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TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION..
Ma Parcel. d AS p �k Application #C�6a6 SE J
Health Division Date Issued 1 ZL46
Conservation Division Application Fee
Planning Dept. Permit Fee 3 a�
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation / Hyannis
Project Street Address /.S-7 .S'gc lc,-n 77r i v e
Village (2 e q z'e llG
Owner /�') a r g a r e t rah 1 r Address ,12S A%wale,- a.rr. BLYd
Telephone.S-e),P :771-0,?SU 1617 -1,S'6 - on 7,9�e�r�;�i�ervi//
Permit Request A10usr'
�•Jr ��t�irrl�/�-rs.
Square feet: 1 st floor: existing proposed ao 6Z 2nd floor: existing proposed 7.1' Total new o2 937'
Zoning District A00 i Flood Plain /Uo Groundwater Overlay
Project Valuation YLo AW Construction Type 4.v let,/' r Z).,- i t,
Lot Size c20, �PQo Grandfathered: M Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family 2 Two Family ❑ Multi-Family (# units) °
v
Age of Existing Structure Historic House: ❑Yes 2r No On Old King's Hi hway: 4 Yes' ❑ No
Basement Type: ® Full ❑ Crawl ❑ Walkout ❑ Other
Basement Finished Areas ft. Basement Unfinished Areas
a,
Number of Baths: Full: existing new 3 Half: existing ew
Number of Bedrooms: existing —new
Cn a
r-
Total Room Count (not including baths): existing new 7 First Floor R om Count
Heat Type and Fuel: M Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ®Yes ❑ No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes 0 No
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ®"new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes M No If yes, site plan review #
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name 1y7arGa re t /-9b r a n, s Telephone Number L617 6 J 6 " G D 7 S o /�
Address 195 /o w qle r Z:Io use val- License #
So rn e r v ll e In q p o? / Home Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATUR Q �� DATE
FOR OFFICIAL USE ONLY
. APPLICATION#
b
DATE ISSUED
x
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
s. DATE OF INSPECTION:
FOUNDATION j&y 15JaQ to,, o 09
FRAME �?AEA G F 31 01 F-2w• �I p�
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING CR tjLo 09
DATE CLOSED OUT
ASSOCIATION PLAN NO.
I-4
N
-ROUTE FALffOUTH ROA-D) 28
A_30. 00' N 86 30'25 E
124.37'
�100.00' 3101.0, m
64. 1
- Lot 3
23,009f S.F.
(20,800 rec.) I (j)
0.53f- AC. - o41
,
i
15.4' � N5
z % �
28.0' 33.5 °' o
o `` Gar. Exist. Fdn. o I n� u
cc
o 0 9 9, TOF=115. 1 13.5� 19.,6'
24.0' 16.7'
s 15.4
- 49.9 '
}r 01,
131.46'
-- S 86 34'30" W
,S'A CHEff I�R[V II
STREET ADDRESS: #157 SACHEM DRIVE
ASSESSORS' MAP 209 PARCEL 23
TOWN OF BARNSTABLE ZONING OWNER: MARGARET ABRAMS
DEED REF.: BK. 6334 PG. 107
BY-LAW PLAN REF.- PL. BK. 198 PG. 47 LOT 3
ZONE . RD- 1 _
SETBACKS : I CERTIFY THAT, TO THE BEST OF MY PROFESSIONAL
FRONT = 30, KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING
SIDE = 10' SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS
REAR = 10' OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE.
PROPERTY LINES SHOWN HEREON
WERE COMPILED FROM AVAILABLE
PLANS
ORECORD AND VERIFIED �GFMAssq
ON THE GROUND
�y°s •. • - .
7ANNY �N "AS-BOIL T"
- WARNER
THE FOUNDATION DEPICTED ON THIS �� No.38721 PLOT PLAN
PLAN WAS LOCATED ON THE GROUNDss a IN
BY SURVEY ON APRIL 16, 2009 AND A
EXISTS AS SHOWN AS OF THE DATE BARNSTABLE, MASS
OF L OCA TION. 7 01 SCALE.• 1"=40' APRIL 17, 2009
THIS,PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S
t PURPOSES ONLY. 22 LONG ROAD
HARWICH, MA. 02645
(508) 4J2-8309
THIS PLAN IS VOID IF NOT
STAMPED AND SIGNED IN RED. 0 20 40 80
PROJECT N0. 08-119AS
Town of Barnstable.
Building Department - 200 Main Street
RARNST"LE. * Hyannis, MA 02601
�1 6:9. A�� (508) 862-4038
D MA'S
Certificate of Occupancy
Application Number: 200805844 CO Number: 20080449
Parcel ID: 209023 CO Issue Date: 11120/09
Location: 157 SACHEM DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT
Proposed Use: - SINGLE FAMILY HOME
Village: CENTERVILLE
Gen Contractor: PROPERTY OWNER Permit Type: RC00
CERTIFICATE OF. OCCUPANCY RES
Comments:
BWdingrtment Signature Date Signed
ZHE � • •
r, TQ � 115"TA LE B-u -aing
Application Ref: 200805844 BARNSTABLE, Issue Date: 12/04/08 Permit
9 MASS
Qp 1639• Applicant: ABRAMS,MARGARET J
Ark p .i a Permit Number: B 20082675
Proposed Use: POTENTIALLY DEVELOPABLE LAND Expiration Date: 06/03/09 -
[Location 157 SACHEM DRIVE Zoning District RD-1 Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 209023 Permit Fee$ 2,295.00 Contractor PROPERTY OWNER
Village CENTERVILLE App Fee$ 100.00 License Num
Est Construction Cost$ 450,000
Re� n'arks . APPROVED PLANS MUST BE RETAINED ON JOB AND
CONSTRUCT A NEW 5 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL
INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: ABRAMS, MARGARET J BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 135 POWDER HOUSE BLVD INSPECTION HAS BEEN MADE.
SOMERVILLE, MA 02144
Application Entered by: JL Building Permit Issued By:
THIS PERMIT.CONV.EYS.NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR AN ART THE 11VER TEMPORARILY OR PERMANENTLY.
ENCROACHEMENTS ON.PUB LICPROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING COD ,MUST BE APPROVED BY THE JURISDICTION.
STREET OR ALLY GRADES AS WELL AS,DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF:PUBL RK IC.WOS._
THE ISSUANCE OF;THIS PERMIT DOES NOT.RE"LEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUB DIVISION:RESTRICTIONS
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH), - - -
5.INSULATION.
6.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION,
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
BUILDING'INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
1 1
1
2 2W IS/ 2
l �
3 F �j 1 Heating Inspection Approva s Engineering Dept'
_ e
Fire Dept 2 Board of Heal
sQ 4n
� '
'ENEMGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR
-ONE-4 ANC-TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00)
Applicant Name: Site.Address:
print
Town:
Applicant Phone:
Applicant Signature: Date of Application:
NEW CONSTRUCTION: choose ONE of the following two options)
780 CMR TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE- AND TWO-FAMILY BUILDINGS
MAXIMUM MINIMUM
Ceiling or 1 Slab
Option 1: Basement
Fenestration exposed Wall Flkd" Perimeter
Wall
U-factor floors R-Value R-Value R-Value R-Value AFUE HSPF SEER
R-Value and Depth
National Appliance Energy
R-10, Conservation Act(NAECA)of
3 5 R-3 8 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or
realer as applicable
Note: This form is not required if you choose either of the two versions of REScheck as listed below.
[� Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed
(780 CMR 6107.3.2)
REScheck—Web which can be accessed at http://www.energycodes.gov/rescheck/ .
:
ADDITIONS, OR ALTERATIONS TO EXISTING BUILDINGS.OVER.5 YEARS OLD*
*Buildings under 5 years old must use option#1 or 42 in New Construction section above.
Complete the following formula to determine the % of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a)
SF
100 x - _ % of glazing
(b) Glazing area equals SF b a
If glazing is <40% use the chart below. If glazing is > 40.% proceed to "SUNROOM" section
780 CMR TABLE 6101.3
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING
LOW-RISE RESIDENTIAL BUILDINGS
.MAXIMUM MINIMUM
❑ Fenestration Ceiling and Wall Floor Basement Wall Slab Perimeter
U-factor Exposed floors R-Value R-value R-Value R-Value
R-Value and Depth
39 R-3 7 a R-13 R-19 R-10 R-10, 4 feet
a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling
area(i.e. not compressed over exterior walls, and including any access openings).
SUNROOM-An addition or alteration to an existing building/dwelling unit where the total
El glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the
addition. -
Note: Owner to fill out Consumer Information Form (found in Appendix 120.P)
f 12/01/2008 03:14 FAX 5083622828 BUR ARCHITECTS 1a002
BROWN LINDQUIST FEN! UCCIO & R A B E R ARCHITECTS, - NC.
24 November 2008
Jeff Lauzon, Building Inspector
Town of Barnstable
200 Main St.
Hyannis, MA 02601
RE: Abrams Residence / 157 Sachem Dr., Centerville
Building Permit
Dear,Mr. Lauzon,
Per our phone conversation on 11/19/08 we will require the contractor to supply window
protection per MSBC 5301.2.1.2 due to the buffer established by Barnstable for buildings
located in windborne.debris regions. Window protection shall be structural panels per
MSBC 5301.2.1,2, exception paragraph:
Sincerely,
Tom Swensson
CC: R. Fenuccio
M. Abrams
TS/ak
203 WILLOW STREET,SUITE A PH 508-362-8382
YARMOUTHPORT,MA 02675 WWW.CAPEARCHiTECTS.COM FAX508-362-2828
Affidavit of Substantial Financial Interest
1, /nd r C Rret /iq6ram of A/ l , on oath
depose and state as follows:
1, .I am an applicant for a building permit for the property located .at Map , Parcel
The address of the property is /,1'7 J'ac lem rive, On-Zeerzllle
2. 1 have /oc, % legal or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from today's date, which is , the
following individuals or entities have had a 1% or greater legal or, equitable interest in
the real property which is the subject of the building permit application which is
identified in paragraph 1 above:
Name Address
4. Within the last twelve months, from today's date, which is Y ; I have had
a 1% or greater legal or equitable interest in the following properties which have been
the subject of a building permit application:
Map/Parcel Address
5. Within this calendar year, I have submitted o building permit applications-for
property in which I have a 1% or greater legal or equitable interest,
6. Within the-last ten days, I have submitted a building permit applications for
property in which I have a 1% or greater legal or equitable interest.
7. Within this month, I have submitted o building permit applications for property in
which I have a 1% legal or equitable interest.
8. Within.this month, I have received 0 building permits for property in which I have
a 1% legal or equitable interest.
Signed under the pains and penalties of perjury, this j/ day of octose, 200,f
2001-00501affin 1
n/I r)TTGQV/AFGIh4\/rr
Town of Barnstable
�pZ-S HE Tp��
�P o Regulatory Services
H _ T
BARNSrABLE, Thomas F. Geiler,Director
y MA93.
Q 36�9• ,� Building Division
oATfD µA't A
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: X_j /1 1P
JOB LOCATIO/: 1_5 �7 fac,���n �//^� ✓C' �rL_7 11e_
number n street / village q
„HOMEOWNER"Mr
a9d w'_ 15XN247-S 12L7= 4.M—__AD/rf
na Q home phone# 06-//�k phone#
CURRENT MAILING ADDRESS:1,;?SS !Ll) , ems AY3 4p 0/
cS'D rr�e ry.'//C /f'!� "14Z4
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 homeowners to engage an individual 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 reside, on which there is, or is intended to
be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be
responsible for all such work performed under the building permit. (Section 109,1.1)
The undersigned"homeowner."assumes responsibility for compliance with the State Building Code and other
applicable codes, bylaws, rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum inspection procedures and requirements and that he/she will comply with said procedures and
requirements.
Signature omeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner 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 if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act.as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against.the unlicensed person as it would with a licensed
Supervisor.-The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner 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 t amend and adopt such a form/certification for use in your community.
Q:forms:homeexempt I
.. F
of1HE roy, 'Town of Barnstable
�v
Regulatory Services
an BM
MASS. ' Thomas F. Geiler,Director
Fa;9. a�� 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 Usin ABuilder
as Dwn •r of the subject property
hereby authorize ,/' to act on my behalf,
in all matters relative to work authorized bythis/ '° ding permit application for:
(Ad ss of Job)
Signature of Owner Date
Print Name
If Property Owner is applying for permit please. complete the
Homeowners License Exemption Form on the reverse side.
Q:FORMS:OWNERPERMISSION
REScheck Software Version 4.2.0•
Compliance Certificate
Project Title: PROPOSED RESIDENCE FOR MARGARET ABRAMS
Energy Code: 2006 IECC
Location: Centerville(Barnstable),Massachusetts
Construction Type: Single Family
Building Orientation: Bldg.faces 180 deg.from North
Conditioned Floor Area: 2079 ft2
Glazing Area Percentage: 13%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
157 SACHEM DRIVE BROWN LINDQUIST FENUCCIO& BROWN LINDQUIST FENUCCIO&
CENTERVILLE,MA RABER ARCHITECTS,INC. RABER ARCHITECTS,INC.
