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Property Deregistration
ATTN: City of Barnstable x
RE: 55 SACHEM ST, Town of Barnstable, MA 02632 i
r
To Whom It May Concern:
The above referenced property was previously registered with your municipality by BRON Inc on behalf of
Selene Finance LP. Selene Finance,LP.and its respective investors and property management team have no affiliation or
responsibility for this property as it is no longer under their service as of 12/21/2019 due to The property has been
Liquidated due to REO Sale.
If additional information is needed to ensure that this property is removed from your registry; please let us
know. Otherwise we are now considering this property DeRegistered and compliant.
Thank you,
Compliance Team
877-338-3791
Bron Inc
27720 Jefferson Ave Ste. 230
Temecula, Ca 92590
n '
City of Barnstable
200 Main Street
Hyannis, MA 02601 t
TOWN OF GARM
Z JAN ,
Property Dereeistration DWISION
ATTN: City of Barnstable
RE: 55 SACHEM ST, Town of Barnstable, MA 02632�
To Whom It May Concern:
The above referenced property was previously registered with your municipality by BRON Inc on behalf of
Selene Finance LP. Selene Finance LP and its respective investors and property management team have no affiliation or
responsibility for this property as it is no longer under their service as of 12/21/2019 due to The property has been
Liquidated due to REO Sale.
If additional information is needed to ensure that this property is removed from your registry, please let us
know. Otherwise we are now considering this property DeRegistered and compliant.
Thank you,
Compliance Team
877-338-3791
Bron Inc
27720 Jefferson Ave Ste. 230
Temecula, Ca 92590 C
led
City of Barnstable
200 Main Street
Hyannis, MA 02601
i
REGISTRATION AND CERTIFICATION FORM
FOR FORECLOSING/FORECLOSED PROPERTY
Thank you for registering in accordance with Town of Barnstable Code chapter 224
sections 224-3 and 224-4. .Please complete one form for each property in foreclosure
(section 224-3) or already foreclosed for which possession has been taken(section 224-
4). Please file the original with the Building.Commissioner and a copy with the Chief of
the Fire District in which the property is located.
If you claim you are exempt from registering under Massachusetts law, please state the
reason(s) and complete section 1 (property information) and the first paragraph of
section 2 (foreclosing party; court, etc. and foreclosing party representative, but not other
representatives and attorney) so that the Town can review the exemption and update its
records:
Section I —Property Information
Property Address: 55 SACHEM ST, Town of Barnstable. MA
Assessors Map#: - Parcel #: CENT-000209-000000-000009
Land area and description
Building(s) description and contents
Occupied: X Occupant(s)(if borrowers so state and include name(s))
DWYER JESSICA .
Phone: email: other: '
Vacant: No Date: t Anticipated Length of Vacancy: �--
Last occupant(s) )(if borrowers so state and include name(s)) CN
Phone email: other: '
Has possession been taken If so, please explain and complete and file the
maintenance and security plan form(unless exempt as stated above)
Section 2—Foreclosing Party Information
Foreclosing Party (full name/title)
Foreclosure Case Court: 1262016 Docket#
Date filed: 1/26/2016 Current Status: Public NOD
Foreclosing Party's representative(s) for property (entry, management, 'repair, etc.)(name, title,):
David Holt
Company (if different from foreclosing party): '
David Holt
r `►
Address: 62 Weir Rd.#62 Yarmouth Port. MA 0267E
Phone: sogs6aa133 email: other:
If an exemption is claimed, please do not complete the remainder. .
Other representative(s) (if foregoing representative is primarily responsible for
property and/or foreclosure and is most likely to be able to address town matters
concerning the property and/or foreclosure, please so state and do not complete
contact information 6. e. "none" or"see above")).
Name,title, other: Grace Wesson
Company(if different from foreclosing party): Selene Finance
Address: 41951 Remington Ave. Suite 1.50
Phorie(S): (877)338-3791 emall(S); ro ert re istrations broon inecrcom
Name, title, other: `
Company (if different from foreclosing party):
Address:
Phone: email: other:
Attorney representing foreclosing party
Firm name (if different from attorney's name): '
Address:
Phone(s): email(s): other:
I acknowledge that the information provided is accurate and correct. I also
understand that any inaccurate information will result in non-compliance with
section 224-3 of chapter 224 of the Code of the Town of Barnstable. '
Date
Name: Grace Wesson s
Title: Vp of Operatio
I hereby certify that the above-named foreclosing party is in compliance with the
provisions of section 224-3 of chapter.224 of the Code of the Town of Barnstable.
Date:
Building Commissioner, Town of Barnstable ,
Bron Inc.
.:.::.........
41951 Remington Ave.,4150,1'eimecula CA 92590
ryre ( broninecomTet 877-338-3791 Email:prope
www.brontnc.coni
To whom it may concern,
The registration forms contained in this packet are solely an update of registration information.
These properties have been previously registered at the beginning of the foreclosure process or
vacancy and have now been sold at foreclosure auction. We would like to update these properties
to reflect their REO/Bank owned foreclosed status. Please see the updated registration forms for
the current property manager contact information and disregard previous property manager
information. Please let us know if your municipality requires any more information or fees for
these properties to remain in compliance with your property registration ordinance.
If your municipality does not require registration after a property has been fully foreclosed and
gone to foreclosure sale and has become Bank/Real Estate owned,•please accept this letter as a
request to deregister these properties. Please contact me with confirmation that the properties
will be deregistered.
Thank you for all your time and help withthis matter.
