
Treasurer
Planning Dept.
I � Checked in By
Date Definitive Plan Approved by.Planning Board Approved By
Historic-OKH Preservation/Hyannis
Project Street Address
Village I�Y1r4-t�Q- 5 on d(5 ,
Owner pywid r a(MOL r_7tyCkJ2_ Address f—M is
Telephone
Permit Request a (Y\ "a M[6uzl�x� nIMOM
txqSquare feet: 1st floor: existing proposed.,5cL 2nd floor: existing �� proposed ATota—tew
Valuation Zoning District Flood Plain Groun ter Oveay �'
Construction Type W d KL
Lot Size (xCXQ- Grandfathered: 94 ❑No If yes, attach supporting docum ntation.L:
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure — Historic House: ❑Yes &Iqo' On Old King's Highway: Cl Yes O'lq_o
Basement Type: ❑ Full brawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) N& Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Q Half: existing t new (J
Number of Bedrooms: existing_ new
Total Room Count(not including baths): existing new First Floor Room Count
Heat Type and Fuel: ❑Gas 1.Oil ❑ Electric ❑Other
Central Air: C,Yes Cl No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ❑ No
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ElAppeal# Recorded❑
Commercial ❑Yes Ao" '- If yes, site plan review#
Current Use s ICI Proposed Use
/� BUILDER INFORMATION
Namew Lp aj)C_ &_)i Telephone Number
Address LQ.aje!� License# d �i 7•
M� MLI Home Improvement Contractor# ��lf-22 G
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE IV l�l
• _•I'J •Ais
0
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAP/PARCEL'NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME1. 2)Zjp,(--J44 AAAj nb 6 A
INSULATION .,0Y 0K-4 4 66 -r J 607Z & Lh /�p
FIREPLACE' 4''•
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL J
GAS: ROUGH FINAL
FINAL BUILDING 7/.2�� f212-C/c
DATE,,CLOSED OUT
ASSOCIATION PLAN NO.
1W Town of Barnstable
Regulatory Services
s Thomas F.Geiler,Director
Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pro-existing owner-occupied
building containing at least one but not more than,four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements.
Type.of Work: �l �T`u� (1�N� � Estimated Cost
A' taL
Address of Work: w 1 .
Owner's Name:
Date of Application: —��� •
I hereby certify that:
Registration is not required for the following reason(s):
FlWork excluded by law
❑Job Under$1,000
[]Building not owner-occupied
[]Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.
SIGNED UNDER P S OF PERJURY
1 hereby apply for a permit as the agent off er'.
4 oL4 7216
Date ontractor Name Registration No.
OR
I
Date Owner's Name
Q:forms1omeaffidav
•
Town of Barnstable
Regulatory Services
iliaThomas F.Geiler,Director
�f :��� Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-623 0
Property Omer Must
Complete and Sign This Section
If Using A Builder
I 0 ,as Owner of the subject property
hereby authorize1 � � p to act on my behalf
in all mat{ers relative to work authorized by this building permit application for:
W"') �� CIS
(Address o Job)
C, !.
Signature of er Date
P ' Name
Q:FORMS:0WNERMRMIM SIGN
i
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.6 Release 1
Data filename: 1(:\Flocke\Ecalc\flocke-5277.rck
PROJECT TITLE: Flocke Residence
CITY:Marstons Mills
STATE: Massachusetts
HDD: 6137
CONSTRUCTION TYPE: 1 or 2 Family,Detached
HEATING SYSTEM TYPE: Other(Non-Electric Resistance)
WINDOW/WALL RATIO: 0.12
DATE: 11/03/05
DATE OF PLANS: 09-22-05
COMPLIANCE: Passes
Maximum UA= 137
Your Home UA= 115
16.1%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Cathedral Ceiling(no attic) 246 30.0 0.0 8 '
Skylight: FS308:Wood Frame:Double Pane with Low-E 11 0.400 5
Skylight: FS308:Wood Frame:Double Pane with Low-E 11 0.400 5
Ceiling 2: Cathedral Ceiling(no attic) 246 30.0 0.0 8
Wall 1:Wood Frame, 16" o.c. 192 19.0 0.0 6
Window: c345:Wood Frame,Double Pane with Low-E 26 0.310 8
Window: ctcw2:Wood Frame,Double Pane with Low-E 7 0.310 2
Window: CW245:Wood Frame,Double Pane with Low-E 40 0.340 14
Window: CW 145: Wood Frame,Double Pane with Low-E 20 0.340 7
Wall 2:Wood Frame, 16" o.c. 192 19.0 0.0 12
Wall 3: Wood Frame, 16" o.c. 189 19.0 0.0 11
Wall 4: Wood Frame, 16" o.c. 189 19.0 0.0 11
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 384 19.0 0.0 18
Furnace 1: Forced Hot Air, 85 AFUE
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications, and other calculations submitted with the permit application. The proposed building has been designed to
meet the Massachusetts Energy Code requirements in REScheckVersion 3.6 Release 1 (formerly MECchecl and to
comply with the mandatory requirements listed in the RES checklnspection Checklist.
The heating load for tl bui ding, and the cooling load if appropriate,has been determined using the applicable Standard
Design Conditions and m the Cod The HVAC equipment selected to heat or cool the building shall be no greater
than 125%of th design to d as sp ed in Sections 780CMR 1310 and J4A
Builder/Design �' Date 0
,
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✓1. V�a.�vnw�uuPtr�! a�✓ aeac/u�ae
Board of Building Regulations and Standards
HOME IMPROVEMENT CONTRACTOR
Re91sf V6n: 104364
Expiration:;?/13t2006
Types=Private Corporation
LEBLANC BUILDERS>CO:INC.