203 WILLOW STREET 203 WILLOW STREET
SUIT A SUIT A
YARMOUTHPORT,MA 02675 YARMOUTHPORT,MA 02675
(508)362-8382 (508)362-8382
Compliance:2.4%Better Than Code
�..
Wi
Ceiling 1:Flat Ceiling or Scissor Truss 1977 30.0 0.0 69
Wall 1:Wood Frame,16"o.c. 782 19.0 0.0 38
Orientation:Front
Window 1:Vinyl Frame:Double Pane with Low-E 48 - 0.280 13
SHGC:0.43
Orientation:Front
Window 2:Vinyl Frame:Double Pane with Low-E 10 0.280 3
SHGC:0.43
Orientation:Front
Window 3:Vinyl Frame:Double Pane with Low-E 60 0.280 17
SHGC:0.43
Orientation:Front
Window 4:Vinyl Frame:Double Pane with Low-E 8 0.350 3
SHGC:0.43 r
Orientation:Front
Door 1:Solid 22 0.400 9
Orientation:Front
Wall 2:Wood Frame,16"o.c. 805 19.0 0.0 37
Orientation:Back
Window 1:Vinyl Frame:Double Pane with Low-E 142 0.280 40
'SHGC:0.43
Orientation:Back
Window 2:Vinyl Frame:Double Pane with Low-E 12 0,280 3
SHGC:0.43
Orientation:Back
Door 2:Glass 40 0.280 11
SHGC:0.42
Orientation:Back
Wall 3:Wood Frame,16"o.c. 537 19.0 0.0 30
Orientation:Right Side
Window 2:Vinyl Frame:Double Pane with Low-E 9 0.280 3
SHGC:0.43
Orientation:Right Side
Project Title: PROPOSED RESIDENCE FOR MARGARET ABRAMS Report date:10/20/08
Data filename:T:\RESIDENTIALWbrams ResidenceWdmin\Specirications\ABRAMS REV.rck Page 1 of 5
1
Door 1:Solid 22 0.400 9
Orientation:Right Side
Wall 4:Wood Frame,16"o.c. 537 19.0 0.0 31
Orientation:Left Side
Window 1:Vinyl Frame:Double Pane with Low-E 24 0.280 7
SHGC:0.43
Orientation:Left Side
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2079 19.0 0.0 98
Furnace 1:Forced Hot Air 86 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 2006 IECC requirements in
REScheck Version 4.2.0 and to comply with the mandatory require •ents listed in the RESJch�ecJk I�sipection�Checklist.
Name-Title Signature Date
Project Title: PROPOSED RESIDENCE FOR MARGARET ABRAMS Report date: 10/20/08
Data filename:T:\RESIDENTIALWbrams ResidencelAdminlSpecificationsWBRAMS REV.rck Page 2 of 5
REScheck Software Version 4.2.0
Inspection Checklist
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments-
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation
Comments-
❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation
Comments:
❑ Wall 3:Wood Frame,16"o.c.,.R-19.0 cavity insulation
Comments-
❑ Wall 4:Wood Frame,16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑Window 2:Vinyl Frame:Double Pane with Low-E,U-factor.0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?—Yes No
Comments:
❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor.0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑Window 4:Vinyl Frame:Double Pane with Low-E,U-factor.0.350
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?—Yes No
Comments:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,1-1-factor 0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?—Yes No
Comments:
❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor.0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?—Yes No
Comments:
❑Window 2:Vinyl Frame:Double Pane with Low-E,U-factor.0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?_Yes No
Comments:
Project Title: PROPOSED RESIDENCE FOR MARGARET ABRAMS Report date: 10/20/08
Data filename:T:IRESIDENTIAL1Abrams Residence\Admin\SpecificationslABRAMS REV.rck Page 3 of 5
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.280
for windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?_Yes_No
Comments:
Note:Up to 15 sq.ft of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.
Doors:
❑ Door 1:Solid,U-factor.0.400
Comments:
This door is exempt from the U-factor requirement.
❑ Door 2:Glass,U-factor.0.280
Comments:
❑ Door 1:Solid,U-factor.0.400
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Heating and Cooling Equipment:
❑ Furnace 1:Forced Hot Air.86 AFUE or higher
Make and Model Number.
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. .
❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM
E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from
insulation.
Sunrooms:
❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Vapor Retarder:
❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that
moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided.
Comments:
Materials Identification:
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ,
❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner
that achieves the rated R-value without compressing the insulation.
Duct Insulation:
❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8.
❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6.
Duct Construction:
❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and
mechanically fastened. `
❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure
systems.Tapes and mastics are rated UL 181A or UL 181 B.
❑ Building framing cavities are not used as supply ducts.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International
Mechanical Code.
Project Title: PROPOSED RESIDENCE FOR MARGARET ABRAMS Report date: 10/20/08
Data filename:T:IRESIDENTIAL1Abrams ResidenceWdminlSpecificationsWBRAMS REV.rck Page 4 of 5
Temperature Controls:
' Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code.
Circulating Hot Water Systems:
LJ Circulating hot water pipes are insulated to R-2.
Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not
in use.
Heating and Cooling Piping Insulation:
Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2.
Certificate:
A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment
NOTES TO FIELD:(Building Department Use Only)
Project Title: PROPOSED RESIDENCE FOR MARGARET ABRAMS Report date: 10/20/08
Data filename:T:IRESIDENTIAL1Abrams ResidencelAdmin\Specifications\ABRAMS REV.rck Page 5 of 5
2006 OEcc Energy
Efficiency certificate
Ceiling I Roof 30.00
Wall 19.00
Floor I Foundation 19.00
Ductwork(unconditioned spaces):
Window 0.28 0.43
Door 0.28 0.42
Forced Hot Air Furnace 86 AFUE
Water Heater.
Name: Date:
Comments:
10—31-200S
�n�rqi t A
sASNsrAELF,
CT 8 �71 :19
Town of Barnstable
Zoning Board of Appeals _
Decision and Notice
Bulk Variance No. 2008-048-Abrams
Minimum Front Yard Setback off Route 28
To allow the construction of a dwelling 65-feet off Route 28 where a 100-foot minimum setback is required.
Summary: Granted with Conditions
Applicant: Margaret J. Abrams
Property Address: 157 & 143 Sachem Drive, Centerville MA
Assessor's Map/Parcel: Map 209 Parcel 023 &Map 229 Parcel 105
Zoning: Residence D-1 Zoning& Resource Protection Overlay Districts
Background:
Appeal No. 2008-048 sought a bulk variance to develop a vacant lot with a single-family dwelling
located not in conformance with the required zoning setback off Route 28. The subject lot is
addressed asl57 Sachem Drive, Centerville, MA and is owned by the applicant, Margaret J. Abrams.
It is a 20,800 sq.ft., lot accessed from Sachem Drive. However, the rear of the lot borders Route 28
and therefore has two required front yard setbacks which are 30-feet off Sachem Drive and 100-feet off
Route 28.
The lot was created by a subdivision plan entitled:"Mattakeese Village, Subdivision Plan of Land in
Centerville, Mass as surveyed for Marshall M. Dranetz and Benjamin Kepnes." The plan was recorded
at the Barnstable Registry of Deeds in Plan Book 198, page 47 on July 23, 1965. At that time, the
Residence D-1 required a minimum lot area of 20,000 sq.ft. The lot is a legally created, pre-existing
undersized lot that has been protected as a separate building lot pursuant to Section 240-91.G as it
was buildable on November 19, 2000 (date of enactment of Resource Protection Overlay District).
Plans for the proposed dwelling show that it measures 52 feet deep by 93.6 feet long. The structure is
to be a two-story, five-bedroom dwelling consisting of 2,937 sq.ft. built with a full basement of 2,062
sq.ft., with an attached 784 sq.ft., two-car garage. The back deck is an open deck consisting of 280
sq.ft.'and the front porch is approximately 158 sq.ft. The total lot coverage by building and structure is
3,284 sq.ft. (15.8%). The variance is requested as the plans submitted show the structure situated 65
feet off Route 28 where a 100-foot minimum setback is required resulting in a variance of 35 feet.
Procedural & Hearing Summary:
This appeal was filed at the Town Clerk's office and at the office of the Zoning Board of Appeals on
June 11, 2008. An extension of time for holding the public hearing and filing of the decision was
executed and signed. A public hearing before the Zoning Board of Appeals was duly advertised and
notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was noticed for July 26,
Town of Barnstable,Zoning Board Of Appeals—Decision and Notice
Bulk Variance No.2008-049-Abrams
2008 and moved due to a lack in quorum to September 10, 2008. At that time, the hearing was
opened and then continued to September 24, 2008 at which time the Board found to grant the
variance with conditions. Board members hearing and deciding this application were James F.
McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, and .Chair, Laura F. Shufelt,
Attorney Peter L. Freeman represented the applicant. He introduced the applicant, her husband
William J. Abrams and their son David. Also present with the applicant were representatives from the
architectural firm of Brown,Lindquist, Fenuccio & Raber. Attorney Freeman gave a summary of the
case and cited conditions relevant to the property and circumstances relating to the proposed location
of the dwelling. He stated that the proposed dwelling, its location and design, is being dictated by the
Abrams'son's needs. The circular drive is needed to provide a handicapped drop-off for a van or
small bus. The 15-f000t setback off that driveway is needed to provide sufficient room for a
handicapped walkway to the front porch and entry. From there, the entire first floor of the dwelling is
to be handicapped accessible. The entire first floor, garage and the back deck are all designed and
sized to accommodate his needs. The number of bedrooms is being provided as this home will be
occupied by David's caretaker and her family which will total 8 people.
Attorney Freeman submitted photos of abutting properties, letters of support and an exhibit identifying
other lots where past variances have been granted. The Board asked several questions regarding the
proposed construction, location, size, possible impacts on the neighborhood and Long Pond and ,
Route 28, and the level of proposed clearing.
Board Chair, Laura Shufelt, noted that letters were submitted that night to the file. They are from; Lucy
and David Banner of 158 Sachem Drive, Walter L.Jebens, Treasurer and Executive Committee
Member, Mattakees Village Association and President of Barnstable Newcomers Club, Glenn D.
Mathieu and Lisa A. Mathieu of 28 Sachem Drive, William E. Skinner and Edith R. Skinner of 8
Sachem Drive, Doctor Saechin Kim, MD PhD of 1269 Beacon Street, Brookline, MA, Eileen Cullen
PT, Clinic Director for Physiotherapy Associates, 1663 Falmouth Road, Centerville , and Dr. Cesare T.
Lombroso, M.D. PhD., Harvard Medical School at 319 Longwood Avenue, Boston, MA. Public
testimony was requested and William E. Skinner, David Banner, Walter Jebens, and Attorney John
Kenney spoke in favor.
The Board determined to continue the appeal to the hearing of September 24, 2008. At that hearing,
Attorney Freeman recapped the proposal and cited that the applicant would re-vegetate the area
disturbed along the 30 feet buffering Route 28 including erecting a fence to block any views and
lessen noise from Route 28. The Board and applicant further refined the proposed area of the home
that could be finished as living area.
Findings of Fact:
At the hearing of September 24,2008, the Board unanimously made the following findings of fact:
1. Appeal No. 2008-048 is that of Margaret J. Abrams for property is addressed as 157 Sachem
Drive, Centerville MA and is shown on Assessor's Map 209 as parcel 023. The lot is in a
Residence D-1 Zoning District. The lot fronts on two streets, Route 28, a state highway and
Sachem Drive, a residential subdivision roadway. Route 28 requires a 100-foot front yard setback,
Sachem Drive requires a 30-foot front yard setback. The applicant has applied for a variance to
2
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r
Town of Barnstable,Zoning Board Of Appeals—Decision and Notice
Bulk Variance No.2008-049-Abrams
Section 240-11.E, Bulk Regulation, Minimum Yard Setback off Route 28. The applicants seek to
develop the lot with a single family dwelling to be located 65 feet off Route 28 where a 100-foot
minimum setback is required.
2. The proposed location of the structure is based upon unique circumstances with respect to its
intended use which is to house their handicapped son David and his caretaker's family. The need
is for handicapped accessibility that includes a circular drop off in addition to ramps and the first
floor accessibility requirements.
3. In this instance, a literal enforcement of the provisions of the zoning ordinance would involve
substantial hardship, to the petitioner and their intended use to house their son in neighboring
proximity to their home. Also, as neighbors have testified in support of the proposals and the
granting of the relief, this relief may be granted without substantial detriment to the public good
and without nullifying or substantially derogating from the intent or purpose of the zoning
ordinance.