Best Regards,
Compliance Team ;
877-338- 3791
propertyregistrations(dbronine.c
otn
IZ7
REGISTRATION AND CERTIFICATION FORM g T
FOR FORECLOSING/FORECLOSED PROPERTY -21
� �
Thank you for registering in accordance with Town of Barnstable Code chapter24 U111
sections 224-3 and 224-4. Please complete one form for each property in foreclosure
(section 224-3)or already foreclosed for which possession has been taken(sectkn 224- X: rn
4). Please file the original with the Building Commissioner and a copy with the Chief of
the Fire District in which the property is located.
If you claim you are exempt from registering under Massachusetts law,please state the
reason(s) and complete section 1 (property information) and the first paragraph of
section 2 (foreclosing party, court, etc, and foreclosing party representative,but not other
representatives and attorney) so that the Town can review the exemption and update its
records:
Section 1 —Property Information
Property Address: 55 SACHEM ST Town of Barnstable, Barnstable County, MA
Assessors Map#: Parcel#: cENT-000209-000000-000009 C
eti
Land area and description
Building(s) description and contents
Occupied: x Occupant(s)(if borrowers so state and include name(s))
DWYER JESSICA
Phone: email: other:
Vacant: No Date: Anticipated Length of Vacancy:
Last occupant(s))(if borrowers so state and include name(s))
Phone email: other:
Has possession been taken If so,please explain and complete and file the
maintenance and security plan form(unless exempt as stated above)
Section 2—Foreclosing Party Information .
Foreclosing Party(full name/title)
Foreclosure Case Court: „ 1262016 Docket#
Date filed: 1/26/2016 12:00:00 Current Status: --Public Noy .
Foreclosing Party's representative(s) for property(entry,management,repair, etc.)(name,title,):
Code Compliance
Company(if different from foreclosing party):
Safeguard
Address: 7887 Safeguard QorclpValley View-OH 33186
cod ecomplianceCaDsafeguard properties.com
Phone: 800-882-8306 ex- email: —der:
If an exemption is claimed,please do not complete the remainder.
Other representative(s) (if foregoing representative is primarily responsible for
property and/or foreclosure and is most likely to be able to address town matters
concerning the property and/or foreclosure,please so state and do not complete
contact information(i. e. "none"or"see above")).
Name,title, other: Grace Wesson
Company if different from foreclosingparty): Selene Finance
P Y(� g .-
Address: 41951 Remington Ave. Suite 150,
877-338-3791 proi)ertyregistrations@broninc.com
Phone(s): email(s): other:
Name.title. other:
Company(if different from foreclosing party):
Address:
Phone: email: other:
Attorney representing foreclosing party
Firm name (if different from attorney's name):
Address:
Phone(s): email(s): other:
I acknowledge that the information provided is accurate and correct. I also
understand that any inaccurate information will result in non-compliance with
section 224-3 of chapter 224 of the Code of the Town of Barnstable.
- Date
Name: Grace Wesson
Title: Vp of Operation
I hereby certify that the above-named foreclosing party is in compliance with the
provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable.
Date:
Building Commissioner, Town of Barnstable
41951 Remington Ave Suite#150
Temecula,CA 92590
propertyregistrati ons@broni nc.com
Contact:(877)338-3791
If there are aa is
sues or concerns regarding-the registration in
this
ap cket
Please contact Bron Inc. at:
Propertyregistrations@broninc.com
Thank you,
Compliance Team
Bron Inc
(877) 338-3791
proper•tyregistrations@broninc.com
If you need to return this registration for any reason, please include
reason for the return.
"Please make sure to check the FedEx envelope for registration check
before tossing."
Bron Inc.
41951 Remington Ave., #150,Temecula CA 9MOF.
Tel 951-428-2250 Email:propertyregistrationtnc. STABLE
www.broninc.cotn 7
TO ,t^ LI r
If There Are Any Issues or Concerns Regarding the Registrations in
this Packet
Please contact Bron Inc. at:
dori.w,ynne@broninc.com
propertyregistrations@broninc.com
Dori Wynne- Compliance Specialist
Bron Inc.
(951) 428-2259
If you need to return this registration for any reason please include reason for
the return.
Thank you.
REGISTRATION AND CERTIFICATION FORM
FOR FORECLOSING/FORECLOSED PROPERTY
Thank you for registering in accordance with Town of Barnstable Code chapter 224
sections 224-3 and 224-4. Please complete one form for each property in foreclosure
(section 224-3) or already foreclosed for which possession has been taken (section 224-
4). Please file the original with the Building Commissioner and a copy with the Chief of
the Fire District in which the property is located.
If you claim you are exempt from registering under Massachusetts law, please state the
reason(s) and complete section 1 (property information) and the first paragraph of
section 2 (foreclosing party, court, etc. and foreclosing party representative, but not other
representatives and attorney) so that the Town can review the exemption and update its
records:
Section 1 —Property Information
Property Address: e
Assessors Map#: Parcel#: CENT-000209-000000-000009.
Land area and description
Building(s) description and contents
Occupied: _x Occupant(s)(if borrowers so state and include name(s))
DWYER JESSICA
Phone: email: other:
Vacant: No Date: Anticipated Length of Vacancy:
Last occupant(s) )(if borrowers so state and include name(s))
Phone email: _ other:
Has possession been taken If so, please explain and complete and file the
maintenance and security plan form (unless exempt as stated above)
Section 2—Foreclosing Party Information
Foreclosing Party (full name/title)
Foreclosure Case Court: 1262016 Docket#
Date filed: 1/26/2016 8:00:00 Current Status: Puhlic NOD
Foreclosing Party's representative(s) for property (entry, management, repair, etc.)(name, title,):
Code Compliance
Company (if different from foreclosing party):
Safeguard
Address: 7887 Safeguard Cirdt-VallPV View OH 23186
codecomplianceasafeouardproperties.com
Phone: snn-85a-8mr,PX. email: der:
If an exemption is claimed, please do not complete the remainder.