Michael LeBlanc
J 40 Crawford Rd. -
Waquod,MA 02536
Administrator
ate.
�ze �i anvnro�i
BOARD OF BUILDING REGULATIONS i
License: CONSTRUCTION SUPERVISOR
�. Number: CS
057337
Birthdate: 0.7/QN1954
Expires: 07/03/2007 Tr.no: 14594
Restric
led:.1 G
MICHAEL L LEBLANC
i 40 CRAW FORD RD/PO BOX 1422 }
COTUIT, MA 02635 C
Commissioner
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--- _--
R COMMONWFALTH OF MASSACHUSETTS
DEFAIr:MFNI' OF INDUSTRIAL ACCIDENTS
� j 600 WASHINGTON STREET
�y^
BOSTON, MASSACHUS=S 02111
fames CarnDD&
WORKERS' COMPENSATION INSURANCE AFFIDAVIT
I
(l i cc n scc/pc rm i rtcc)
with a principal place of business/residence at:
(Cery/State/Zip)
do hereby certify, under the pains and penalties of perjury, that.
[ ] 1 am an employer providing the following workers' compensation coverage for my employees working on this
job.
Insurance Company Policy Number
( ] I am a sole proprietor and have no one working for me.
( ] I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below
who have the following workers' compensation insurance policies:
Name of Contractor Insurance Company/Police Number
?game of Contractor Insurance Company/Policy Number
Name of Contractor Insurance Company/Policy Number
I am a homeowner performing all the work myself.
NOTE: Please be aware that while bomcowncrs who employ persons to do maintenance,construction or repair work on a
dwelling of not more than three units in whicb the homcowner also resides or on the grounds appurteDant thereto are not generally
considered to be employers under the Workers' Compensation Act(GL C. 152,sect. 1(5)), application by a homeowner for a license
or permit may evidence the legal status of an employer uDder the Workers' CompeDS1L10II AeL
1 understand that a copy of this statement will be forwarded to the Department of Industrial Accidents' Ofi'iee of Insurance for.eoveragc
verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of_uiminal penalties
consisting of a fine of up to S1500.00 and/or imprisonment of up to one year and civil penalties in the form of a Stop Work Order and a
fine of S 100.00 a day against me.
Signed this A6 day of �d✓� 19 �3
g i �
r
Lice s /Permittee Licensor/Permirtor
• TOWN OF BARNSTABLE
BUILDING DEPARTMENT
HOMEOWNER LICENSE. EXEMPTION
Please print.
DATE 3
JOB LOCATION !�/ 9�. Gf//��S�•�e�Se�z ✓�/LCC� lor
Number Street address Section of town
"HOMEOWNER" mel_ �p I C Metz �jpa,3�3a
Name `
Home phone Work phone
PRESENT MAILING ADDRESS g7,yMe,
4 fn el
City town State Zip code
The current exemption for "homeowners" was extended to include owner-occupied
dwellings of six units or less and to allow such homeowners to engage an in-
dividual for hire Who does not possess a license, provided that the owner
acts as supervisor.
DEFINITION OF HOMEOWNER:
Person(s)' who owns a parcel of land on which he/she resides or intends to re-
side, on which there is, or is intended to be, a one to six 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 acCf,,ptable to the Building Official, that he/she shall be responsible
for all such work performed under the building ermit. (Section 109. 1. 1)
The undersigned, ."homeowner" assL:mes ..respors Jibility ,for compliance with -the Sta+
Building Code 'and other applicable -odes, _by-•laws, rules and regulations.
The undersigned "homeowner" certifies that he/she understands the Town 'ofBarnstable Building Department minimum inspection procedures and requirements
and that he/she will comply with said procedures and requirements.
HOMEOWNER'S SIGNATURE 0. 1-14
APPROVAL OF BUILDING OFFICIAL
Note: Three family dwellings 35, 000 cubi- feet, or larger, will be required
to comply with State Building Code Sec 'on 127. 0, Construction Control.
HOME OWNER'S EXEMPTION
The code state that: "Any Home Owner performing work for which a building
permit is required shall be exempt from the provisions of this section
(Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that'
Home Owner engages a persons) for hire to do such work, that such Home Owner
shall act as supervisor. "
Many Home Owners who use this exemption are unaware that they are assuming
the resp-nsih�"hies of a supervisor (see Appendix Q
Rulesations
for . licensing Construction Supervisors, Section 2. 15) . 'Thisalackegu oflawaren.es
often results in 'serious problems, particularly when the Home. Owner hires
unlicensed persons. In this case our Board cannot proceed against the
inlicensed person as it would with licensed. Supervisor. The. Home "bwner-`actin
as supervisor is ultimately responsible.
To ensure that the Home Owner is fully aware of his/her. re sponsibilities,. man
communities require, as part of the permit application, that the Home 'Owner
certify that he/she understands the responsibilities of a supervisor. On the
last page of this issue is a form currently used by several towns. You may
care to amend and adopt such a form/certi f i cation 'for use in your community.
f .�. �.Y fs�,�. ,.-- �yi �-.. ..,r, ,r --...--•- r--�..I' ��,_�!,i�� .- r-----dam.. _,-. -..�.r r ti K •- .:-•.--•r-•-r"'... �... -•.......v+^-,.
TOWN OF BARNSTABLE Permit No � ..•...