4. The applicant therefore has met the statutory requirement of MGL Chapter 40A, Section 10 for
granting the variance.
Decision:
Based upon the findings, a motion was duly made and seconded to grant Appeal No. 2008-049 to
allow a vacant lot, addressed as 157 Sachem Drive, Centerville MA (Assessor's Map 209, parcel 023),
to be developed with a 65-foot setback off Route 28 when zoning requires a 100-foot setback subject
to all of the following conditions.
1. The dwelling to be constructed on the lot shall be built substantially in conformance to the
architectural plans submitted entitled; "Proposed Residence for Margaret Abrams 157 Sachem
Drive, Centerville MA" as drawn by Brown, Lindquist, Fenuccio & Raber, Architects, Inc., dated
5/13/08 and consisting of five sheets.
2. The finished living area within the proposed dwelling shall not exceed that of 4,900 sq.ft. The
attached garage area shall not exceed 784 sq.ft. The total number of bedrooms shall not exceed
five (5).
3. The first 30 feet of the lot abutting Route 28 that is disturbed shall be re-vegetated to act as a buffer
to the roadway. A plan for re-vegetating the disturbed area shall be developed by the applicant
and submitted to the Board's staff for approval. The buffer shall be installed prior to the issuance
of any occupancy permit for the dwelling to be built.
4.. The on-site septic system shall conform to all Title 5 regulations and all local Board of Health
requirements as of June 2008 without variances from the Board of Health.
5. Development is limited to that authorized in this decision. Upon completion of the dwelling
herein authorized, there shall be no expansion in gross area or in footprint. Any accessory
building shall also be required to be located within that buildable portion of the lot as varied by
this decision.
3
f
Town of Barnstable,Zoning Board Of Appeals— Decision and Notice
Bulk Variance No.2008-049-Abrams
RIO
6. Use of the lot is limited to one single-family dwelling and its accessory uses as authorized in the
Residence D-1 Zoning District.
7. All mechanical equipment associated with the dwelling shall be located to conform to the required
setbacks for the district as varied herein and shall be screened from abutting neighbors.
8. Construction shall comply with all applicable building, health and fire codes.
9. All increase in runoff shall be required to be contained on-site and shall not be directed into
abutting lots or onto Sachem Drive.
10. This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded
document must be submitted to the Zoning Board of Appeals office and to the Building Division
before any building permit is issued for the construction. The relief authorized -the building of a
dwelling within the 100-foot setback off Route 28- must be executed within one year of the filing
of this decision by securing a building permit for the dwelling. Thereafter, the construction must
be initiated and proceed to completion uninterrupted, or this variance shall expire.
The vote was as follows:
AYE: James F. McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, Laura F. Shufelt
NAY: None
Ordered:
Appeal 2008-048 has been granted subject to conditions. This decision must be recorded at the
Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning
Board of Appeals Office. The relief authorized by this decision must be exercised within one year.
Appeals of this decision, if any, shall be made pursuant to MGL Chapter.40A, Section 17, within
twenty(20) days after the date of the filing of this decision. A copy of which must be,filed in the office
of the Barnstable Town Clerk.
Laura F. Shufelt, Chair Date Signed
I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts.,;,her'eby
certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this de�,isi'on and
that no appeal of the decision as been filed in the office of the Town Clerk.
Signed and sealed this day of under the pains and penalties ot,_per3ury
i
Linda Hutchenrider, Town Clerks .
4
r
IME
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1 �. hown of Barnstable
Assessing Division
367 Main Street,Hyannis MA 62601
FD MP'�
www.town.barnstable.nia.us
Office: 508-862-4022 - Jeffery A.Rudziak,MAA
FAX: 508-862-4722 Director of Assessing
ABUTTERS LIST CERTIFICATION
July 10, 2008
RE: Adjacent Abutters List
For Parcels) :R229-105
143 Sachem Dr, Cent
As requested, I hereby certify the names and. addresses as submitted on the
attached sheet(s) as required under Chapter 40A, Section 11 of the
Massachusetts General Laws for the above referenced parcel. They appear on
the most recent tax list with the mailing addresses supplied with no exception.
Nancy J Fin8h, MAA
Assistant Assessor
Attachment
QAABUTTER LETTERS\abutters-blank.DOC
` AbugerReport Page 1 of 2
Zoning Board of Appeals (ZBA) Abutter List for Map &
Parcel(s): '229105'
Parties of interest are those directly opposite subject lot on any public or private street or way
and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot.
Total Count: 27 close
Map &Parcel Owner! Owner2 Addressl Address 2 Mailing Country De
CityStateZip
209005 SKINNER, WILLIAM 8 SACHEM DR CENTERVILLE, USA 66,
E& EDITH MA 02632
209006 SKINNER, WILLIAM WILLEDITH TRUST 8 SACHEM DR CENTERVILLE, USA 44(
E TRUSTEE MA 02632
209011 MATHIEU,GLENN D 28 SACHEM DR CENTERVILLE, 15,
MA 02632
209019 CUMBERLAND 777 DEDHAM ST CANTON, MA USA 71,
FARMS INC 02021
LUNDBERG,. HAMNG AMI
C/O ROBERT SNIDER, R
209020 EDMUND M & ESQ 11 CAHILL PK DR F MA 01702
FRAMING
USA 30'
SIMON; ]
ROCKNESS,JOHN M 619 OLD CENTERVILLE
209021 & POND, DANIEL P STRAWBERRY HILL MA 02632 20:
RD
Z09023 ABRAMS, 135 POWDER SOMERVILLE, USA 632
MARGARET J HOUSE BLVD MA 02144
209024 MITCHELL, 40 SACHEM DR CENTERVILLE, USA 11!
PATRICIA E MA 02632
209056 BANNER, DAVID & 158 SACHEM DR CENTERVILLE, USA 66;
LUCY MA 02632
209073 PETZE, RICHARD J P O BOX 122 COTUIT, MA USA 11g
&JONI A 02635
SCHILLING, CENTERVILLE
229088001 GEORGIANN 7 COTTAGE LN MA 02632 USA 10!
229088002 COLETTI, BESSIE B 21 COTTAGE LN CENTERVILLE,MA 02632 USA 11!
229088003. ELMER, DAVID B& LEONELLI-ELMER, 40 COTTAGE.LN CENTERVILLE, USA 19(
CHRISTINE MA 02632
229089 CARPENTER, %CARPENTER, CARPENTER _ CENTERVILLE,
JUDITH A JUDITH A,TRS NOMINEE TRUST 25 PEN LANE MA 02632 22.
CAREY,JAMES N & T CENTERVILLE
229090 CHRISTINE 1421 FALMOUTH RD MA 02632. USA 86:
SUNDERMAN, SUNDERMAN, CENTERVILLE,
229091 HERBERT J & DRUSILLA A 101 SACHEM DR MA 02632 . USA 10:
229094 POLIA, MICHAEL ET REENSTIERNA, MARIE 118 SACHEM DR CENTERVILLE, USA 11(
AL TRS MA 02632
229095 ERIKSON, JOHN E 288 PHINNEYS LN CENTERVILLE, C1,
MA Q2632
229096 ERIKSON,JOHN E 228 PHINNEYS LN CENTERVILLE, USA C1,
MA 02632
HANSON, STEPHEN %RAMACORTI, ELLEN CENTERVILLE
229097 R ET ALS TR L 242 PHINNEYS LN USA 66:
MA 02632
229104 CARPENTER, %CARPENTER, CARPENTER 25 PEN LANE CENTERVILLE, 22:
JUDITH A JUDITH A,TRS NOMINEE TRUST MA 02632
httn•//www town harnsta.hlP ma nc/nrr.imc/annQanann/Abet prRannrt A '7/7/')OOQ
butterReport Page 2 of 2
ABRAMS, 135 POWDERHOUSE SOMERVILLE MA
229105 MARGARET J & BLVD 02143 20192/(
WILLIAM J
229106 CAVIC, MICHAEL G 130 SACHEM DR CENTERVILLE, USA 18859/(
& HELEN C MA 02632
DRANETZ M M & MATTAKESSE CENTERVILLE
229107 KEPNES, BENJAMIN VILLAGE ASSOC C/O JEBENS 87 SACHEM DR MA 02632 1313/2�
229118 TRARDONE, LINDA C C/O COTE; LINDA L PO BOX 944 CENTERVILLE,MA 02632 USA 10454/:
230001 FARE, LINDA L 355 WINTON RD SHERBURNE, NY 13460 USA 9544/21
230002 BLISS,JEAN E 221 PHINNEY'S CENTERVILLE, USA 7326/2(
LANE MA 02632
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a
certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is
from the Town of Barnstable Assessor's database as of 7/7/2008.
httn-//www town harngtahlP ma 1,,,ftP,RP„nrt av„v9fxr"a-7R e
4
+ Town of Barnstable Zoning Board of Appeals f :`
ice of PubiicHeanng under the Zoning O�dmance Not # '
'To all persons inters§fed m or affected by fhe;Zonmg Board of Ap w
peals j qd i ectlon J,'.`of Chapt&A0A of the Gefigm aIMNof the;'
Commony✓eafthi of Massachusetts and all amendments theretoy
ou
are h6*,dot 66,d tfiat
fFt `str-e3-� -
7 o PM Appeal 2008-048}a s k Abrams x,h
Mafgaref J Abrartfs andWUham J Abrams have applied for a van
ance to S6ctiom24011;:E Bulk Regulation M.in..imum Lot rea and i
Sechdp 240,36 Resource Protechon,_Qverlay Distract The applicapts a
seek to create a bwldable underszed lot of 20 800 sq ft r from a ya
cant lotthaf dtics merged'due to common ownership wrth,an;abuttuig
undersized evelop Iot�Fhe�istnct s regulationsnow require a mini
mum lot area of 2 acres for a builtlable lot The vacant. `ad
dt6sed157,SkNii Dnye{Centerville MA dillYisshown�ofon Asses
sor's Mapp 209 as parcel,023 tThe ddveloped IbYis addressed 143 Sa
cfiam DrivewenteMI16.MA and is;show on Assessor's Map 229 as ?
parceli105 The lots are in a Residence D 1 Zorilrig Distract and a Re
zsqurcePro�ect�ton Overlay Distn1 � Ugti yR s�
PM App" (NiJ8-049 c Abrams (�s' �
ns$ fhS� i, ijiG� r`stirAa
Margaret J Abra s and,Wdliam J:Abrams
havq.applied for�Vgrr
ance to Sectig0 2011 E'Bulk Regulation Minimum Front i and Set r
gle f m y dwell g to be ocat d 65 fe t odjJve ff RouPe 28lvynk e a 100
foot minimum setback is requved Tliesublect property is addressetl�
k57 Sachem Drwe`Centerville7MA apd is s4bWn ort Assessor
6—.t-as4ce023,Th}otff ma Reid.ence D 1-E mfi0isbr"1c t
7 tb PM Appeal 2008 047 4 Companies Lt x �
,'Dune d ��
- t)unhdl Companies`Ltd(�has applied for a�Specia�;permd pLrsua`nt�ta;
- Section-240:94 B Expansion of a Preexisting Nonconforming Use "
T.he apphcarf{isseekmg o construct a 40 foot b`y 60>o"ot structure
foi storage of egwpment related toahe garden.cgnters landscape ".'
business ?fie subject property is commonly,know as Bush Gar
dens addressed 182 Osferville West 8amstab)e`Road and is shown
on Assessor s Map 120 as parcel 005 The property is,In a Reside ce
C,Zbmng Distract and,4�a�iWeliJJhead PfofectiongOvDrlay DisUldt Y 4z
2'4 � `�
7r30 PM appeal 2008 yO¢SO�i AA TBr�dges y tk� y
'I 1>S'}.Jrm
Albert William Bndges has applied for a Special Peit pursuant to
Section?40 97J. A(1)Faintly Apartments The appbcant seeks
fablish a family apartment 6f}1 000 sq,ft`to`be located in a proposed S
adddion to the existing.dwelling The proposed apartment exceeds:,
tfe B00 sq ff'permtlted as of oght under zoning=The property a ad
dressed 78 Ktlkore DnvaiHyanms,MA and is shown onsAssessors''.