Other representative(s) (if foregoing representative is primarily responsible for
property and/or foreclosure and is most likely to be able to address town matters
concerning the property and/or foreclosure, please so state and do not complete
contact information G. e. "none" or"see above")).
Name, title, other: Adan Roesner
Company (if different from foreclosing party): Selene Finance
Address: 41951 Remington Ave. Suite 150,
951-428-2250 propertyregistration@bron inc.com
Phone(s): email(s): other:
Name. title. other:
Company (if different from foreclosing party):
Address:
Phone: email: other:
Attorney representing foreclosing party
Firm name (if different from attorney's name):
Address:
Phone(s): email(s): other:
I acknowledge that the information provided is accurate and correct. I also
understand that any inaccurate information will result in non-compliance with
section 224-3 of chapter 224 of the Code of the Town of Barnstable.
Date
Name: Adan Roesner
Title: Vp of Operation
I hereby certify that the above-named foreclosing party is in compliance with the
provisions of section 224-3 of chapter 224 of the Code of the Town of Barnstable.
Date:
Building Commissioner, Town of Barnstable
z
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map c v, Parcel . gy Permit# � .
Health Division J /�,/ f I � Date Issued
Conservation Division t Fee 0 C
Tax Collector 16
CO,
Treasurer �� t
Planning Dept. y hp Checked in
Date Definitive Plan Approved by Planning Board �� Approved By
Historic-OKH Preservation/Hyannis J�
Project Street Address 50r,< ri 'D21 ViL
Village C444 .tn Ltz,
Owner 6. of ffgm a!y/62 Address '?7i (f Y31rU
Telephone 5-clF-Yn - TTT�
Permit Request J/-,f4Atwt_ AAy#v -nua,-e, A-00t nuIJ W 71,A&V r.-c.uL-
�..,�AA ,,n.wr4 IHIMn.t. , � 5��Luww rt;+c.A�rcc�+,w� �� � R�+t- o►� i4ws,L, r}1,p
KO
Square feet: 1st floor: existing 3 proposed d 2nd floor: existing _ proposed Gd Total new
Valuation foy/ T Zoning District Flood Plain Groundwater Overlay
Construction Type_LCYO-�-i/L.�`nyAy/K- r,406v.
Lot;Size O• `41, Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family 8' Two Family ❑ Multi-Family(#units)
Age of Existing Structure 35'Y15 Historic House: ❑Yes 6No On Old King's Highway: ❑Y-qs A No
l�Full ❑Crawl ❑Walkout ❑Other
Basement Type:
Basement Finished Area(sq.ft.) y Basement Unfinished Area(sq.ft) '.,(�;r
,�. Ln
Number of Baths: Full: existing 3 new Half: existing / ("S] new_ w
Number of Bedrooms: existing new
Total Room Count(not including baths): existing 1 new 1 O First Floor Room Count
Heat Type and Fuel: Gas ❑Oil 0 Electric ❑Other
Central Air: Ca(Yes ❑ No Fireplaces: Existing ( New Existing wood/coal stove: ❑Yes 2.�o
Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size
Attached garage:existing ❑new size Shed:❑existing 3rnew size/d y/,0 Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial_❑Yes O"No ,_If y_es, site plan_review#
i
Current Use P.A I Proposed Use +�
BUILDER INFORMATION
Name � �`^�'�` � Telephone Number `0 V—�5�s
Address tea' ' s1 License# (��' M(j�j 3
006 53� Home Improvement Contractor#
Worker's Compensation# G,,c,:L - 315 - JVY4517-
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE INA'
FOR OFFICIAL USE ONLY
s v
PERMIT NO. '
., DATE ISSUED _
MAP/PARCEL NO.
ADDRESS VILLAGE - �-
OWN /
j r" ti
DATE OF INSPECTION:
FOUNDATION
FRAME
- , •ire,. �a"��i�•y- ,. - f
INSULATION
FIREPLACF+
ELECTRICAL: ROUGH FINAL• L,• t
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL'
FINAL BUILDING -
DATE CLOSED OUT
ASSOCIATION PLAN NO. f
Town of Barnstable
Building Department - 200 Main Street
MAC Hyannis, MA 02601
9�A 1639. , (508) 862-4038
rFD MP't A
Certificate of Occupancy
Application Number: 87355 CO Number: 20070210
Parcel ID: 209009 CO Issue Date: 08/31/07
Location: 55 SACHEM DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT
Village: CENTERVILLE
Gen Contractor: M MICHAEL DWYER Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
13 Lo
Building Department Signature Date Signed
3,F
BUILDINGi PT':'R' MT"[`
PARCEL .[D jq 1280
ES 7 G RX A
A U:y 1L)R T.' PFION'E DDRS 5
V4 CE z I P
LOT Sf""E
.RA DEVELOPMENT _.�T CO
E PIM'., 8 7 113)5 5 Dl�:SCRIPT'10N' ADD DORMER/RENOV 'ut N T i'R_11' 1ST Fr,/'Sp.,FD/D2lCK
TYP PERMIT ADDITION
E i3ADTl
CONTRA%C'TORS: M MICHAEL Dot v,.ER
Department of
S: Regirulatory.Services
TOTPAIr, FEES,: $111.08-.36
BOND $_00
C'*ONSTRUCTIONI G00,110j $249, 600-00
I 43 IE `C 4 RE'SITI-) ADD/ALT',/C0NV PRIVA'E"'.4, ft
BARNSTABLE,
MASS.
1639.