BUILDING DEPARTMENT
I I 'uan } TOWN OFFICE BUILDING Cash :::::::::::
` HYANNIS.MASS.02601 Bond
CERTIFICATE OF USE AND OCCUPANCY
Issued to James P. McNally
Address 98 Whistleberry Drive (Lot 4)
Marstons Mills, MA
USE GROUP FIRE GRADING OCCUPANCY LOAD
THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE
BUILDING CODE.
October 27 94
... .. ... .. . .. .. .. ..... ..... . 19................. .......... ......... -*...............
Buildipf Inspector
t
TOWN"OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT
A=063-083 "_*159
DATE I q 93 PERMIT NO.
A L PP ICfkNT ADDRESS
(STRki (CONTR'S LICENSE)
PERMIT TO 13 u i'l4 s Dw e i!Ji.:�1(j ji,,gNUMB ER OF
. n
STORY 6 9 1 C-� C""''Y DW DWELLING UNITS
(TYPE OF-MPRO.VEMENT) It 0. (PROPOSED USE)
Loat#4, 98 y I;s 141i 11s RF
AT (LOCATION) __Whistleberr Drive, MzLrstcj ZONING
DISTRICT
INO.) (STREET)
BETWEEN _'GN D
(CROSS STREET) Y (CROSS STREET)
SUBDIVISION LOT BLOCK LOTSIZE
BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN-qIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUADAI ION
(TYPE)
REMARKS: Sewage t93-430
Bond
AREA.OR 2046 sq. it. 80, 000. PERMIT $
VOLUME ESTIMATED COST. FEE 163. 75
(CU81C/SQUARE FEET)
jaiaes P. McNally
OWNER
1- walstleb-e-r-r—y--D7r-lec�, FIlarstoris 11113: s BUILDING DEIST.
ADDRESS
BY
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY. ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR
PERMANENTLY:
ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECrFICALLY PERMITTED, UNDER THE BUILDING CODE, MUST BE AP-
PROVED BY THE JURISDICTION. STREET OR A:LLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED
FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS
OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE
INSPECTIONS REQUIRED FOR PERMITS REQUIRED
ALL CONSTRUCTION;WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN CARE FOR
ELECTRICAL, PLUMBING AND
I. FOUNDATIONS OR FOOTINGS MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS.
2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL
MEMBERSIREADY TO LATH).
3. FINAL INSPE T104 3gEFORE FINAL INSPECTION HAS BEEN MADE.
OCCUP
PbSTTHIS CARD--SO '-IT IS -VISIBLE FROM .STREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
x4)' ,, 10
CT 2 7 19%
49
HIAIIN,INSF`ICII()NAPrIi0VAIs I NGINI I RING Of PAHIMI NI
2 fidA'RO Of I I[,A1 I
f
(nHER SITE PLAN RI VII%V APPIOVAL
ten 7%
"OME NULL AND VOID IF CONSTRUCTION
WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT INSPECTIONS INDICATED ON THIS CARD CAN BE
TOR HAS APPROVED THE VARIOULIS STAGES OF OR IS NOT t,f 0141FD WITHIN SIX MONTHS OF :)ATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN
4 AS NOTED ABOVE, NOTIFICATION
CONSTRUCTION. PERMIT IS 15SjjpJ
1 .. :�• J ` • 4 • • r
PEseuvr' � �°•
ev
qti' r a�1 Lo T �—
�., �al
P,r 2 �,,. , ,-T
1 � R�367LVE
f^a• �,sr
QK
id
1
70 m
4¢ P,¢c,Po s 0
qoA I �oc..✓D a 9Z.00 N
kb
I— AN 3
r ► 2 70'
Cc
h
NOTE- E'Z6vsir�oNS Bsts�b ON
LOCATION
SCALE . e •"-. . . . . . . . . . DATE ,lv,eiL
PLAN REFERENCE . .
rf°rp S�WA.1
II CERTIFY THAT THE ....... ........
SHOWN ON THIS PLAN IS LOCATED ON THE GROUND
AS SHOWN HEREON AND THAT IT CONFORMS TO THE
SETBACK REQUIREMENTS OF THE TOWN OF
WHEN CONSTRUCTED.
LiLO-3230 DATE .. . . . . . . . . .. .
T�r7t`3 HcNAt�t.y/ — P�TiTIU�/�,e REGISTERED LAND SURVEYOR
o
,3f�E�T' Z of Z -S•�/E'c-TS�
L.
9z.o�
TOP OF FOUNDATION
CONCRETE COVER
° CONCRETE COVERS
3,05 4"CAST IRON II2"MAX. 12"MAX. "r'T3/
OR SCHEDULE 40 4°SCHEDULE 40 PV.C.(ONLY)
P.V.C. PIPE PIPE- MIN. LEACH
PITCH 1/4"PER. PITCH 1/4"PER.FT. PIT STINVERTNGEL..8�• INVERT INVERTw SEPTIC TANK - 88�c DIST. E{g�¢ V.INVERTEL.. 9BOX ......... ' >x�.t- 0:88 7¢ GAL. INVERT 6 a EL.....r...... BB 3/ INVERT ' ' w w �: V2 EL....•.... EL 87 w o D w
WD IA.
PROR LE OF GROUND -WATER TABLE
SEWAGE DISPOSAL SYSTEM
NO SCALE
P- 4083
SOIL LOG WITNESSED BY :
DATE`T .!8 /98S TIME. /o.:CO 14`'t `T B �oNGo n/ BOARD OF HEALTH
TEST HOLE 1 TEST HOLE 2 ENGINEER
ELEV. . .%.70. . ELEV. ..��.4:74. .