Map 272 as.parcel 005 006 It is in a Residence C(Zoning Disfnct
These pubbc({earingsywill be field at the Barnstable,Tovfn Ball`367
n Street Hyanms':MA Hearing;Room 52nd'EUROWetlnesday`
fuly 23,2008;Plansandappbcations day be ieviewed at the';Zonmg
Board of Appggals Office.Growth Management Ddpartment Town Of
fices 200MainStreet Hyannis
Cape Cod Timescc j4 � Nightingale Chairman
July fl&152008��,;,, � ,�;,,,Zoning Board ofpppeals `. _°
Tom--
t
F
BARNSrABM
MAM .08 OCT -g Ai i
Town of Barnstable
Zoning Board of Appeals
Withdrawn Notice
Abrams
Appeal 2008-049- Bulk Variance, Minimum Lot Area
Summary: Withdrawn without Prejudice
Applicant: Margaret J. Abrams and William J. Abrams
Property Address: 157 & 143 Sachem Drive, Centerville MA
Assessor's Map/Parcel: Map 209 Parcel 023 & Map 229 Parcel 105
Zoning: Residence D-1 Zoning District& Resource Protection Overlay District
Relief Requested and Background:
In this appeal before the Board, the applicant sought to "unmerge" a vacant lot of 20, 800 sq.ft., from a
developed lot of 24,400 sq.ft. The intent being to develop the vacant lot with a single-family dwelling.
The subject lots are Lot No. 4, the developed lot addressed as 143 Sachem Drive (Assessor's
Map/Parcel 229/105), and Lot No. 3, addressed 157 Sachem Drive (Assessor's Map/Parcel 209/023).
According to information submitted with the application, the assumption was that the two lots merged
on August 25, 2005 with the recording of a deed at the Registry of Deeds in Book 20192, page 25 for
the house lot (Lot No. 4). That transfer caused the vacant lot and the developed lot to come into the
identical ownership under the name of Margaret J. Abrams.
Procedural & Hearing Summary:
This appeal was filed at the Town Clerk's office and at the office of the Zoning Board of Appeals on
June 11, 2008. An extension of time for holding the public hearing and filing of the decision was
executed and signed.. A public hearing before the Zoning Board of Appeals was duly advertised and
notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was noticed for July 26,
2008 and moved due to a lack in quorum to September 10, 2008. At that time the hearing was
opened
Attorney Peter L. Freeman represented the applicant. He gave a summary of the case and cited
conditions relating to the applicant and the property. He also submitted photos of abutting properties,
letters of support and an exhibit identifying other lots where past variances have been granted. Laura
Shufelt, Board Chair, noted that letters have been submitted to the file. Public testimony was --
requested and taken.
During that testimony, Attorney John Kenney, spoke in favor noting that he questioned if the relief was
needed. Town Attorney, Ruth J.Weil addressed the Board. She explained that Section 240-91.G,
Resource Protection Overlay District applies to this area. That section permanently protects all lots
that were buildable on the effective date of adoption of that section, November 19, 2000. She t
concurred that the issue should be reviewed to determine if relief is needed.
• �>Y .• 1.
Town of Barnstable,Zoning Board of Appeals—Notice of Withdrawn without Prejudice
Appeal 2008-049-Abrams-Bulk Variance,Minimum Lot Area
The Board determined to continue the appeal to the meeting of September 24, 2008. At that
continuance, confirmation from the-Building Commissioner was received agreeing that the subject
vacant lot is a protected undersized lot pursuant to Section 240-91.G. Thereupon, Attorney Freeman
requested that Appeal 2008-049 be withdrawn without prejudice.
Motion:
At the hearing of September 24, 2008 a motion was duly made and seconded to grant the request to
withdraw Appeal 2008-049 without prejudice.
The vote was as follows:
AYE: James F. McGillen, William H. Newton, Michael P. Hersey, Craig G. Larson, Laura F. Shufelt;
Nikolas J. Atsalis, Alex M. Rodolakis
NAY: None
Ordered:
Appeal 2008-049 has been withdrawn without prejudice. Appeals of.this decision, if any, shall be
made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of
this decision. A copy of which must be filed in the office of the Barnstable Town Clerk.
/�CiIGG� 7, gal Slog-
Laura F. Shufelt, air Date Signed
I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby
certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and
that no appeal of the decision has been filed in the office of the Town Clerk.
Signed and sealed this-' --y of Q under the pains and penal ices of,perjLi
Linda Hutchenrider, Town`-C Prk .
2
- town of Barnstable
• &UtNnABM Assessing Division
367 Main Street� y Hyannis MA 02601
_
www.town.barnstable.rna.us
Office: 508-862-4022 Jeffery A.Rudziak,MAA
FAX: 508-862-4722 Director of Assessing
ABUTTERS LIST CERTIFICATION
July 10, 2008
RE: . Adjacent Abutters List
For Parcel(s) :R229-105
143 Sachem Dr, Cent
As requested, I hereby certify the names and addresses as submitted on the
attached sheet(s) as required under Chapter 40A, Section 11 of the
Massachusetts General Laws.for the above referenced parcel. They appear on
the most recent tax list with the mailing addresses supplied with no exception.
Nancy J Fin6h, MAA
Assistant Assessor
Attachment
Q:\ABVTTER LET"TERS\abutters-blank.DOC
y •AbtitterReport Page 1 of 2
Zoning Board of Appeals (ZBA) Abutter Lost for Map &
Parcel(s): '229105'
Parties of interest are those directly opposite subject lot on any public or private street or way
and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot.
Total Count: 27 Close
Map &Parcel Owneri Owner2 Addressi Address 2 Mailing CountryCountry de
209005 SKINNER, WILLIAM 8 SACHEM DR CENTERVILLE, USA 66.
E& EDITH MA 02632.
209006 SKINNER, WILLIAM WILLEDITH TRUST 8 SACHEM DR CENTERVILLE, USA 44(
E TRUSTEE MA 02632
209011 MATHIEU, GLENN D 28 SACHEM DR CENTERVILLE,MA 02632 15:
209019 CUMBERLAND 777 DEDHAM ST CANTON, MA USA 71.
FARMS INC 02021
LUNDBERG, C/O ROBERT SNIDER FRAMINGHAM
209020 EDMUND M & ESQ 11 CAHILL PK DR MA 01702 USA 30:
SIMON,J
209021 ROCKNESS, JOHN M 619 OLD POND DANIEL P STRAWBERRY HILL CENTERVILLE, 20:
& RD MA 02632
209023 ABRAMS, 135 POWDER SOMERVILLE, USA 63;
MARGARET J HOUSE BLVD MA 02144
209024 MITCHELL, 40 SACHEM DR CENTERVILLE, USA 11.
PATRICIA E MA 02632
209056 BANNER, DAVID& � 158 SACHEM DR CENTERVILLE, USA 66;
LUCY MA 02632
20.9073 PETZE, RICHARD J P O BOX 122 COTUIT, MA 'USA 11i
&JONI A 02635
229088001 SCHILLING, 7 COTTAGE LN CENTERVILLE, USA 10!
GEORGIANN MA 02632
229088002 COLETTI, BESSIE B 21 COTTAGE LN CENTERVILLE, USA 11!
MA 02632
229088003 ELMER, DAVID B& LEONELLI-ELMER, 40 COTTAGE LN CENTERVILLE, USA 19(
CHRISTINE MA 02632
229089 CARPENTER, %CARPENTER, CARPENTER CENTERVILLE,
JUDITH A JUDITH A,TRS NOMINEE TRUST 25 PEN LANE MA 02632 22.
CAREY DAMES N & CENTERVILLE
229090 1421 FALMOUTH RD USA 86'
CHRISTINE MA 02632
SUNDERMAN, SUNDERMAN, CENTERVILLE,
229091 HERBERT J.& DRUSILLA A 101 SACHEM DR MA 02632 USA 10;
229094 POLIA, MICHAEL ET REENSTIERNA MARIE 118 SACHEM DR CENTERVILLE,o USA 11(
AL TRS '. MA 02632
229095 ERIKSON,JOHN E 288 PHINNEYS LN CENTERVILLE, Cl,
MA 02632
229096 ERIKSON, JOHN E 228 PHINNEYS LN CENTERVILLE, USA Cl,
MA 02632
HANSON, STEPHEN %RAMACORTI, ELLEN CENTERVILLE
224097 R ET ALS TR L 242 PHINNEYS LN MA 02632 USA 66:
229104 CARPENTER, . %CARPENTER, CARPENTER CENTERVILLE
JUDITH A JUDITH A, TRS NOMINEE TRUST 25 PEN LANE MA 02632 22`
htfn /Axnxnxr tmxrn hnrncfAlP ma nc/nrr.ime/nnnaPnann/AhnftPrRPnnrf acnv`)t-vm-=7R A 7/7/�MSZ
• `* ',AbutterReport Page 2 of 2
ABRAMS, 135 POWDERHOUSE SOMERVILLE MA
229105 MARGARET J & BLVD 02143 � 20192/(
WILLIAM J
CAVIC, MICHAEL G CENTERVILLE
229106 &HELEN C 130 SACHEM DR MA 02632 USA 18859/(
229107 DRANEfZ, M M & MATTAKESSE C/O JEBENS 87 SACHEM DR CENTERVILLE, 1313/2S
KEPNES, BENJAMIN VILLAGE ASSOC MA 02632
229118 NARDONE, LINDA C C/O COTE, LINDA L PO BOX 944 CENTERVILLE, USA 10454/:
TR MA 02632
230001 FARE, LINDA L 355 WINTON RD SHERBURNE, NY USA 9544/2t
13460
221 PHINNEY'S CENTERVILLE
230002 BLISS, JEAN E LANE MA 02632 USA 7326/2(
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a
certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is
from the Town of Barnstable Assessor's database as of 7/7/2008.
httn•//www town hgrnctalila ma nc/grr.imc/gnnor ngnn/AbnttarPPnnrt gc,;v7tvna=7T1 A 7/7/')002
1' � Town of Barnstable Zanin Board of aptreals :is 4'
Notice of Pubilc Hearing yndeQthe Zoning Ordinance�_��
To all persons interested in or affectetl by the Zoning Boardof Ap�:
peals Under'Sechon 11>of Chapter_40A of theGeneral'Laws of the
..Commonwealth of Massachusetts,and all amendments thereto you
are hereby riotdsed
tst-rrrk`E`wigk.
7 00 PM Ap0eaI,Z008-048� , Abrams fi fi
Margaret J_Abrams and Wd�tam J l�brams have apphe�for a Van
ante to,Sectiom240 1fE Bulk Regulation Mrnimu�n Lot Brea and
Sectidn 240 36 Resource Protecpon`Overlay Distnct The applicants
seek to create a bwldabls understzesi lot of 20 800 sq ft from a va
cant lottfiat':hes mergedidue to common ownership wdh an abutting
Gndersszed develop Iat e dlstnot s regulaponsnow requsre a mitts,,.`
:'mum lotarea of 2 pp,-
fora"buildable to€.The vacant of ss ad
tlressed 157:Sachem Drive Centerville Mq and-:iszshgW'q'Rn�Asses
sor s Map 209 as parcet023 add rThe developed„Ibt is resseg,143 Sa
sihem Dnvp Centervdle 'MA and rs show on Assessors Map 229 as
parcel'105 The lots are in a Residence D TZoniog Dish set aqd a Re
source Protection Overlay Distnct try 4 �; .
7 00 PM Appeal 2008-049 +
�wr
.Margaret J pbra s andyW ibam J Abrams have applied foG,a Van
ante to Sebtton 2�011 f BUIk Regulation MlnlmunPFront yartl Set
back off Route 28 The'apphcants seek to devel00,14he lot gf15le7 faSmacdhyeitlmwelUng to be_located 65f v-dd fidresssen
eet offoue 28yhgre aT00q
r
ootmldimum ir ek" proprtrs a
Driv Cnrville
;
MA and 1 M shown on Assessor s Map
2Q9as parcel 023 th'10t ss in a Residence D t Zoningls e tr�ct ,
715 PM Appeal 2008u047tDunhli�CompamesNNE
�td y;y
f):unhdhCargpames Ltd,-has applsed-for.a Special pOffi t p�irsuant to
Sectson 240'94 B FxPansson'af a`PLeexssttng,Nonoonfor(rimg Use
apphcanf is seeksnlj to construct a 40 foot by 60 foot structu The re '
for storage`0f egmpment related tathe`garden!centers andscape
business T i subject-property is Gommonty•khowxas Bust Gar ':
rjens addressed 182 Osterviile West Barnstable Roadandis shown
on Assessors Map 120 aWs parcel 005 The properly is sn a Resi�er(ce
GZbmng Otstncf antl a ellhead Pttltectton Overlay Dsst�nct' �
7- PM�2'APpeal 220008050 "hy w y BfltlO\h t ` M `
Alber Wllham Bridge§�ffas 6pp11ed fora Special PeFmd,pursuant t6
S.ectmn 240 471 A(t FamUy Apartments The appbcant seeks to es
�tabbsh family apartment o[1 000 sq ft to be focatecm a proposed
- adddlon to,the exsstsng`dwelhng The proposetl:;apartment�exceeds�
the 800 sq it permdted as of oght,under zontngThe property a ad
tlfessetl 78 Ktlkore Drive,Hyannis,zMA and is shown on Assessors t
Map3272 as patceI-005�006 t 1s51s In„a Residence}C 1 Zoningfn
Disct'
These 1'ubho;({eanngs'wlll be`heitl at the Barnstable Towil fall 367
Marrs.Street "�lyanmsMA Hearing fRoom 2nd Floor Wetlnesday�
Jbty 23 200ti Plansand>'apphcatssins may be reviewed the
at Zoning
BoaFd of Appggass Office Growth M`ar�agement Department Town Of
flees 200 MairuStreet,�Iyanms MA1; t `s�,„�?�< ��� �
Ca�e Cod Tirties s " GOsI C Nightingale Chasrman
I Ju y B,& Zoning Board of Appeals z
1 �y3 At
-
3
BOOK6334FAGE 107 3�638
5623
DEED
We, Paul J. Petersen, Jr. , of 3501 40th Street North, St.