BUI LD NG PIVISION
BY 4",le4 6-
il'alTI 01'4 DATE
DATE ISSUE 0/06 11110(06
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN-
CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY 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 FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR
2..PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU_ .
(READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH-
3:INSULATION, OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS.
4.FINAL INSPECTION BEFORE OCCUPANCY.
;I Ian]44
IiL!jam mul Lima
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
0 Z0-L)17
2 S)2 716-7 2
A-L
3 r 1 HATING INSP90rION APPROVALS ENGINEERING DEPARTMENT
2 rj�;�
WIF HEALTO
(x�
ttl'� CIn
OTHER: I SITE PLAN REVIEW APPROVAL
OG-01-t-77
WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE. TION.
tNE `d
Town of Barnstable
Building Department - 200 Main Street
* BARNSTMLE, * Hyannis, MA 02601
9 MASS. (508)
16 862-4038
�q.
RFD MA'i�`
Certificate of Occupancy
Application Number: 87355 CO Number: 20070107
Parcel ID: 209009 CO Issue Date: 06106/07
Location: 55 SACHEM DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT
Villager CENTERVILLE
Gen Contractor: M MICHAEL DWYER Permit Type: RTCO
RES TEMP CERT OF OCCUPANCY
Comments: BATHROOM AND INSUL. TO BE COMPLETED 60 DAY TEMP C.O. EXP 816107
60
Building Department Signature Date Signed
oFt rq,,, Town of Barnstable
Regulatory Services
* B"NSTABLE,
v MASS, $ Thomas F.Geiler,Director
039. ' 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
Property Owner Must
Complete and Sign This Section
If Using A Builder
I, �� +�►'' e.�. ,as Owner of the subject property
hereby authorize ✓�c to act on my behalf,
in all matters relative to work authorized bythis building permit application for:
(Address of Job) M
Signature oftwne—r/ Date
Print Name
QTORM&O WNERPERMISSION
Y
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovations $50.00
Change of Contractor/Builder $25.0.0
r-.S
FEE VALUE WORKSHEET
NEW LIVING SPACE
�i square feet x$96/sq.foot=_;7{40W x.0041= d 3 G• /G,
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE. - -
square feet x$64/sq.foot= lj ow x..0041= �•
plus from below(if applicable)
GARAGES(attached&detached)
square feet x$32/sq.&= x.0041=
ACCESSORY STRUCTURE>120 sq.&
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= x.0041=
STAND ALONE PERMITS
Open Porch x$30.00=
(number)
Deck x$30.00=
(number)
Fireplace/Chimney x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable)
Permit Fee
Projcost
Rev:063004
.7so CUR App au is J
Table JS=b(eoutiuued)
wa road Fuel
p��ptrve packages for due and Two-Family Rnidenttal BuildingsJ;ated
j f MAAMUM MINIMUM
Ceiling wall Floor Basement Slab FIeatiag/Cooling
Glaang �Valuc!
moum 4Pm
Ares!(%) U-value= R-valve' R-value, R-vaiuca wa ent Effiaen
R value°
Paeicage
5/01 to 6500 Hating Degree Daya' Nonnai
Q 12% 0.40 38 13 19 10 6 6 Nound
R 12% 0.52 30 19 19 JO 6 85 AEUE -
S 12% 0.50 38 13 19 JO �A Normal _
-- --T------l5%. -- -03.6. ----- 38 13 25 N/A --=6 -----Normal— ---
=U F IS% :: 0.46, 38,. _ 19 19 10
0.44 :. .., 38 .. ZS :N/A
N/A . .85 AFUE
13 i9 19 10 6 85 AFUE 3
15% 0.52 30 Normal
N/A'
X 19% 0.32` 38 13 25 N/A N/A Normal
y 18% 0.42 38. •: 19 25 N/A _
6 90 AFUE
Z 19% 0.42 38 13 19 10 6 90 AFUE
a. 18% 0.50 30 19 19 10 r ,
40,0
1: ADDRESS OF PROPERTY:__
2..SQUARE FOOTAGE OF ALL EXTERIOR WALLS:
3. SQUARE FOOTAGE OF ALL GLAZING:
4. %GLAZING AREA(#3 DIVIDED BY#2):
5. SELECT PACKAGE(Q--AA•see chart above):
NOTE: OTHER MORE INVOLVES METHODS OF OR THIS INF DETERMINING
ENERGY REQUIREMENTS
ARE AVAILABLE. ASK U
A'Alm-
BUILDING INSPECTOR APPROVAL:
YES: NO:
q-forms-f980303 a
780 CMR Appendix J �✓
Footnotes to Table A2.1ba
i Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and
basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall
area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement.
For example,3 ft of decorative glass maybe excluded from a building design with 300 ft2 of glazing area.
2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with
the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for
whole units: center-of-glass U-values cannot be used. '
The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full
insulation.thickness over the exterior walls without compression,_.R 30 insulation.may be substituted for R-38
_._
insulation and R-38 i' sulation-�ay be substituted-for-R= -9-insulation: Ceiling R-values-represent the sum of cavity-
insulation'`plus insulating sheathing (if used):For ventilated ceilings, insulating sheathing.must be placed between
the conditioned space_and the ventilated-portion of the roof.
insulation plus insulatin' sheathing if used). Do not include
4 e wall cavity m g g(
Wall R-values represent the.sum.of the ty P _
exterior siding, structural sheathing, and interior drywall.For example,an R 19 requirement could be met EITHER
'Cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements.apply to
by R-19 ty
wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction.
°The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements,
or garages).Floors over outside air must meet the ceiling requirements.