34" SIB sa L 36•'
APPROVED s„8 so„BOARD OF HEALTH DESIGN DATA
�. 87 7a &Z-87 7o 4CaA,¢st NUMBER OF BEDROOMS
SAWD
L -440
o CeAv�t. p� TOTAL ESTIMATED FLOW . . . . . . . . GALLONS/DAY
a,es7o COsiirtsE BOTTOM LEACHING AREA 78 . .'S0.FT. /PIT/C,,O D,
CoA;eSE SAID SIDE LEACHING AREA . . �885 SO.FT. PIT�1M, C,PP
GARBAGE DISPOSAL .!vo^.��`. .(50 % AREA INCREASE)
TOTAL LEACHING AREA . .`�'3¢ SQ.FT
`Ls Sec.
a. 78.70 la of 42,77.70
PERCOLATION RATE �'SA 77114—.�P , MIN/INCH
LEACHING AREA PER PERCOLATION RATE 110.�.. SQ.FT/C:PP
.... . .WATER ENCOUNTERED
7/1
NUMBER OF LEACHING PITS
. . . . . . . . . . . 7 VO `E� •v� STDN� OA.1 AZG, S/D&.S,
DATE . . . . . . . . . .
AGENT OR INSPECTOR
PETITIONER
J r
P�
�O -
� G�
223.00'
o0
LOT 4
43,759 s.f.
Fki
F°0, 4v, 67'
96
N
N w LOT 5
o
w
rn
LOT 3
^95.17' x 85.00' L=35.00'
R-415.00' R=400.Uu
- WHISTLEBERRY DRIVE
(PRIVATE N 5 0' WIDE)
OF
:CERTIFIED PLOT PLAN
CHRIST9PH�
COSTa " -TOWN: BARNSTABLE, (MARSTONS MILLS) MASS.
JAMES McNALLY
quo- suav�y
SCALE: 1 "=40' vA�-E: 9; o/ 3 REF.:
�`N OF I CERTIFY THAT THE THAT T CONFORMED TO ABOVE.
TOWN ( SHOWN,
ZONING SETBACK REGULATIONS AT THE TIME
IT WAS CONSTRUCTED AND THAT THIS MORTGAGE INSPECTION WAS PERFORMED IN
g CHRISTOPHER ACCORDANCE WITH THE TECHNICAL STANDARDS FOR MORTGAGE LOAN INSPECTIONS
COSTA H AS ADOPTED BY THE MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL
No. 31305 ENGINES S, .NCORPORATEED. THIS LOT .IS NOT IN THE FLOOD PLAIN.
GIST
SURV�-�G S.
C 0 HER COSTA P.L.S. DATE
NOTE: THIS PLAN IS TO BE USED FOR BANK MORTGAGE PURPOSE ONLY.
C'HRISTO.PHEF� COSTA
8c ass®c.
P.O. BOX 128/465 MAIN STREET EAST FALMOUTH, MASS.
SEPY"IG
Assessor's office(1st Floor), c InlST �YSTE MU
Assessor's map and lot number 6(0 .3
-suLL��IN Co E
Q �y WITH TIT
Conservation(4th Floor): / � ✓IO ENTA
Board of Health(3rd floor):
Sewage Permit number REGU
Engineering Department(3rd floor):
House number C
Definitive Plan Approved by Planning Board /-- -� 19
APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M.only
TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO /Jul / d 3
TYPE OF CONSTRUCTION
19 j;03
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies fore§ermit according to the following information:
Location �U.�' ' �rsl ifiex t-y 'Ole
Proposed Use
Zoning District ���` Fire District
Name of Owner —/,fWE 3 /7, A)�yi� y Address ,3 O z h '0"
Name of Builder a Address 5 if n>G
Name of Architect ffX 4.2c.t/ W.4&,I a Address O�
Number of Rooms Foundation
Exterior C' d�.z d �`�d Roofing .r/�,��l.�,Lt
Floors
Heating �yo ��� � Plumbing 17 /IpYC-
Fireplace � Approximate Cost ��de)U /
a
Area ' r
Diagram of Lot and Building with Dimensions Fee
i
I
S�
i
OCCUPANCY PERMITS REQUIRED FOR NE D ELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.
Name
Construction Siipervisor's License
„,McNALLY, JAMES P.
39 11 STORY
No Permit For
Single Family Dwelling
Location Lot #4, 98 Whistleberry Drive
' Marstons Mills j
Owner• James P. McNally
i Type of Construction Frame r
{
Plot Lot
t
Permit Granted ' September 10 19 93
� 1 -
Date of Inspection:
Frame 161 l,13 19
Insulation 19
Fireplace 19
Date Completed - 19
` t J
0 '” ;
R063 083.
LOC 009 WH I STLEBYR Y DRIVE CTY 03 TDS 300 CO
KEY 36026
----MAI°LING ADDRESS------- PCA 1301 PCs 00 YR 0
MCNALI_Y; JAMES P & MAP PARENT - c i
AREA 1•CAB JV MTG 0000
MCNALL-.Y-7--PHYLLIS. M SF'1 SPv SP3
=��:2 WHISTLEBERRY DR UT1 UT2 1 . 00 SL? FT 1971.