Petersburg, Florida and Deborah A. Sands, of 138. Powder House
Boulevard, Somerville, Massachusetts for consideration -or-
Margaret J. Abrams-.of 135 Powder
House Boulevard, Somerville, Massachusetts all of our right,
title and interest in and to the land situated in (Centerville) .
Barnstable, Barnstable. County, Massachusetts shown at LOT 3,
Mattakeese village, on a plan entitled "Mattakeese Village,
Subdivision Plan of Land in Centerville, Mass. as surveyed for
Marshall M. Dranetz and Benjamin Kepnes, Scale 1" = 40' , July -
23, 1967. Nelson Bearse-Richard Law surveyors, Centerville,
Mass...", recorded in Barnstable County Registry of-Deeds, Book
198, Page 47, consisting of. Twenty Thousand Eight Hundred and-
00/100 (20,800.00) square feet, more or less.
The foregoing conveyance is made subject to and/or with the
benefit of (as the case may require) any easements,
restrictions, encumbrances and mortgages of record which, as of
the date of recording hereof, are then in full .force and
applicable, and subject to real estate _taxes for the current
year, which Grantee assumes and agrees to pay.
Being the same premises conveyed to Jean M. Petersen by deed of v
Jean M. Petersen, Trustee of Saxon. Homes Realty Trust, dated
December 9, 1975 and recorded with Barnstable Coun.ty.Registry
of Deeds -in Book 2282, Page .150.
For our title see Estate of Jean M. Petersen, Middlesex Probate
Court, Docket No. 86P0977E.
7
i .
60GXGM4mE i08'
Witness our hands and seals this a.8 da y_ of j"Iy,d�y�, 1988.
. t,!(.L/�i J !�•Ys.l,-i)y ✓. I✓�".q>{i''1V.-V\ � - 4-1��G✓ -
Pau�f Petersen, Jr./ Deborah A.. Sands
THE COMMONWEALTH OF MASSACHUSETTS
SUFFOLK, SS: Si�rtti ��
3tr�}c 1988
Then personally appeared the above-named Deborah A. Sands
and acknowledged the foregoing instrument to be her free act .
and deed before me...
. O
1AKIFILCRUE Notar Publi
J'_ �I Z
�THOFWCSr My Commission Expires. c:, �.i� :• t
MY COMMISSION EXMRES OCT.9 1999
State of Florida �• ;•r. p'a.i,•`V.
County of l.ir.�.1.I,� y . 1988
The foregoing instrument was acknowledged before me this .a$R\
date of JuIr, 1988 by Paul J. Petersen, Jr.
Notary '.S
My Commis on Eip�
No'vy Fo:: 5 ate "!�,14)v L0
..1991 p f
Comm WEALTH OF MASSACHUSEfTS
N N ' C -
<S1GJ
RECEDE JUL 18e
} }"ALIEN & MAJOR.
,t
ASSOCIATES, INC..
�.. 100 Commerce Way
P.O..Box 2118 4
- August 12, 2009 w f Woburn MA 01888701 18
Tel:(781)935-6889
Fax (781)935-2896 °
} Richard P.FenuccioRe A&1VI Project#1203-2$
Principal Abrams;Residence '
=Brown,iL dquist,.Fenuccio&Raber,.Archrte'.cts, " '}^A 157 Sachem Drive ' Y `
Inc: Centerville, MA
203.Willow Street, Suite A = ;
•. t .44{ �i � 9 ., r ) } Est ?;� 'r
Yarmouthport;`MA 01675 1 a�
^ :l A r.h ^ eC��•J Y° �� -� t'� 4 �� Pt {� !-„ i r 4..
-Dear Mr.,Fenuccio
This lettei is to confirm the structuraLmodificahons.and clarifications for.the referenced project discussed
` by.`'Browri; Lindquist Fenuccio,&,Raber'Architects, Inc., (BLFR), the Town of Bariistable,II Building +
` Department (Town) .and;the builder. ,These'.items-.are defined,to A&�M1 in an,-email'�rori 'BLFR.,dated k. .
August 10;2009`_
*„1 It is,understood;that verification of exterior wall sheathing fasteners was riot-'able to'.be made at
y: the time:`of.the'Town's inspection rt''As a,Tesult'it is proposed that each anchor,bolt:.arouiid
' perimeter,of'the structure will`be extended as shown m'.the sketch:;attached to 1referenced email
Specifically the,'anchor bolts will.be"extended with a coupling'arid threaded rod to an additional `
R
° 3"x3"_plate washer and nut located on the first floor sole plate .. The nut andi'plate washer at the j
Sill plate shall not be.renoved;to accomplish this connection,:;,,,
- t ,
2 The configuration of the }la'teral :fo"rce resishng:_system of the structure as shown on.4the t ='
.., t ,
construction documents was'derived.from a structural';analysis„iri accordance,with the Minimum Y�
+ `
t ..' DesaFr Loads for Buildings;and`Oth'er Structures'(ASCE-7) as permitted in section:5301 2 1',T
I trust that the mforination provided in the'enclosed documents.satisfies;Ae.needs of the project at thisd ~ ' '
time If you would like to discuss this'project further`or have any.questons;pleaseffeel free"to'contact the
undersigned f
Ue truly
, OUTS
rY YY '
. .., - !; tth, �, < t �p ) t.gt; t..X ,'.' 4 tr .t .I� t 4r • trra a y.F
'ALL N AJOR ASSOCIATES;
s
��' IALL
Or PBs�q}nq - y
) ✓ ` ���'
~ _
.) rian A. Walsh P E W+ • `
Structural Department Manager ® .d r
'Copy to A&lV1 File 1203 28 pp
Tom Swensson,BLFR
F` r
tk d) t
c c.
s civil & structural engineers • land surveyors'' • ', t,environmental consultants 3 ! landscape architects s
BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC.
13 August 2009
Jeff Lauzon
Barnstable Building Department
200 Main St.
Hyannis, MA 02601
RE: Structural Modifications/Abrams Residence
157 Sachemn Drive, Centerville, MA
Dear Mr.Lauzon,
Based upon our site visit last week on August 7, 2009, we have discussed with our
Structural Engineer, the modifications necessary to achieve proper exterior wall
connection to the foundation system, without relying on the exterior sheathing fasteners,
which were not visible during your recent inspection.
The attached sketch plan from our office was reviewed with our Consulting Structural
Engineer, Brian Walsh, from Allen & Major Associates, Inc., and he prepared the
attached letter confirming this approach as an acceptable method of anchorage.
I will forward an original wet stamped letter upon receipt but I trust this letter will
provide the assurance that the Building Department requires.
I will be out of the office next week but if you require an additional information; lease
Y p
feel free to contact our Project Manager, Tom Swensson.
Sincer ,
Richard P. Fenuccio
CC: Jim Milano (Milano Construction)
Margaret Abrams (Via E-mail)
Tom Swensson
Enc.
RPF/ak
203 WILLOW STREET,SUITE A PH 508-362-8382
YARMOUTH PORT,MA 02675 W W W.C A P E A R C H I T E C T S.C O M FAX 508-362-2828
ALLEN & MAJOR
ASSOCIATES; INC.
100 Commerce Way
P.O.Box 2118
August 12,2000 Woburn,MA 01888-0118
Tel:(781)935-6889
Richard P. Fenuccio Re: A&M Project#1203-28 Fax:(781)935 2896
Principal Abrams Residence
.Brown,Lindquist,Fenuccio&Raber, Architects, 157 Sachem Drive
Inc. Centerville,MA
203 Willow Street, Suite A
Yarmouthport,`iV1A 01675
Dear Mr. Fenuccio:
This letter is to confirm the.structural modifications and clarifications.for the referenced project discussed
by Brown, Lindquist, Fenuccio & Raber Architects, Inc. (BEER), the Town of Barnstable Building
Department (Town). and the builder. These items are defined to A&M in an email fi:om BUR dated
August 1.07 2009.
1. It is understood that verification of exterior wall sheathing fasteners Was not able to be made at
the time of the Town's inspection. As a result it is proposed that each anchor bolt around the
perimeter of the structure will be extended as shown in the sketch attached to referenced email;,.
Specifically the anchor bolts will.be extended with a coupling and threaded rod to an additional
3"xY plate washer and nut located on the first floor sole plate. The nut and plate washer at the
sill plate shall not be removed to accomplish this connection.
2. The configuration of the lateral force resisting system of the structure as shown on the
construction documents was derived from a structural analysis in accordance with the Mininnon
Design Loads for Buildings and Other Structures(ASCE=7) as permitted in section 5301.2.1.1.
I trust that the .information provided in the enclosed documents satisfies the needs of the project-at this
time. If you would like to discuss this project further or have any questions.please feel free.to contact the
undersigned.
Very truly yours,
AL.LEI\&-Mt, ASSOCIATES,
r �y1�kOFMA
1AN
�. A.
'Brian A.Walsh,P.E. o WALSH
Structural Department Manager,
No.