The entire opaque po�rtion'of any individual basement wall with an average depth less than 50%below grade must
mccr the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned
basements must be included with the other glazing. Basement doors must meet the door U-value requirement
described in Note b.
The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs.
° If the building utilizes elebtric resistance heating use compliance approach 3;4, or 5.. If you plan to install more
than one piece of heating equipment or more than one piece of cooling equipment,the equipment with the lowest
efficiency must meet or exceed the efficiency required by the selected package.
For Heating Degree bay requirements of the closest city or town see-Table J5.2:1a
NOTES:
a)Glazing areas and.U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels.
R-value requirements are for insulation only and do not include structural components.
b)Opaque doors in the building envelope must have a U-value no greater than 0.35.Door U-values must be tested
and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value
in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the
glass area of the door with your windows and use the opaque door U-value to determine compliance of the door.
One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35).
c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with
different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to
the R-value requirement for that component. Glazing or door components comply,if the area-weighted average U-
value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors).
43
IWOR= LL LL=TI01V LIAN
APPLICANT D wYE°R TO WN. CENTER VILLE
LOT 14 —
157•00
0
LOT 15 �+
16�'32
LOT 16 _=tv
g FF~
SUS
®®®V
D S
FLOOD PANEL 250001 0005 C FLOOD ZONE _C'___ DATED.- 8119185
I hereby certify that this mortgage inspection plan was prepared for.- Plan is For
SO VEREIGN BANK Bank Use Only
The location of the building shown does _MT_ fall within a special flood hazard zone. DEED REF. = 1 4 4 4 111 21
Per taped inspection it appears the location of dwelling does conform to the local by—laws PLAN REF. = 198 47
in effect at the time of construction with respect to horizontal dimensional setback requirements
or is exempt from violation enforcement action under Afass General Laws Ch. 40A —Sec. 7. Scale 1" — '__ FT.Referenced Deed subject to and with the benefit of all rights, rights of way, easements, reservations --
and restrictions of record, if any there be and insofar as the same are of legal force and effect Da te:
PLEASE NOTE• The structures on this inspection were located by tape not instrument and are approximate only. An actual survey is necessary
for a precise determination of the building location and encroachments, if any exist, either way across property lines. This inspection must not
be used for recording purposes or for use in preparing deed descriptions and must not be used for variance or building plan purposes. This
inspection must not be used to locate property lines Verification of building locations, property line dimensions, fences or lot configuration can
only be accomplished by an accurate instrument survey which may reflect different information than what is shown hereon. This inspection is not
to be used for any purposes other than mortgage. Yankee Survey accepts no responsibility for damages resulting from said reliance.
PHONE- 508-428-0055 YA jKEE SURVEY CONSULTANTS
FAX 508-420-5553 UNIT 1, 40 INDUSTRY RD, MARSTONS MILLS, AM 02648 37860 .IS
I
COMPANY PROJECT
Paul W.Swanson,P.E " 'ERT Architects,l
WoodWorks .Swanson Structural,In Sachem Ro6d:�7
116 Forest Street Centerville,MA
SOFTWARE FOR WOOD DESIGN Franklin,MA 02038 job 2157
Apr. 10,2006 15:04:53 LVL Flush Beam
Design Check Calculation Sheet `
Sizer 2004
LOADS: (Ibs,psf,or plf)
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Loadl Dead Full Area 12.00 (1.00)* No
Load2 Live Full Area 40.00 (1.00)* No
Load3 Dead Point 3193 1.25 No
Load4 Live Point 4074 1.25 No
*Tributary Width (ft)
MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) :
Ll
0' 13'-6"
Dead 3073 471
Live 3967 647
Total 7040 1118
Bearing:
LC number 2 2
-Length 1.8 1.0
LVL n-ply, 2.OE, 310OFb, 1-3/4x9-1/4",3-Plys
Self Weight of 14.0 plf automatically included in loads;
Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC;
SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or In)
Criterion Analysis Value Design Value Anal sis/Desi n
Shear fv = 216 Fv' = 285 fv/Fv' = 0.76
Bending(+) fb = 1402 Fb' = 3340 fb/Fb' = 0.42
Live Defl'n 0.19 = L/869 0.45 = L/360 0.41
ADDITIONAL DATA: 4 r PAUi W.
FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# ��r SWANSON r"
Fb'+ 3100 1.00 - 1.00 1.000 1.04 - 1.04 1.00 - - 2 e3
STRUCTURAL
Fv' 285 1.00 - 1.00 - - 1.00 - 1.00 2 v
Fcp' 750 - - 1.00 - - - 1.00 - - - No. 35334
E' 2.0 million - 1.00 - - - - 1.00 - 2 .off
Bending(+) : LC# 2 = D+L, M = 8747 lbs-ft ONj��
Shear LC# 2 = D+L, V = 7040, V design = 6989 lbs
Deflection: LC# 2 = D+L EI= 230.84e06 lb-in2/ply
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) l 0 G
(All LC's are listed in the Analysis output)
DESIGN NOTES:
1.Please verify that the default deflection limits are appropriate,for your application.
2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact
your local SCL manufacturer.
3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor.
4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to allplys. ., _'
;. Paul W.Swanson,P.E. ERT Architects '
® Swanson Structural,Inc. Sachem Road
WoodWorks
116COMPANY Forest Street CentervillPROJECTe,MA
soFrWARE FOR WOOD DESIGN Franklin,MA 02038 - job 2157
Apr. 10,2006 14:56:17 LVL Girt
Design Check Calculation Sheet .