MARSTONS MILLS MA o264:3 AYB 1993 EYB 1993 OBS 25 CONST
0000 LAND 56700 IMF' OTHER
----LEGAL •-DESCRIPTION---- TRUE Mk::T 56700 REA CLASSIFIED
#LAND 1 56, 700 i0 ASD LND 56700 ASD IMP
ASD OTH
#DL L.OT• 4 - - - - .---DESC'RIPT.T.ON TAX YR CURRENT EXEMPT -TAXABLE
#PL 98 WHISTLEBERRY DR TAX EXEMPT
#RR 1885 0215 1747 0010 10 RES I DENT'L 56700 56700 56-700
#.SR TURTLEBACK-ROAD OF'EIN SPACE
COMMERCIAL
- I NDUSTF;IAL
-EXEMPTIONS----- -_,_...._. .
SALE 04/85 PRICE 30000 ORB 4472/162 AFD V
--LAST ACTIVITY 08/17/89 PCR Y
4
S 180 10'48"E
223. '
J 00
02 4�1
l
?g00�
16�0 �o�• // 47.4'
cn
J
PROPOSED
zg�0 ADDITION
HOUSE NO.98
LOT 4
43,759 SF.
0
L=95.17' 85.00'
L=35.00'
N 14051'00"W
WHISTLEBERRY DRIVE PLOT PLAN OF LAND
7certify that the dwelling shown on LOCATED IN
this plan is as it actually exists on the MARSTONS MILLS,MASS.
ground and that it conf of
Barnstable zoning re regar ?� PREPARED FOR
yard setbacks.
DONALD FLOCK
DATE:NOV.9,2005 SCALE: 1"=30'
CAPE & ISLANDS ENGINEERING
date:Nov.9,2005 2808' f 1�
MASHPEE,MASS.
flood zone c[non-h ` s ST ram,
whist198 L-Aho
a
IL(-) CKiE .
RIESIDENCE
MARSTON'S MILLS,
MASS. DATE: . -22-05
PROJECT TEAM. ANDREW T. ZALEWSKI,, M
ANNE ROGERS
g
THE MZO' GROUP
STONEHAM, MA LIST OF DRAWINGS
1 BASEMENT PLAN
2 FIRST FLOOR PLAN
�} 3 ROOF PLAN
4 ELEVATIONS I
5 ELEVATIONS 11
® R F-1 FRAMING
G-1 GENERAL NOTES
■ ❑
El
❑ ■ ❑❑
b y
The MZO Group
g ,
• OZ
r
—� ----------- — -------------i i c
000•�.^.r�u.�Nc, I I �>
W�L
w I I
S 6
NEW BASEMENT
-
Fx15T4NG E�.ErF1Yf I I T.1 !7
1 — -------------------------- I— I Al
W
I
I
3a
/^ 2d{J `✓
r1
O
FlLL UND'c2 � -
�ISTNGG�2-�Gc
a
MI.05 nz
Daic/Re iscdby
Basement Plan
sue:1/4 _V-a•
JOB
O 5277
1
- The M%O GROUP �
E
E
• E
G
0 , . E
k i
W s V
NI
7-aCLEAR I
30
5-0:
__- «= 7_ i
I II, CEA2 - 141-
r=rovee>asn�G
I II � I
F 7' I N
4W2,_.
&wLr ;-c 1?-0• �o � � �3
W
nl
W
T{ En
. U �
0 �
' a
0
0
w
w n
Datc/D.—by
9.22-05 ax
Dac/Rnised by
First Floor Plan
sow:1/4 _V-0'
0B 5277
2
The MZO GROUP
g
Y
(h T
L u
T
® ® F' S
t V �� 2� `
�+ t c,
o6' O
U b
cz
A a 'r..j vi
i
`--------------------------------
r1
-------------------------------
1
W
. _________________________
U
w
a
oY
D— by
9_1 7_ns aZ
D—/Revised by
Roof Plan
B..,e:1i.•_r—o.
5277
s � 3
The MZO GROUP
x
S
E
fi
y
- O N E
` Fy G
J T
`t>
• rGM E\t_i4VG HCU5E _ �7
V =
FESGt F?O5 El 11
1�6 U IhVo- 1%G FUEZE
(mJ � C•C
S11 sn -�c3 .
Q �y 3
�sn fir,
i�C7RUE2 EO.v�D(11'GJ 2FD GEO.\25MNGLES LE>\E EVS tV
5 vz r.W(rn.)
cow e wn
\'EW PDDn'ON
•r{ n
Back Elevation
N
0
U �
0 �
❑ 0
�W-
-n�_vr--air 1V
im ni -m nd
CTG�V2 4ii n _
4n �i 1ii u'
❑ ■ _ N � >
❑❑ / \ M1 J
4n }�
WY
D—/D.—by
O 9-21-05 an
'- Dmc/Rc iscdby
N Nc G
b rJ]STwG 6.>S.EEI"EIE
�cNT
g NEW?DDIi)GV I�
R
Right Side Elevation ,�R 5277
r
w Sod.:1/4 -1•-0•
Cross Section L)
1/4 1 S."
The MZO GROUP A
ek _ • 0-
J
• E
El
O J
V r _ ry E •
FD
® U k S+
0- C •E
❑
�Vi�OGI�•TG r '
aoao oaaID 5;
ooao 000a rs �SnH
aaao 000a � �, o�
oaoa tj oaao � z
c � 3
NEW..DOWN d�fs s3 a o
Partial Left Side Elevation Partial Front Elevation N o
Saab.1/4 _V-0• su.lc 1/4•-V-0•
U �0
0 �
❑ - ❑ ,2
INN
❑ ❑ 2111. oI., ri
6 w
D,./Dmu.by
9-22.05.