Copy to: A&M File 1203-26 L
Tom Swensson,BUR l -
M
civil & structural engineers , land surveyors: • enviro.rrrnental consultant- •: landscare a�nhice.cls
r
PROPOSED SMOKE QETECf ORS REVIEWED
NEW RESIDENCE
B S ' BL UILDING DEPT. %JDATE
FOR FIRE DEPARTMENT DATE
BOTH SIGM4 ,,-PES ARE REQUIRED FOR PEPMIT TING
MARGARET rABRAMS
157 SACHEM DRIVE
CENTERVILLE, MA
Aam
®® Uzi
ARCHITECTS
BROWN LINDQUIST FENUCCIO & RABER ARCHITECTS, INC. `
203 WILLOW STREET SUITE A YARMOUTHPORT,MA.02675
TEL. (508)362-8382 FAX. (508)362-2828
PERMIT SET
q °o`�► 10/20/08 ,
a
No.7789
YARIIPOF{T,
Ab
MA
x�
I, L
Qp.UL Fe,cc
G ��'�
. U
No.T7169
ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS MA
r
N
AB . ANCHOR BOLT HGT. HEIGHT ® NORTH ARROW - TI TITLE SHEET f�
A.C. AIR CONDITIONING N.M. HOLLOW METAL N
A.F.F. ABOVE FINISH FLOOR - INSUL. INSULATION - SECTION INDICATOR AO.1 PROJECT DATA SHEET"
LETTER IN TOP HALF OF CIRCLE
ACT, ACOUSTICAL TILE INT. INTERIOR INDICATES THE SPECIFIC SECTION. THE -
ALUM ALUMINUM JT. JOINT Exv NUMBER AND LETTER IN THE BOTTOM 1$2 OF 2 SEPTIC SYSTEM PLAN t DETAILS c m
w
HALF INDICATES THE DWG. No. WHICH SPI.O ARCHITECTURAL SITE PLAN a
ANOD ANODIZED LAG. LAG BOLT THE SECTION APPEARS -
SPI,I ARCHITECTURAL SITE SECTION
@ AT LAM. LAMINATE -
+
B MT BASEMENT LAV. LAVATORY
45.5 NEW SPOT ELEVATION AL0 BASEMENT NT / FOUNDATIONPLAN - O
g 45.5 E EXISTING SPOT ELEVATION AIJ FIRST FLOOR PLAN
.BIT BITUMINOUS L. .LENGTH 0
BLK BLOCK - MFR. MANUFACTURER. 45 NEW AI.2 SECOND FLOOR PLAN CONTOURS Z
AI.3 ROOF PLAN UU A
r BLKG BLOCKING M.O.° MASONRY OPENING 45 EXISTING CONTOUR LL
BOTT BOTTOM MAT. MATERIAL Y LEVEL LINE OR WORKING POINT U
A2.0 ELEVATIONS �
B.O.W BOTTOM OF WALL .MAX. MAXIMUM A2.1 ELEVATIONS
COLUMN COORDINATES t REFERENCE vi
BM BEAM MECH. MECHANICAL `.J GRID LINES A3.0 BUILDING SECTIONS Z_
BLDG BUILDING MIN. MINIMUM A3.1 BUILDING SECTIONS
CPT CARPET MTD. MOUNTED - IOI . ROOM NUMBER _
C5MT CASEMENT NO. NUMBER O DOOR NUMBER A4.0 WALL SECTIONS O U C+
- m
CK CAULK(ING) NON. NOMINAL O WINDOW TYPE A4.1 WALL SECTIONS 'L m;
CLG CEILING N.I.C.- NOT IN CONTRACT �� y
®— .WALL TYPE � A5.0 DETAILS �E�
CLOS CLOSET N.T.5. NOT TO SCALE - -
COL COLUMN O.C. ON CENTER A—INTERIOR ELEVATION INDICATION A5.1- DETAILS
CONC CONCRETE OH, OVERHEAD - DETAIL NUMBER - A7.1 INTERIOR ELEVATIONS
- CMU - CONCRETE MASONRY UNIT OPNG. OPENING '+ B A7.2 INTERIOR ELEVATIONS -
CON5T CONSTRUCTION PNT. PAINT SHEET NUMBER A7.3 INTERIOR ELEVATIONS
C
CONT CONTINUOUS PTD.. PAINTED A7.4 INTERIOR ELEVATIONS
• CJ CONTROL/CONSTR. JOINT PNL. PANEL QI REVISION MARK _
AB.O MILLWORK
CTSK COUNTERSUNK PART. PARTITION DIET DETAIL DETAIL PL. _ PLATE - A9.0 ROOM FINISH SCHEDULE /
CONCRETE - PLAN OR SECTION O
DIA DIAMETER PLAS. PLASTER MILLWORK FINISH SCHEDULE - LL_
DIM DIMENSION, P.LAM, PLASTIC LAMINATE ® BRICK - PLANS OR SECTIONS A9,1 WINDOW t DOOR SCHEDULES W N W
' DR DOOR PLBG. PLUMBING ( )
DH DOUBLEHUNG PLYWD PLYWOOD CONCRETE BLOCK PLANS OR SECTIONS 51.1 FIRST FLOOR FRAMING PLAN v =
51.2 SECOND FLOOR FRAMING PLAN z 0
DRWR DRAWER P.T. PRESSURE TREATED PLYWOOD -
` DSP DOUBLE STUD POCKET O.T. QUARRY TILE ® 51,3 ROOF FRAMING PLAN 0 C J -
DWG(S) DRAWING(S) • REQ'D REQUIRED- STEEL, LARGE SCALE 51.4 SHEARWALL PLAN N I--- W J
' DF DRINKING FOUNTAIN REF. REFIGERATOR ROUGH LUMBER EL0 BASEMENT ELECTRICAL PLAN
C W = C
DW DISHWASHER REV. REVISIONS - E1.1 FIRST FLOOR ELECTRICAL PLAN Q Lu
- ELEC ELECTRIC(AL) R. RISER ® FINISH LUMBER EL2 SECOND FLOOR ELECTRICAL PLAN W UI <cf) z
EL. - ELEVATION R.D. ROOF DRAIN mm INSULATION - RIGID O ! �ELEV. ELEVATOR RM. ROOM CC U
EMER. EMERGENCY R.O. ROUGH OPENING &EM INSULATION - BATT O G r
EQ.. EQUAL SECT. SECTION `EARTH - C
EXIST EXISTING SCHED. SCHEDULE DRAWINGS ARE C
OR EXG. SPEC. SPECIFICATIONS COMPACT GRAVEL REPRESENTATIONAL ONLY -
' E.J. EXPANSION JOINT 5L. SIDELIGHT DO NOT SCALE
EXP. EXPOSED - STD. STANDARD X, WELDED WIRE MESH _ DRAWINGS
EXT. EXTERIOR StP SHELFBPOLE — 'PROPERTY LINE
FIN. FINISHED STL. STEEL - - -
--- CENTER LINE -
F.A. FIRE ALARM - SUSP. SUSPENDED -
F.B.O. FURNISHED BY OWNER THK. THICK - TITLE:
F.E. FIRE EXTINGUISHER T66. TOPBBOTTOM -
- FL. FLOORING) T6G TONGUE46ROOVE
FLUOR. FLUORESCENT T.O.F. TOP OF FOUNDATION - PROJECT DATA
FT. FOOT T.O.W. TOP OF WALL '
- FTG.- FOOTING - T. TREAD SHEET
FND. FOUNDATION TYP. TYPICAL
FURR. FURRED(ING) UNFIN. UNFINISHED
GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD MASS. ARCH.ACCESS BOARD
- DIMENSIONAL REQUIREMENTS AS APPLICABLE
GL. GLASS/GLAZING VIN. VINYL
DATE ISSUED:
GR. GRADING VCT. VINYL COMPOSITION TILE PULL SIDE LATCH SIDE 10/20/08
GWB. GYPSUM BOARD VW REVISIONS:
C. VINYL WALL COVERING Y; PULL SIDE PULL SIDE xl TpH SIDE '�'
HDBD HARDBOARD WC. WATER CLOSET a r �. t Y
HDWD. HARDWOOD W. WIDE/WIDTH
HVAC. HEATING, VENTILATING, t W/ WITH
g AIR CONDITIONING W/O WITHOUT *« YPUSH
.¢ - HDWR. HARDWARE W.W.M. WELDED WIRE MESH •~PUSH SIDE SLIDE SIDE PUSH SIDE PUSH SIDE
i C
WD. WOOD - II
o emu,
DRAWN BY:
TINS/SW/BD
PROJECT#:
R-0005-08
DRAWING NO.:
PERMIT SET AO .
10/20/08
x�
l L
Edae of_ Paveme
rCf �~d(� �4.7'i�47', J 5•,� �.. �_ J�i�Sidewalk - \
9dra �rsh `y i� Q N 86 30 25' E -
p. Paved �-
a s A=30.00 ---'Lot 3 124.37' \\
4 —
cz�' R-400.00' 108 23,0081 S.F. 1ro�/' \\ \ Lot 4
FeimouthRd,_ _ 28 5 ft. Sot Removal De g 0 -� ` \\\ f S cf
0.53E AC. 24393 F.
Fa4meulh Rd,_ _ ._ x Deed Bk 6334 P 1 7
a Scntt�dalc Rd (see note 16) Mop 209 ��� \ 0.56E AC
a rjn4�$ a .. tt / Parcel 23 ,� \\ 08 Deed k 229 6JJ4 Pg. 109
�j � ��rr1z % tt ��� Edge of Buifding Setbacks Parcel 105
CJe„aD'°'-t"i*,zt +>1. "�,^ '
y nau \ 84.V
�kr t - RESERVE AREA \ I \
\ `-�
ros, t / o , o \ I \\ Q1
�0,, `" C i -
LOCUS MAP N.T.S. rra
LEGEND \\\
PROPOSED CONTOUR rr �\\ ►.; a, 1 / _—3�
o 122'6
�`143e.
9® PROPOSED SPOT GRADE" Hs
�\ ��\ o1c t � � �i�J � / -
--98 -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE `��\ 1 1 r--'1 r --- ---
W— EXISTING WATER SERVICE
1 TEST PIT114—
_� \
of uildina Setb4&k3 -
tt \\ 46.8'.
o �P�tNOFMgssao ���` OfEbro
o� TERRYPANN DA�i 9✓� rrs.��\\ tt _ rrs yl \\
WARNER � WR
a No.38721 0. 1140 �� CH/DH/ ND \ 131.46' _ - -
9 �G5 CB/DH/FND00' — _ _UP/
'�E6/SEE / S 8634'30" W � — %2
W`I SANITAR�a� UP —Edge Pavement
S�3v 08 SACHEM DRI VE PK/SET
rre•' BM/HYD-TAG-BOLT
• Benchmark set —�
GENERAL NOTES: PK/SET Tag bolt hydrant
El.=114.48 (Assumed)
1, ALL CHANGES TO .THIS PLAN MUST BE APPROVED BY THE LOCAL 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
BOARD OF HEALTH AND THE DESIGN ENGINEER. TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9•,IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE, THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
LOCAL RULES AND REGULATIONS.
CONSTRUCTION.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. 11. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING MAP: 209
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 13. ALL PIPING TO BE 4- SCH 40 0 1/8°/FT (UNLESS SPECIFIED. OTHERWISE) LOT.•23 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
ENGINEER BEFORE CONSTRUCTION CONTINUES. 14. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FOR THE USE OF A GARBAGE GRINDER DEED BK.-# 6334 PG.#107 rj ] SACHEM DRIVE, CENTERVILLE, MA
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PLAN BK.•# 198 PG.#47
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 15. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. BUILDING ZONE:RD-1- Prepared for: Mar aret Abrams
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. P 16. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO SETBACKS:
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. EL. 108.08 OR TOP OF C LAYER AND ;REPLACE WITH Engineering by: Surveying by: SCALE DRAWN JOB. NO.
FRONT., 30' DARRENM.MEYER,R.S. )Darner Surveying 1"=30' DMM
CLEAN MEDIUM SAND PER.TITLE V. SIDE., 10' PO Box981 22 Long Road
REAR: 10' E4STSANDW/CH,MA02537 Harwich, MA 02645 DATE: CHECKED SHEET NO.
508-362-2922 (508) 432-8309 05/29/08 DMM 1 Of 2
iy Qr�rc pavement
-
-
136
S deW IK 1
rhdro' �nrsh (� r m N 86-30'2$- E
Paved
a: a. A-30 0_0 _ -dot 3 124.37' \\
czy:' R,400.00 foe- 23,0081 SF. na �\ \ Lot 4
Falmouln.Rd._ _ 28 De g \
/ 0.53t AC. \
5 `t Soil Remo o Dee Bk 6334 P . 10�-'� ` \ 24393t SF.
\ 0.561 AC. /�l�Fa4mavk+Rd _ ..
' Scnttsd Ie Rd (see note 16) Map 209 \
tt Parcel 23 /�� \\ Deets pk 229 4 Pg. 109 �
c; t
ri1 z. " 1 / �� ��� Edge of Building Setbacks Parcel, 105
`vg � 52GO
: 42
" i \ \
84.1'
ES�VE AREA_R
\
r^ L ia8\ t I
e
LAD
LOCUS MAP N.T.S. 1fa \\\ I` l i I ��\\ \�\
\\\\ \�\ 11 1 j ® � 19.6'
LEGEND \\\ U, i �� ® Z: as NS \�
PROPOSED CONTOUR / ,
p /22.6'
11 \ o �� Ill
® ` PROPOSED SPOT GRADE `143
�\ \\\o1c 1 �� / Hse.
——98 — EXISTING CONTOUR i I I
+ 96.52 EXISTING SPOT GRADE �`\ 1 1 r-----I
W— EXISTING WATER SERVICE I 1 I ® \\
TEST PIT114-
dQe_ of uildina Set60S14Y -
_ 46.8'
o�A--
X'SHOFMgSs9cyG OF 'yA
\
Ito
Q 9 \ \
o� TANNY � o� DA 9� 116.��\` t 116 wl \\\
I
WAs�NER `� t s
VFR
o No.38721 o. 1140 `\�� ' CB/DH/ ND \ \ 131.46' _ - -
9 CB/DH/FND00' - - _ - - UP/
sS�cS I E � S 86 34 30' W , �� _ ;2
�IVq 0 �
SANITA0�`� UP —Edge Pavement
I
S�3v D p5 ,v,�' DRIVE PK/SET
i1B SACHEM BM/HYD-TAG-BOLT
• Benchmark set —�
GENERAL NOTES: PK/SET E 9b4t Assumed)
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
BOARD OF HEALTH AND THE DESIGN ENGINEER. TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER. 11. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 12. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING AMP. 209
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 13. ALL PIPING TO BE 4" SCH 40 0 1/8'/FT (UNLESS SPECIFIED OTHERWISE) LOT.23 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
ENGINEER BEFORE CONSTRUCTION CONTINUES. 14. THE .DESIGN OF THIS SYSTEM DOES NOT ALLOW
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FOR THE .GARBAGE GRINDER DEED BK.-# 6334 PG.#107 S7 SACHEM DRIVE CENTERVILLE, MA .
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF USE OF A PLANBK.•,� 198 PG.Af47
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 15. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. BUILDING ZONE. -1 Prepared for: Mar et Abrams
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. P
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
16. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO SETBACKS Engineering by: Surveying by: SCALE DRAWN JOB. NO.
EL. 108.08 OR TOP OF C LAYER AND REPLACE WITH FRONT.' 30' DARRENM.MEYER,R.S. Warner Surveying 1"=30' DMM
CLEAN MEDIUM SAND PER TITLE V. SIDE., 10' PO BOX981 22 Long Road
REAR: 10' E4STSANDWICH,MA02537 Harwich, MA 02645 DATE: CHECKED SHEET NO.