Sizer 2004
LOADS: l Ibs,psf,or plf) -
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Loadl Dead Full Area 10.00(14.00)* No
Load2 Live Full Area 30.00(14.00)* No
Load3 Dead Full UDL 60.0 No
Load4 Dead Full Area 18.00(14.00)* No
Loads Snow Full Area 25.00(14.00)* Yes -
*Tributary Width (ft)
MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) :
0' 7' 12'-6" 19'-15
Dead 1354 3193 3193 1354
Live 1702 4074 4074 1702
Total 3057 7267 7267 3057
Bearing:
LC number 16 14 17 16
Length 1.0 1.5 1.5 1.0
Cb 1.00 1.26 1.26 1.00
LVL n-ply,2.OE,310OFb, 1-3/4x9-1/2",3-Plys
Self Weight of 14.37 plf automatically included in loads;
Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC;
SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or in)
Criterion Analysis Value Design Value Analysis/Design
Shear fv = 104 Fv' = 328 fv/Fv' = 0.32
Bending(+) fb = 680 Fb' = 3826 fb/Fb' = 0.18
Bending(-) fb = 678 Fb' =.3826 fb/Fb' = 0.18
Live Defl'n 0.03 = <L/999 0.23 = L/360 0.11
ADDITIONAL DATA:
OF
FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC#
Fb'+ 3100 1.15 - 1.00 1.000 1.03 - 1.04 1.00 - 16
Fb'- 3100 1.15 - 1.00 1.000 1.03 - 1.04 1.00 - 14
Fv' 285 1.15 - 1.00 - - - - 1.00 - 1.00 14 NSON sn
Fcp' 750 - - 1.00 - - - - 1.00 - - - v STRUCTURAL
E' 2.0 million - 1.00 - - - - 1.00 - 16 o. 3533
Bending(+) : LC#16 = D+.75(L+S) (pattern: -SsS), M = 4475 lbs-ft .o f
Bending(-) : LC#14 = D+.75(L+S) (pattern: SSs), M = 4462 lbs-ft rs/t7 ��G\
Shear : LC#14 = D+,75(L+S) (pattern: SSs), V .= 4291, V design = 3465 lbs A►JiG
Deflection: LC#16 = D+.75(L+S) (pattern:` SsS) EI= 250.06e06 lb-in2/ply
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) . /
(All LC's are listed in the Analysis output) to �b
(Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span)
DESIGN NOTES:
1.Please verify that the default deflection limits are appropriate for your application.
2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact
your local SCL manufacturer.
3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor.
" 4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys.
COMPANY PROJECT
Paul W.Swanson,P.E. ERT Architects
WoodWork5Swanson Structural,Inc. Sachem Road
116 Forest Street Centerville,MA
SOFTWARE FOR WOOD DESIGN Franklin,MA 02038 job 2157
Apr. 10,2006 14:49:08 2nd Floor Joist
Design Check Calculation Sheet
Sizer 2004
LOADS: (Ibs,psf,or plf)
Load Type Distribution Magnitude Location [ft] Pattern
Start End Start End Load?
Loadl Dead Full Area 10.00 (16.0)* No
Load2 Live Full Area 30.00 (16.0)* No
Load3 Dead Point 415 14.00 No
Load4 Snow Point 465 14.00 No
*Tributary Width (in)
MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in) :
0' 16'
Dead 185 496
Live 320 545
Total 504 1041
Bearing:
LC number 2 3
Length 1.0 1.1
Lumber-soft, D.Fir-L, No.1,2x10"
Spaced at 16"c/c;Self Weight of 3.3 plf automatically included in loads;
Lateral support:top=full,bottom=at supports;Repetitive factor:applied where permitted(refer to online help);Load combinations: ICC-IBC;
SECTION vs. DESIGN CODE NDS-2001:(stress=psi,and in)
Criterion Analysis Value Design Value Analysis/Design
Shear fv = 109 Fv' = 207 fv/Fv' = 0.52
Bending(+) fb = 1261 Fb' = 1265 fb/Fb' = 1.00
Live Defl'n 0.38 = L/511 0.53 = L/360 0.70
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 1000 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2
Fv' 180 1.15 1.00 1.00 - - - 1.00 1.00 1.00 3
Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - -
E' 1.7 million 1.00 1.00. - - - - 1.00 1.00 - 3
Bending(+) : LC# 2 = D+L, M =. 2249 lbs-ft
Shear : LC# 3 = D+.75(L+S), V = 1041, V design = 1005 lbs
Deflection: LC# 3 = D+.75(L+S) EI= 168.18e06 lb-in2
(D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated)
(All LC's are listed in the Analysis output)
DESIGN NOTES: OF'�9q.
1.Please verify that the default deflection limits are appropriate for your application. Cy
2.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. PAUL W. G„
` STRUCTURAL W2
No. 35334
4 /00`:
" F
BeamChek v2.4 licensed to:Swanson Structural, Inca Reg#2308-64482
Sachem Road,Centerville Steel Beam in Garage
job 2157 Date:4/10/06
Selection W 12x 35 50 ksi Wide Flange Steel Lateral Support at: Lc=5.9 ft max.