-� - Uav/an�ixcd br
E�Sn�S
7
0 5277
Cross Section �1
The MZO GROUP
x
E
E
i�
L € I
O 7 �
� B A B •` G i s
C
o,t3 I II
oa os a
sVA. r
a E A
_�— Roof Framing - -'- — Floor Framing
sew 1/4 -1'-0 male:1/4 -V-O• m
0
UCd
0
w
FRAMING NOTES:
ALL P170R JOTS—Ts.RAFTERS.E GEIUNG JOISTS(V 16 O.G.UNLESS OTHER\\,ISE NOTED
PROVIDE SOLID BLOCKING TO FOUNDATION AT ALL BEARING POSTS
DOUBLE ALL JOISTS BELOW PARTITIONS PARALLEL WITH JOISTS lU
P20VIDE MID-SPAN BRIDGING AT ALL SPANS D\cR 10'-0"
PROVIDE DOUBLE JOISTS AT ALL SIDES OF ALL OPENINGS UNLE55 OTHERWISE NO, /1
PROVIDE 2-2X6 H.EADE25 ATALL WINDOWS AND DOORS UNLESS OT.-::ER\\1SE NOTED
LEGEND: ALL FRAMING LUMBER 650 FIBER STRESS.E=1.2 MILLION P.S.I.
FRAMING MEMBER 'MIGROL Tom'."PARALL?M'AND"ALLJO15T SERIES FLOOR J0157(AJS)ARE REGISTERED
BEAM SG H EDU LE OV vRAMED MEMBER -------- TRADE MAR S.ANY SUBSTITUTIONS OF OTHER BRAND BEA-15 E FLOOR JOISTS MUST (�
EF roc, G�cwonoT.� L �L �L BE CHECKED AND VERIFIED BY SUPPLIER. F(
FLUSH BEAM ' r v •PI c
ALL ENGINEERED WOOD BEAMS FOUR(d)OR MORE MUST BE THROUGH BOLTED PER
Gt (3)„Je'X,E-LVI.'S DROP%"ED SEAM -�(r +S - MAI.IUFAO7URERS RECOMMENDAMON5
c: (2)13-Xnv-LWS S HEADER MANUF:a-1TJRE95 SPEGIFICATION5 REGARDING INSTALLATION MUST BE FOLLOWED
POST ■ FOR ALL"ENGINEERED WOOD PRODUCTS." 1w `
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PUNS.EL EVATION5 AND SECTIONSFOE 011iE\5�\5.-\\HHEI51-ITS.
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STRUCTURAL MIST I I AN a
Design loods assumed on drawings UNLESS OTHERWISE NOTED, provide:
Floor @ living space- 40 p.s.f. live/10 p.s.f. dead INSULATION R-19 in all exterior walls (2 x 6 stud construction). _
Floor @ sleeping space- 30 p.s.f. Iive/10 p.s.f. dead INSULATION R-13 in all exterior walls (2 x 4 stud construction).
Attic Floor (Itd. Storage)- 20 p.s.f. Ilve/10 p.s.f. dead R-19 In Floors over unheated spaces.
Balconies i Decks- 60 p.s.f. Ilve/10 p.s.f. dead R-30 in all ceilings.
Roof- 35 p.s.f. live/10 p.s.f. dead R-10 under slabs on grade; 48' In From or 48' down Inside face of frost wall to isolate slab from exterior and concrete wail. ,
Soil Bearing Capacity- assumed to be min. 1.5 tons/sq, ft. Vapor Barrier - Install a 4 mil. Polyethylene vapor barrier an the warm side of all insulation.
Glass - Double insulating glass at all exterior glass areas t tempered glass in all sliding glass doors t windows less than 15' above 0
Allowable Deflection (floor) the floor or any platforms. Check local codes for glazing reWirements. (SEE MASS. STATE BUILDING CODE SECTIONS 3603.20.4.1
With gypsum ceiling below L/360 AND 3603.20.4.2 FOR SAFETY GLAZING)
No gypsum ceiling below L/240
Baffle vents shall be installed in all rafter bays as per manuFocturer's details to provide free airflow, for attic ventilation. It shall = ?
NOTE: Design loads and site conditions should be verified with local building codes and officials. Special conditions such be continuous in all sloping ceilings and a minimum of once length (480) at alI eaves. O P as seismic, snow, wind or hydrostatic loading may recipire professional review.
Venting - Eave - 1 1/2' continuous screened soffit vent. '
I. The loll bearing value has been assumed at II/2 tons/s.f. The contractor stall verify this value at the time of - Ridge/gable - CORAVENT as shown or Coble Vent, Lowered sized on drawings.
excavation ad shall ratify the architect that It is ready for inspection or for revision if uncertain conditions are found to ALL BATHROOMS SHALL BE PROVIDED WITH MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION 3605.6.2
exist.