508-362-2922 (508) 432-8309 05/29/08 DMM 1 of 2
r
STAMP:
" Ede Of poverne, t
NEW PLANTING WIN
SETBACK FOR BUFFER ��A
AT AREA AFFECTED _--—--—-- —
BY SEPTIC SYSTEM - __—-- -- U `
N 8�°30'25"
o.T789
Paved Sidewalk 'AM
--- iMLFUIrr-
-- 20G 12 .37' MA
u 30'-35' BUFFER 7HOF
R �00 .00 _ Io8 " Parcel 23 0 � .
Lot 3 o 110 TO REMAIN OR
/ , BE REVEGETATED w �
' 23,008± S.F. v; - \
Rr o
-0.53± AC,.-
;108 v
' CLEARED AREA
_ =±I5,000 SF (65%) CL LL e
1 _ REVEGETATED AREAco v
1 -_----__-=----7�"_- .\\ =±1,300 SF (IB%) oN
Q d
ffxte t of clgoc i O U
Ica ------ O
ul J ,ie
1 /------- --- - -LJ _ �_ 20" pine,
\ , ----
- i .II � I Io' P c ex. to remain ,
IPro used 0" SETBA �\
i p o w !SIT., .\
Lawn 2 o it i DECK p
1�1 1
w
/ ILL] � Q
z C 2
01 Lv p
w0 (FIN. FLR. EL. 117.0' 0 J
- Lu
PROPOSED I /;� I 10"oaks EXISTING C w = c'.,
GAR G DWELLING — I _ _ _ ADJAC ENT U w
7 DWELLING N Z
I I Cn ^ w
0 Lo U
iElf
\ ' S me
114, Lawn PORCH -- i exp to remain
12"oak
o • —`\ ex -To remain TITLE:
. ' 7�"oak ARCHITECTURAL
ex to,remain SITE PLAN W/
o.PROPOSED DRIVE PROPOSED
. ..
GRADING
.. L `I 10
1 .. ...... N \
I G I lG:
- \_. @ t. • \ --- -- -------'-- DATE ISSUED:
> Lawn �\ i --- 10/20108
.- - --
REVISIONS:
11,2
'/ (OF pavement 8"oaks
————— —— Edge ex. to remain
16"oaks 3 14"birch 8"oak DRAwNsv: TWS
• ex. to r�Cnain ,sex. to remain ex. to remain I \ / C Benchmark Set PROJECT#: R•ODOS-OB
M �/ 1— �ARCIIITECTURAL SITE PLAN
s � SACO EI I Tag bolt hydrant SCALE:I"=10 DRAwINGNO.:
Ilr�' E1.=114.48
10, 20' 3 PERMIT SET
(Assumediii
10/20/08 SPI , O
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STAM
No.7789MA
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STAR � 5 ,p. _ - TITLE:
EDGE OF PAVEMENT
- 4
ve
FILL TO MEET - -
SACHEM DR o w I 7 GRADE SITE.
d PROPOSED' PROPOSED RAMP - c . Z.I
CIRCULAR DRIVE TO PORCH, 1:12 PORCH„ KITCHEN IST SECTION
FLOOR �I
115 ELEV.=117.0 - - - a EDGE OF PAVEMENT
s 12 aI FALMOUTH RD
EX15TG RADE AT ,. a .
FRONT R —___ - SIDE-
FILL TO MEET - r---I WALK DATE ISSUED:
GRADE L__J 10/20/08
r' REVISIONS:
45'-O" - 37'-0" - 79'-l'
- DRAWN BY: TWS
MA
a �1 S I T E SECTION PROJECT#: R-0005-08
DRAWING NO.:
PERMIT SET
10/20/08
sp 1 , l
L
ST P.
10'-0' 33'-6° 24'-0°
2'-9' 5'-2'
15'-2%' -
1O�_pe NO.7M
Y
4 8°CONC, WALL ON 20'Wx10°D CONC. MA
AA.I FOG @ BULKHEAD
TOP OF WALL=113.75' 7�
CONTINUOUS 2x6 P.T.
SILL PLATE/SILL INSUL. C
w/5/0' DIA GALV. A.B.
v 48"O.C.MAX
I I 6 6"-12' FROM
`9 END OF PLATES
w/3%3"xl�°PLATE WASHERS O z
U LL
— — — — — — — — — — U
m 101.7-10'CONC.WALL ON -
20'x10'CONC. FTG.w/ � -- ——— —— —---, I z
2'x4'CONT.KEY I I' —r — — — — — — -
f pg
31"5TD.5TL CONC, I 1 I I I. I =U S
FILLED COL. -
3'-6° 0°M.O 3'-6' 4'-3° 5'-8' M.O. I 6. y
- —— — — — — - - — — —— - 1
q 91 pe; Z�—
A5J A5A SECTION U a o
— — — — q
o
TOP F WALL=115.0' I '
• DROP TOP OF WALL v v I
' 9° FOR DOOR
m I 2v r BEAM POCKET I ,
ZgggR TOP OF WALL=116.8' T: I T P OF WALL
6 E EV•115.8 $— — — —
° I m SLAB C.J. SLAB C.J. J " � '•
o
I N8 VSTEE BEAM BEAM POCKET E _ -
a e
_ W fC 2 8
o BSMT 5LABI ELEV,1083'
Z SLAB c.J. I o
• d~ II. I — 2-1 j•xll a' LVL'S UNFINISHED �i _
5 AS'Ef N
SECTION A3.1 I SLAB ON GRADE I �; I u,_o. - 7,_0• 13'-3Y2° L I w q'-Ir - L 13'-10 C/) LLB
(UNEXCAVATED) V CONC. FILLED I /W` >
I I 4'CONC.SLAB W/6X6 10/10 W.W.M. I I T f X STEEL COL.ON I Ir o �/ CC
STEEL BEAM FURN E, FINAL 30•x30'x12' DEEP CONC.FTG. I' - G
_ OVER 6'OF CRUSHED COMPACTED LOCA ON TO w/3-o4 EA, WAY-TYP,
Q
I GRAVEL ON 6 MIL POLYETHYLENE I I 7 P OF SHELF DRAINIE.T ERMINED( I W
- VAPOR BARRIER II• I EL EV=I15.0' _RE
— I I— — —I— I — — —I— FEILD I �- I 'c�` r Q J
L , I I J J I L J LJ I �. I w w LU I, ;4 I I I 4'LFONc,SLAB w/6X6 10/10 W.W.M. I I { I Ly W
BEAM POC ET I I I I OVER 6'OF CRUSHED COMPACTED I U
' I - TOP OF WALL=116.8' I :I — — — r GRAVEL ON 6 MIL POLYETHYLENEQ 'n F--'
11/'x1 1/°ST. ANGLE- VAROR BARRIER - BEAM POCKET �, I LLB V (J� z
PRIMED r — — — — — I! I cn w
- - t— O � � U
- 3j°STD.STL CONC. I ^ l — _—_• .— __
L FILLED COL. ° . . T P F WALL-116, ' 2i HATCHING INDICATES 5TEM/5HELF AT I I�~� ' T �—
I — — — — — — — — — —— — I Q I TOF OF FOUNDATION WALL r —— — — — —
6 I L - - TOP OF-5HELF=115.8' I L TOP OF WALL=II5.0' O
o �_p — — •.,— — — ,_p ..I ALIGtb CENTRA VA n
TOP OF ALL D OPPED 24°A I L — UP SYSTEM I `°
'^ GARAGE RS F. 5
r - -
APRON - I r TOP OF WALL-116.8' - iv I
7 6
A5.1 m
TITLE:
2'-3' S-2° 12'- 'I 16'-01 13'-6'
I • I
25'-0' — —— — — — —— _ 'BASEMENT�.
2 FOUNDATION PLAN
1 As,o 1 PORCH COL., P.T.6.6 W/POST
BASE CAST IN FDN WALL
4. q• 8° T CONC, FROST WALL ON
20'W.10°0 CONC.FTG, 4'-0'MIN
BELOW FIN. GRADE
6 SECTION
3. E1LDSa 2 SECTION
I SECTION
A3.I SECTION. � As.o SEC710N AiD SECTION. A5n SECTION SATE ISSUED:
10/20/08
. - - REVISIONS:
i E3ASEMENT / FOUNDATION PLAN
*pp - SCALE: I/4•=1'-0'
8
SHEET NOTES DRAWN BY: TWS/SW/BID
is
' - FOR FOUNDATION 6 FOOTING DETAILS AND REINFORCING PROJECT#:
BAR REQUIREMENTS, SEE DETAILS ON SHEET A5.0 4 A5.1 R-0005-08
DRAWING NO.:
� PERMIT SET Al
' O
10/20/08
x
Ln
STAMP:
vC �
A
OO
Y
No.7789
NNN
'714�
L m
w
GATE, CANE BOLT EA.LEAF - 20'-51t° DECK B�R BULKHEAD /� a
TO DECK AND LATCH-GATE ( /
TOGETHER [/'///ate•
// \ 24'-0°. Q iE
/ \ U
/ z
5' 12'-3' 6'-5' Z
— w 9
Q \\9' A A _ ?U 33y
26'_0• . 10'-01 o DECK Z
d'e z
EtK n
a^
T-0° 14',0' T-0° 5'-0° 5'-O° T-I° II'-V5 - - O T � Z� 5�
3_O. _ - AC ND. U
v
f ILO .- 4 m� Fn g�
12 . 4� 1r 2' I. le^ 12'-Oki" O — A3.0 SECTION ;X
PL.LAM DEB .
C'TOP OPEN HO5E AC OND.
3S'STD BELOW BIB AT.I
STL COL /SHELVES
.o 12'_�,,. IS'_2�ii I ABOVE +J o°°o L--'+— DRAINNENT �2Q n CLO. p,
OPEN Iv BEDROOM 3
OI I DW BELOW (KIDS)
3 0
B BDILT-INN IS
COUNTER W/
r BASE CAB
3_ O KITCHEN FLANKED BY
GAS = SHELVES t
PRECAST CONC. I W p AUN R I I RAN6EA DINING LIVING BASE CA LY
STAIRS/STOOP I O .'HALL I �' O
_ UTILITY 13
GARAGE SLAB E V=116.3'-I*.f$ o CLOSET I 2 3'-0 IST FL . ELEV.=II7.0' _ LJi_
GAR(G E T — J v AT_I SLAND 5 ADJ. f/� U J
31-6°X 6'-51 SHELVES Lu C \
0
4 M �' C _ CAS D OPG _ U `�Cll
m _ A3.I l0'1 aT — I2 INEN z (Y C 2'
5 -5° 4'-0° 2'-5k' S'-II° '2'-I° I6'-2kj° / \\ ——— —— LU
.TION Aa.I W� BEDROOM 2 � J
a �S' UDROO _ (PARENTS)
Lu
AIw N— A I II,_✓ipa'° 4'_1r 2' 13'_Br W W
m REF
° 5 PANTRY '-0°X 6'-8° C
Im �,I CABINET EP DRAINNENT v
o , CAS D OPy - ' .�' W.:
———————————— I --------- �r �" iv P R -- - — 0 (�y{j Q z
N a — ''\nn
I I I I J I m C CL ^ W V Z
N ^/� /LU`,
O O a ROLL-IN - TTP,,0 CLO. O L J
ASHOWER,
TILE
LIN O FL a 0� FLR t WALLS = _ SHELF - N
I b AB CD
—
I I I 9S'srD v el c w I - TR o BEDROOM rue, D e
3a.60, Fr COL I HOSE I ' i (DAVID) 5TER
• BIB I � I � 7I12111 -
'n 10 T.a _ _
0
o= OPEN PL. LAM.C
U - a �, C'TOP FLANKED m OPEN ,
GRADE POT ELEV.-116.2'" -
E - 0Y SHELVES _ FIXED,•-D \ 1 -
....... .......................... ry
nnE:
° KYe a
_ V
...
8 o H FIRST FLOOR
. PLAN
..��_1:.............. ._........._._....._........ ..q,_8... 3'-U�• 5'_3r '_7)1 10'-4ka° 4'- 6'- 6'-0. I'-IOYa' T B° 7'_ r 3'-9' 1'-7' 4'-2'
.. ' 10'-0°. w - ' 44'-0° 13'-6' ' DATE ISSUED:
.
.. �a P.T.bvb POSTS I 10/20/08
.. .. .. .. - WRAP w/Ix PVC TRIM, REVISIONS:
PAINTED-TYP. /J�
6 SE� �G 3 I 2 �BLDG 7 SECTION
... ..
.'A3,1 SECTION' SECTION A3,0 An,O A3.0 � 3.0 � A3.1 SECTION
g, GRADE SPOT ELEV=II .3' GRADE SPOT ELEV.=115.3' GRADE SPOT ELE 115.5' w F I RST FLOOR PLAN N _
.. .. — —
SCALE
................ .................................................................................