Conditions Actual Size is 6-1/2 x 12-1/2 in.,
Min Bearing Length R1= 1.0 in. R2= 1.0 in. DL Defl 0.35 in Suggested Camber 0.52 in
Data Beam Span 24.0 ft Reaction 1 LL 10140# Reaction 2 LL 10140#
Beam Wt per ft 35.0# Reaction 1 TL 14772# Reaction 2 TL 14772#
Bm Wt Included 840# Maximum V 14772#
Max Moment 88632'# Max V(Reduced) N/A
TL Max Defl L/240 TL Actual Defl L/259
LL Max Defl L/360 LL Actual Defl L/378
Attributes zIL DO On) LL DO
Actual 45.60 3.75 1.11 0.76
Critical 32.23 0.74 1.20 0.80
Status OK OK OK OK
Ratio 71% 20% 93%, 95%
Fb(psi) Fv(psi) E(psi x mil)
Values Base Value Fy 50000 50000 29.0
Base Adjusted 33000 20000 29.0
Adiustments YP Factor, Lc 0.66 0.40
Loads Uniform LL:520 Uniform TL: 676 =A
Par Unif LL Par Unif TL Start End
325 H=520 0 24.0
l.,111; F ,l'to4,A
PAUL W. Irs
SWAN ,
H RUCI
Uniform Load A 3 �
P��S/ONA
R1 = 14772 R2= 14772
(NJ
SPAN=24 FT Oi,
'Uniform and partial uniform loads are Ibs per lineal ft.
x
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MASTER
❑ , jr CLOSET
F ROOM AMILYa 'i UTILITY
KITCHEN
El MASTER
BEDROOM
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OFFICE/• BATH1� I -
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ARCffiTECTS;INC.
STREET,.;D 7,-
® - PO BOX 343
YARMOUTHPORT,MA 02675
t.,(508)362 8883`
afax(508)362-4883:
ADDITIONS&RFNOVATTONS
I - . FOR:
I
. - MR-MIKE DWYER
SACHEM DRIVE.;-^
- CENTERVILLE,MA'Y'-' .
EXISTING FIRST FLCCR
------------------ ------------------------------------------------------------------------------------------------------; -- ---- ---- ---- - - -------------- ---- --- -
`I DATE ISSUED:
REN9b15:
® p�, RERMIT SET
PROGRESS SET
PRICING SET
�1 PROGRESS SET
RECISIRAl10N -
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----------------------------------------------------------------------- E X.1
.. EXISTING PLANS
E X I STING SECOND FLOOR TOTA NBMBEA pF 6NEET5
IN SET:
I MIS SNEET INV/ D
UNLESS ACCOMPANIED BY
A CORPLETE SET OF
WORKING DRAWINGS
15]H• a In' e•-r a-e tn' _ ae•-v 1/ __ _ -
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CHITECTS,INC.
OFFICE KITCHEN I _ -
�; -/ \ �\/•,x DINING I� ®' - � I 9 MAIN STREET,DI
PO 80%343k)! r 5-e In. - B � -� - OUTHPORT,MA 02675
,,, . ' X1• J� _ (508)382-8883
(508)382-4883
--]-w 1/x'
_-_ _._._. aPl�-
AODTONSRRE NO'ATIONSCLOSET FOR:
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S oN LIVING AREA CEMIERVILI.F-MA
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BEDROOM x�W� II .
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__-_—___.__._ __--_ ________ ___.__ _..� _ nus nw ss♦rtc_______{________ ... ..-may
6-S a'-11' 3'-11' 2'-11•F�. I
DATE ISSUED 03.13.O6 -
]• >;' -J J/a' .® y J Y. . REN90NS
BATH o ? BEDROOM J�
BATH BATH a
unFN p 5, W.I.C.
] tn' CLO.
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1ST & 2ND FLOORS
LTOTAL NUMBER OF SHEETS
IN SET:
ttl-n' _ -8_. 1C-T la C-6' e'-B 1n' e'-4' C-B 1%z" C-°•
SNM
SECOND FLOOR PLAN b C UNLESS GCOMPNANIrDD BY
A COMPLETE SET OF
WORKING DRAWINGS
CONTINUOUS RIDGE VENT
RAFTER VENT
R-30 FBGLS.INSUL
30FELT PAPER
51W CDX SHEATHING ---------------
VENT BAFFLE
FACE OF DOGHOUSE
(BEYOND/BEHI
SOFFITi_W%=SiRIP1VENP a'
202X8 HEADER, ii
1/2-COX SHEATHING
V BARRIER 2X5 CEILNHG"JOISTS ;!
VAPOR ,
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R-13 INSUl.Al10N
1/2-GM W/PLASTER
2X4'0=18'-O C r'
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BXB PT POST i i _
10'FIBERGLASS COLUMN
202X6 TIMBERLOKT I .
TO POSTS
APSE POST BASE
10'SONO—TUBE W/
BIGFOOT
2X8 LEDGER W/
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FRAMDJG HANGERS
EXISTING FDN.WALL .
SECTION @ MAIN HOUSE/FARMER'S PORCH
a
ERT ARCHITECTS,INC. PO BOX 343 YARMOUTHPORT, MA 02675 TEL/FAX (508) 362-8883
DWYER RESIDENCE SACHEM DRIVE CENTERVILLE
Engineering Dept. (3rd floor) Map - Parcel F�—JS Permit#" 2 Q,C2(o
House# _��' F_ Date Issued _ (2
Board of Health(3rd floor)(8:15 - 9:30/1:00-4:30) Fee s ,C cf�
Y
.Conservation Office(4th floor)(8:30-9:30/1:00 2:00)
Planning Dept.(1st floor/School Admin. Bldg.) oFTHe r
vDefi ' 've Pl proved by Planning Board 19
RNSTABLE
MASS.