2. All concrete work shall conform to American Concrete Institute 'Gulde to Residential Cast-In-Place Concrete EXTERIOR GRADE SHALL SLOPE 1/2' PER FOOT FROM BUILDING FOR A MIN. OF W-O' AWAY
Construction' report of Committee 332. ° - -
3. Other concrete standards as recplred by the Building Code such as ACI 315-95; 318.1-89 shall apply to the ' '
construction of this residence foundation. Sills - Fiberglass sill sealer I/2' x 6 . ¢
4. Reinforcingsteel shall conform to A5TM A616, Grade 60, ad welded wire fabric shall meet ASTM AIB5 ~
ALL DCPOrED INSULATION MATERIALS INCLUDING FACINGS, VAPOR BARRIERS, OR BREATHER PAPERS SHALL CONFORM TO =t
5. Footing
cspecifications. THE FLAME SPREAD, SMOKE DEVELOP AND CRITICAL RADIANT FLUX REQUIREMENTS OF THE MA55. STATE BUILDING CODE
5. Fcattrg center lines shall be centered under the center line of columns. SECTIONS 3603.19.1 THROUGH 5603.19.4.
6. Detailing, fabrication and plawrnent of all re-bar shall conform to ACI 315-80, SP66 Manual. .A
7. If water occurs within the excavation, It shall be de-watered before placing of concrete. De-watering shall be done Garage t Boiler Areas - 5/8' F.C. sheet rock telling @ heater area and on walls and ceilings between garage and living areas.
in a manner that will prevent the flow of fine grain soil. on
8. The bottom of all excavation for Footings shall be tamped to dispose of all loose material before the concrete is '
Minimum stair tread is 9., maximum riser is 8 I/4. \
placed. Compaction should not exceed the natural density of the loll. Minimum stair width is 3'-0' clear.
9. All concrete formwork shall be properly constructed and well braced to produce plumb, straight, level and true �b
surfaces. Flowed, plllowed and Irregular wail surfaces will not be accepted and may req;lre removal and reconstruction All Fnandralls and guardrails SHALL conform TO MASS STATE BUILDING CODE SECTIONS 3603.14.1 THROUGH 3603.14.2. � bT r ;
by the forth contractor at his expense IF directed by the architect and the owner. Main entrance door shall be minimum 36 wide. � l
10. The foundation walls shall not be backfilled until the first floor deck is in place to brace wall. Damaged walls will All egress doors shall not be less than 6'-B' In height. ��
be replaced at the contractor's expense if backfillirg Is done without the floor in place. FIRE PROTECTION SYSTEMS SHALL BE.IN ACCORDANCE TO THE MASS STATE BUILDING CODE SECTIONS 3603.16.1 THROUGH 6 v-
t
II. Structural steel shall be ASTM A36 and shall be pointed one shop coat of metal primer. Bolts shall be ASTM A325, O-
anchor bolts shall be ASTM A307. 3605.16.13. G> .�
12. 'Lally' calumn es e shall be schedule 40 pipe ASTM A53 grade B 3 1/2' diameter or steel tub 3' x 3' x 1/4'. Paint PROVIDE A MINIMUM OF 48' WIDE X 42' DEEP LEVEL PLATFORM AT ALL EXTERIORS OF ALL EXIT DOORS. \�j(y,,�38
one shop coat metal primer - 2 mils thick. (Unless otherwise rated) IN ADDITION TO DOORS AND PANELS SHOWN ON DRAWING �: S/03
13. 'MICROLLAM' lumber shall be as manufactured by Trus Joist Corp., Boise, ID. Trussed floor Joists shall be by PROVIDE ATTIC ACCESS PANELS TO ALL ATTIC AREAS GREATER b
Trus Joist Corp., Wood Fabricators, Inc., or other fabricator approved by the architect. Metal fasteners for wood THAN 36' CLEAR HEIGHT (MIN. ATTIC ACCE55 PANEL 22' MIN.
members shall be as mfg. By the Simpson Co., 'Strong Tie' or a*al approved by the architect. WIDE BY 30' HIGH) r{
14. Unless otherwise rated, provide a 2' non. wood sill of appropriate width bolted to the top flogs of all steel beams rq
with 3/8' clot Bolts staggered at 2'-0' o.c. Rigidly fasten all correcting rafters and Joists. AIR INFILTRATION AND MOISTURE CINdTRQI
Footings - 20' x 10' cant. or as noted. Air leakage for all buildings shall be controlled at openings In the exterior building envelope as per Sec. J4.3 THROUGH J4.3.4 of the
- Step Footings to be min. I vertical on 3 horizontal. Mass. State Building Code. Caulking, gasketing, weather-stripping, foaming or other sealing is recyired to limit infiltration: Around
window end door frames; sole plates and structural floor; framing Joints; around openings for plumbing, electricity, telephone and gas Uj
�. Walls - Minimum 8' between finish grade and top of foundation wall. lines in walls, floors ad ceilings; at mudsill In conditioned basements or crowlspaces and at all oiler openings in exterior building
- Finish grade to slope away from foundation. envelope. Electric outlet plate gaskets shall be Installed on all receptacle, switch or other electrical boxes in exterior and Interior- O
- 10' thick concrete 7' 10' above footing or as noted. walls. l I Y
- 3000 p.s.l. (28 day strength) with 3/4' aggregate The entire structure shall be wrapped with the 'Tyvek' Infiltration barrier to form a continuous barter with minimum 8' overlaps at V Z
Joints. Tyvek should completely cover all component pats of the structure, stapled to sheathing at 30' o.c. c d wrapped to inside 1..,
SLA55 ON GRADE - 3000 p.s.l. (26 day strength) on min. 6' sod or gravel fill with 6x6-w1.4 welded wire fabric. of door ad window openings. See manufacturer's Instructions for further Information. (or applicable State Energy Code) U f3
FOOTINGS shall be placed on undisturbed or engineered fill to a depth rewired by local building codes ad frost Felts shall be organic fiber base, saturated with Bitumen weighing 14-15 lbs. per scyo-e. Strips of felt 8' wide shall be installed at O
conditions or deeper If shown. heads ad jambs of windows and doors Just prior to installation of exterior trim. Uses on roof or sidewalls not recomend med.
UNREINFORCED WALLS shall support a maximum of T-O' unbalanced fill. Provide roof underlayment as recivired by shingle manufacture-. r�
DAMPPROOFING (basements) - Two coats of asphaltic coating compound. �T,
WATERPROOFING (habitable spaces below grade) - Two ply hat mopped felt membrane waterproofing. FI AS4 INS
FOUNDATION DRAIN - Install a 6' perforated drain tile at perimeter of basement. Tops of Joints to be covered with
15# felt and a minimum of IB' coarse stone or gravel. Slope tile 3/16' per foot to point of discharge. General Flashing shall be aluminum .019 inches thick, duraadic bronze or brown finish, unless noted otherwise.
TERMITE PROTECTION - As rewired by local codes. Roof flashing shall be aluminum 019 Inches with durcodic bronze tone or brown finish ad used where flashing will be exposed such
ANCHOR BOLTS - 1/2' x 12' anchor bolts @ 6'-0' o.c. and not more than 12' from carriers. as at valleys, sidewalls cap and base and the like. W /\1
JOIST HANGERS - Standard N.W. IB gouge metal. Chimney cap ad base flashing shall be 3 lb. hard lead. `V
SPECIAL FOUNDATIONS AND FOOTINGS AS SHOWN. Bent c d pipe flashings shall be of preformed neoprene as manufactured by Dupont, Dow Chemical or e-Wal. Flashing shall consist
of fabricated flags ad cap flashing. W
CARPENTRY Step Flashing: box flashing shall extend onto.roof o d up the surface of the adjoining construction a minimum of 4'. The upper O
edge of the base flashing shall extend a minimum of 2' above the next course of shingles and the lower edge shall be 1/2' above
FRAMING LUMBER the butts of the shingle covering It; providing a minimum of 1 1/2' overlap of flashing courses. Cap flashing shall extend down over f�
Studs - No. 3 or standard 'Stud' grade. base Flashing a minimum of 4'. The steps in cap flashing should not exceed 8' and laps shall be a minimum of 3'. All seams a
Joists d Rafters - E - 1,200,000 p.s.l./Fla - 850 p.s.l. sholl'overlop In direction of flow.
Beams t Girts - E - 1,200,000 p.s.l./Fb - 560 p.5.1. r ' c
Stair Stringers - No. I grade PROVIDE ICE AND WATER SHIELD (H.R. GRACE 'BITUTHENE' OR EQUAL) MINIMUM OF 36' WIDE AT ALL EAVES, VALLEYS, AND l^.
AT ROOF/WALL INTERSECTIONS.
UNLESS OTHERWISE NOTED, provide: W
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a) Double header joists t trimmers @all floor openings. - PLEASE NOTE: zi
b) Double Joists under all parallel petitions. W
c) I x 3 cross bridging in each joist bay @ spans over 10'-0'. I. These general notes are provided to expedite the pricing and construction of this Fame. Local building codes ad site conditions
must be reviewed and materials charged or amended as recyired.
FLOOR CONSTRUCTION 2. The architect carat accept responsibility for specific cpmtities listed herein. It is the responsibility of the builder to review
General Floors - 3/4' plywood (C-D INT APA w/ext. glue) T t G glued to Joists. these construction documents and confirm the suitability of this house For a particular building site. In addition to the items listed,
BATH ! TOILET AREAS - USE WATER RESISTANCE PLYWOOD (UNDERLAYMENT C-C PLUGGED EXT. APA) OVER the owner should select finish materials such as colors ad types of paints, stains, tile, carpet, cabinets, counter tops ad light o p�Wnl`
SUBFLOOR. fixtures. Also to be considered are the heating/cooling system, wiring, plumbing ad exterior sitework.
3. Contractor shall verify all conditions and dimensions prior to beginning work and shall notify owner- of any discrepancy. Contractor 9-22-05'.
EXTERIOR SHEATHING- shall be responsible for any variations or deviations from the plans without written confirmation from designer. Dv 1Rni,.d be
Walls - 1/2' Plywood (C-D 24/0 INT APA w/ext. glue) 4. Contractor shall provide adegyate bracing or otherwise support all portions of the structure until all members have been
Roof - 5/8' Plywood (C-D 24/0 INT APA w/ext. glue) permanently corrected together. Plumbing diagrams or drawings shall be provided by the plumbing contractor. Heating/Cooling duct
diagrams or drawings shall be provided by the heating/cooling contractor. Heat loss or energy use calculations shall be provided by
INTERIOR FINISH the heating/cooling contractor or other professional as reWlred by building official. Truss design, engineering and plan shall be
INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH THE FLAME SPREAD AND SMOKE DEVELOP REQUIREMENTS OF provided by the truss manufacturer. S. Each bedroom shall have at least one window with a sill height of no more than 44' above
THE MA55 STATE BUILDING CODE SECTIONS 5603.18; 3605.15.2; AND 5603.18.5 the floor. Typical top of window height is 0-8' from floor. (To match door height).
6. All exhaust fans, range Foods ad dryers shall vent to the outside through sheet metal ducts. Caulk around all penetrations
GENERAL - Unless otherwise indicated, all interior walls < ceilings are to be covered with 1/2' gypsum board, with through exterior envelope. JnB 5277
metal corner reinforcing, taped t sanded. 7. All wood in permanent contact with concreteo o- soil shall be pressure treated with a water borne preservative. Nti.
[#optional 1/2' 'blue board' with a veneer plaster system]. - 8. All doors between garage aid living areas shall be 20 min. fire rated with self-closing mechanisms.
GA
The MZO GROUP