�FD MAC s`�
TOWN OF BARNSTABLE -
Building Permit Application
J t-
Project Street Address
Village
Owner M �S�t�� L `�CZ ►�.ir--TZ Address E h OA�,g
-Telephone 14 a 1 n a '
Permit Request
a
First Floor S70 square feet Second Floor square feet
Construction Type
Estimated Project Cost $ o 0 L o
Zoning District Flood Plain Water Protection
Lot Size QC) rC)o 0 Grandfathered ❑Yes ❑No
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House ❑Yes W o On Old King's Highway ❑Yes ❑•No
Basement Type: OFull ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �2d
Number of Baths: Full: Existing New Half: Existing New
No. of Bedrooms: Existing New
Total Room Count(not including baths): Existing ` New First Floor Room Count c(
Heat Type and Fuel: bras ❑Oil ❑Electric ❑Other
Central Air UYes ❑No Fireplaces: Existing New Existing wood/coal e ❑Yes ❑No
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)let—
'
❑Attached(size) ❑Barn(size)
❑None ❑Shed(size)
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes p-fio If yes, site plan review#
Current Use Proposed Use
Builder Information
Name Telephone Number
Address License#
Home Improvement Contractor#
Worker's Compensation#
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL,AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE Z
/V
BUILD N PERMIT DEN • SOWING REASON(S)
a
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED r ;
MAP/PARCEL NO.
ADDRESS VILLAGE. > '
OWNER
� t
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION � R'� • ' � y'- r "' _. --` •; �
FIREPLACE } - ! i , � . -- � _, 4 •,! T - ,
ELECTRICAL: ROUGH , FINAL 1 t • r ?' f
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL ► '
FINAL-BUILDING •, 1 _ _ ,
DATE CLOSED OUT
1
ASSOCIATION PLAN NO.
dFtre
The Town of Barnstable
WARR- �' Department of Health Safety and Environmental Services
9. BuiIding Division
367 Main Street,Hyannis MA 02601
Office: 508-790-6227 Ralph Crossen
Fax: 508-790-6230 BuiIding Commissic,
For office use only
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 pre-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: ( a Q Est.Cost �d d O
Address of Work:
Owner's Name
Date of Permit Application:
I hereby certify that:
Registration is not required for the following reason(s):
Work excluded by law
Job under SI,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 MOROVEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A
SIGNED UNDER PENALTIES OF PERJURY
I h reby apply for a per�it°a he caner.
a Q
Contractor Name Registration No.
Date':,-
� f 1
OR
d
6'-5 3/4" 3'-9 1/2" 6'-0" 14'-6 1/2" 46'-11 1/2" 5'-2' 5-0 3/4"
7'-3" 13'-0 1/4"
)<
--------------- ----------- SRC ITECT
------------ -� r----------
___
= _ I noo 0 O I _ H S
I-- ---°0 0 -- -J 1 INC.
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\ \ ! i 1 '� ------.-_. _.___-- .._._..._-.i KITCHEN i C 4 r- INTERIORS PLANNING
x x W�2 �` OFFICE M i I :O •
I I
��_ `, '� 939 MAIN STREET, D 1
DINING ! 0 PO BOX 343
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YARMOUTHPORT MA 02675
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FIRST FLOOR PLAN00\1
17'-8 3/4" 8'-11 1/4' 7'-2 3/4" 7'-2" 7'-4" 7'-1 1/2" 7'-2 1/2"
THESE PLANS ARE NOT TO BE USED
`t of FOR PERMITTING OR r `NSTRUCTION
PURPOSES UNLESS STAMPED &-SIGNED
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00 STAMP AND SIGNATURE.
16'-0" 7'-5 3/4" 8'-�" 14'-3" 10'-6 1/2" 8'-7" 6'-2 3/4" 16'-201
-------------------------- ---------------------- ---_--------------------- -------_---------------------------------- ------------------------------ -------------------------
--------------------- - -- -
� 3'-4" 3' 5" 5' 6" 4'-11" 3'-11" 2'-11"
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DATE ISSUED: 03.13.06
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10'-11" 5'-6" 10'-7 1/2" 6'-6" 8'-0 1/2" 6'-6" 8'-0 1/2" 6'-6" If Ir 9'-0 1/2" 5'-67 9'-5 1/2" THIS SHEET INVALID
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UNLESS ACCOMPANIED BY
SECOND FLOOR PLAN 00
A COMPLETE SET OF
00 WORKING DRAWINGS
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ARCHITECTS, INC.
ARCHITECTURE CONSTRUCTION
INTERIORS PLANNING
939 MAIN STREET, D1
PO BOX 343
YARMOUTHPORT, MA 02675
tel (508) 362-8883
fax (508) 362—4883
WWW.ERTARCHITECTS.COM
ADDITIONS & RENOVATIONS
FOR:
0"
FM D WYER-, C O.
SACHEM ROAD
CENTERVILL�, MA
' II�
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x
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CONTRACTOR TO BUILD
2X4 WALL BELOW EXIST'G
GIRT.
:302X8 GIRT
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THESE PLANS ARE NOT TO BE USED
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FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED SIGNED
WITH AN ORI(AAL ARCHITECT'S -
STAMP AND SIGNATURE.
DATE ISSUED:
REVISIONS:
2'--B"
PERMIT SET
PROGRESS SET
PRICING SET
0
PROGRESS SET
in
REGISTRATION
SCALE: 1/4"=1'-0"
0 1 2 4 8
SHEET NO.
A. 1
BASEMENT PLAN
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE
RT
11
SET OF
WORKING DRAWINGS
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2X8 @ 16" O. C.
ARCHITECTS, INC.
NEW 2X12 RIDGE
ARCHITECTURE CONSTRUCTION
2 X 1 O @ 16" O. C.
INTERIORS PLANNING
939 MAIN STREET, D1
2X4 @ 32" 0. C. PO BOX 343
12 EXISTING RIDGE YARMOUTHPORT, MA 02675
tel (508) 362,-8883
8 2 X 4 @ 1 6" 0. C. fax (508) 362—4883
WWW.ERTARCHITECTS.COM
12
ADDITIONS & RENOVATIONS
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SACHEM ROAD
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