8
DRIVEWAY/WALKWAY -
SEE SITE PLANS/ CONC.RAMP
LANDSCAPE PLANS B'CONC. RET, WALLS DRAWN BY:
�- TO FOLLOW GRADE
ALL TWS/SW/BD
.. ...'..'.'.'.'.'.'.'.'.'.'.... ...'........'.'... uIa PROJECT#:
ss I5T FLOOR'.'2;062'SFRO55' R-0005-08
..
?; 2ND FLOOR'. 87.5.SF.GR055.
TOTAL 2,937 5F GROSS GRADE SPOT ELEV.=116.0' DRAWING NO.:
r 4g BASEMENT 2,062 SF GROSS NOTE
GARAGE 784 SF GROSS UNLESS NOTED OTHERWISE, ALL INTERIOR PARTITIONS PERMIT SET w
,
ARE FRAMED W/2 X 4 WOOD STUDS AT 16,O.C. /`
10/20/08
L--
r
STAMP:
IF (�FtEa
GL e�LUL
U
cr 3)
No.TM
MA
TH of
0
1 1 � a�
12'-0. 12'-0' z LL
�U
Z.�
2
I I • O U 6�.
1 m� Fap
_ LINE OF WALL
r——— BELOW, TYP, `NW ER MODULE O
I I SUPPLIED BY — '��
I — A A OWNER, INSTALLED A A -- 4 BLDG
- „ A3.0 SECTION
L j Z
V V _ I
4'-5° 3'q° '
N I /
•I 7
BED 00r1
ro 4
AT.I -
// V o mip
°• BEDROOrl 4 BATH 3 4 Id O
a5 4' 12'-all6° to C O. \ /Lu �5j Q
G G -In-
m AT.I
ARA E A TIG ATTIC
f______—___ --___-- LINEN g _ O ram______________ z L"
UJIQ J
Lij
SHELVES J
PROVIDE FULL R 4 114 L \ al _ ° 5 ADJ. i N F� W
PLYWOOD FLOOR!IIISULATION \ -, _ � SHELVES _
I \\ 4 HALL 2 - a' A� ATTIC W W =
RI `' ATTIC \ O ATTIC FLR -T 2ND FLR ELEV.-126.2' za I C � =
I A3.I ELEV.-126.2' \\ ELEV.-126.2' yy° 3)5° 34i°, W ,
9'-4K° I'-7° 3'-Oki° 4'-6kj° _ 12'-9 '-I" 5-4ki" o 0 ,n Q
DN
I 2a•.ao•MIT -1 �I c O. 0 Lo
G r
I - INSUL.AT
_ O
RAILING W/ — — SCUTTLE 1 - '
_ ATTIC ACCESS CI
BALUSTERS t NEWEL
- j Posrs o STAIRS °• H.WALL STUDY/SITTING a _____ PANEL
-WCOD CAP yN.,
I I - r a WALL KIIEE A�1 -- _o - --J LINE OF WALL
I' OPEN TO BELCW y� O -
- _ BELOW, TYP.
WINED SEAT
R C HINGED TOP FOR
_ in STORAGE UNDER
—
,14 0° 14 0° -
L-- - —, - L TITLE:
IQ I I ¢ I II A A II
L I t� __J I I - I I I
- II II I
c c c L u LSECOND FLOOR
PLAN
V-4Y 3'-4' 3'-41�° 3'-4y
44'-0'
DATE ISSUED:
10/20/08
REVISIONS
aLm 2 Dfy I BLDG 7 HLQCi
A3.1 SECTION A3A 5FCTION N A3.o SECTION - A3.I SECTION -
SECOND FLOOR PLAN _
SCALE I/4'-I'-0'
DRAWN BY: ..
- UNLESS NOTED OTWERWISE, ALL INTERIOR PARTITIONS TINS/SW/BID
e ARE FRAMED W/2 X 4 WOOD STUDS AT 16-O.C.
PROJECT#: R-0005-08
DRAWING NO;:PERMIT
1 T
0/20/08 A 1 . 2
r
LF
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c`r 37
No.7789
MA
Arr+r�r,
Nap",
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as
U a�
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N
ASPHALT SHINGLES
ON TRI-FLEX 30 UNDERLAYMENT I 4
TYPICAL _
I A3D O V rii
Hill
1 IN
- I I ■EB ��
�E� 2
• I
I I I
L.L Lu
W > Q
<
. _ I roGE-aE Lu c�
_ I I ------------------ G Lu
^ I � C W = C
5 I
A3.1
36' ICE Q WATERSHIELD A7 Lu
Lu (D cn Z
ALL EAVE5 AND VALLEY'S: (n
LIJ
IB° ICE 3 WATERSHIELD A7 O Lo ' `
ALL RAKES AND CHEEK v
WALLS � r--
O
I
j
j >
ALUM STEP
ALUM STEP oC FLASHING OVER..
FLASHING OVER IB' ICE!WATER ..
IB' ICE 6 WATER SHIELD AT ALL -
SHIELD AT ALL CHEEK WALLS
CHEEK WALLS TIRE:
I•
ROOF PLAN
DATE ISSUED:
10/20/08
REVISIONS:
A3.1 A3.0 A3.0 A3.0 A3.1
N
SCALE I/4'=I'-0'
e
DRAWN BY: TWS/SW/BD
e PROJECT#:
R-0005-08
DRAWING NO.:
PER SET
10/20/08 Al . 31
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STAMP:
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n3.1 A3.0 A3.0 n3.0
SHINGLED RIDGE VENT J�
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No.7m
COPPER FLASHING ON
PNTD PVC CROWN, TYP. ALUM, STEP FLASHING MA
@ DORMERS TYP.AT ALL CHEEK
- Ix6-PVC CORNER BD WALLSS., •
AT DORMER FAINTED, 5
COPPER FLASHING ON
PVC CROWN HEAD
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w m
CAP-TYP.
COPPER FLASHING 12 PVC ARCHITECTURAL
BRACKETS 3 SPECT15 �'
10
PVC CROWN - _ ® ® BL2576, PAINTED O
MOULDING-PTD, TYP. ® o W ARCHITECTURAL ASPHALT U.
i E SHINGLE ROOFING
z CONTINUE.PVC CROWN 6 FRIEZE Z
4 J°PVC CROWN ON - ACROSS GABLE END 6 FRONT LL 8
Ix10 PVC PVC CROWN-PTD, TYP.
RAKE BDS.-PTO., TYP. Bx 12 LT. COPPER RAIN
2ND FLOOR ELEV.-126.2' -BLOCK-TYP, DIVERTER �.Z
Ix8 P.V.G. FRIEZE BD., PAINTED Z
J U a a >
® I I 1.5 P.V.C.CORNER BO., PAINTED �j =
1.6 P.V.C.CORNER BD., PAINTED, TTP m.
STEEL GARAGE DOORS w/ ni no I I P.V.C.5UBSILL, AZEK 2933, PNTD, TTPWINW5 3
_ Q PAINED,-THERMACORE, O O pl I I 1.5 P.V.C.APRON, PAINTED, TYP 0 _
II II II ��
PROPOSED I II II CEEB
GRADE PRE-STAINED R61Z.
IST FLOOR EL V.=117.0' _ WHITE CEDAR SHINGLES
AT 5°m TO THE WEATHER
GARAGE SLAE ELEV.=1%0'
- - - - AC COIIDEN5ERS -
WOOD DECK, 5TgINED ON CO C. PAD
- - P.T.6x6 POSTS - w/P.V.G.SKIRT, -
EXISTING GRADE. — WRAP w/Ix PVC TRIM, PAINTED — — ---
I PAINTED CONC. FROST WALL FOR DECK 6 POSTS Ix6 P.V.C.V-GROOVE SIDI
— — — — — — — — — — — — — —
—I— — _I SPOT LIGHTS _(BETWEEN CLAD WOOD WINDOWS W/
1 SLOPE GRADE UP TO P,V.C..C O
V O.FTG ELEV.=II0.5_ _ -- —_ -- -- —_ -1 - - - ��__ —EDGE OF RAMS CASING AND SUB SILL,- - _ - - -IPAINTFn
I SLOPED CONC. ETNTRY I LL_
I I RAMP, SIU2 SLOPE - I Cn W
BSMT_SLAB
B.O ELEV.=OB 3 - - - - - - - - - - - _ - - - - - - - _ - - - Lu
CFT-ELEV•107.2 U
G
Z Lv
FRONT ELEVATION U) w J
L w U uj
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O Lo
U
SHINGLED RIDGE VENT - 4 LINE OF GARAGE ROOF O
TTP.. A3,o BEYOND Lv
Q.
4:'PVC CROWN ON 12 -
1.10 PVC RAKE 101 LINE OF REAR
BDS.-PTD., TYP, 12 SHED DORMER -
y�. BEYOND
_ - ARCHITECTURAL ASPHALT
SHINGLE ROOFING -
• - - TITLE:
Ix6 PVC CORNER BDS.R -----
FRIEZE BDS. - --
PAINTED, AT DORMERS 12
-
PRE-STAINED R6R 10
WHITE CEDAR SHINGLES -
AT 5'S TO THE WEATHER
/ \ -ARCHITECTURAL ELEVATIONS'
0
- ' 12
' 2ND FLOOR ELEV.•126.2'
DATE ISSUED;
PVC ARCHITECTURAL - - 10/20/08
BRACKETS, PNTD - - WOOD DECK, STAINED REVISIONS:
' -
W/SYNTHETIC RAILING'^
.P SYSTEM, PAINTED
- CELLULAR P.V.C. TRIM, --
PAINTED
PVC LATTICE CLOSURE TYPE 'C'CLASSIC -
12
SERIES BILCO
NDER DECK BULKHEAD DOOR
1ST FLOOR ELEV_=II7,0' -
_0
' — — — — — — — — — — — — — — — — — — _ _ — _ —
SACHEM DRIVE PROPOSED GRADE ON GO AD DRAWN BY:
/ \ / \ TWS/SW/BD
$ ELEV.-113't — ._ _ C
SLOPE GRADE UP TO _ _ I PROJECT#:
- — —— — — — — — — EDGE OF RAMP 1 _--_ ---_ — R-0005-08
gg� - EXISTING GRADE I FURNACE VENT, VERIFY DRAWING NO.:
- - } P.T.6x6 POSTS I REOUI RED DISTANCE
5 WRAP w/Ix PVC TRIM, PAINTED FROM A O {STAL A FALMOUTH ROAD
BSMT SLAB ELEV.=108.3' 1. PRIOR D INSTALLATION ELEV.=IOB't
- - -r' �— - - ELEC.METER - - - - - - - - - -h LI
g FTG ELEV._IO7_2' _ - - - - - 1-----J PERM( 8ET A2 . 0
RIGHT SIDE ELEVATION 10/20 O8
L
STAMP:
r
A3.0 t
A3.0
SHINGLED RIDGE VENT V -
TYP, Q �
MA
SPOT LIGHTS
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1x6 PVC CORNER BDS.4 . -
FRIEZE BDS. - I • wc m m
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ARCHITECTURAL cid
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ASPHALT SHINGLE 9
ROOFING 0 12 Z
4u j'PVC CROWN ON �10 ? LL
/BEAD 5. PT PVC
RAKE BDS.-PTO., TTP.
ER
NG ON
COPPER FLASHING ON / \ PVC PCROWNA PTID, TTP. LL
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PVC CROWN-PTD, TYP. _ 1.8 P.V.C. FRIEZE BD., PAINTED Z # -
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.
m
PRE-STAINED R4R
pU Im.�
WHITE CEDAR SHINGLES m� �c`
AT 5°± TO THE WEATHER
CLAD WOOD WINDOWS W/ 1.8 P.V,C.CORNER BO., PAINTED
APPLIED P.V.C.CASING
AND SUB SILL, PAINTED _
PROPOSED GRADE�--IIy
CLAD AWN, WINDOWS IN _ _ _ _ _ _ _ _ _ _ _ _ - I5T FLOOR ELEV.=117.0' .r
BSMT W/APPLIED P.V.C. -
CASING AND GARACCE SLAB El-y.•1160'±I"
PAINTED-
COa °
AG NDENSERS. - / \ / \ a -
ON CONC.PAD
EXTEND 5HEATHIN - I WOOD DECK, STAINED I I BSMT AWN. --�'LL — — — _ EXISTING GRADE O
B.O. BSMT WINDOW.SILL TYPE'C' LASSIC 3
FOR ATTACHMENT OF I I III SERIES ILCO W/SYNTHETIC RAILING I I WINDOWS I v __ _ _ B—FTG ELEV.=110.5'
SHINGLES 1 I I 11 BULKHEA DOOR S75TEn, PAINTED I I MODULAR STONE m -�- fn w w
PVC LAT CE CLOSURE l EXTEND SHEATHINGTO� RETAINING WALL, ( W / �l
�D K -L FC.f�ATTA WINDOW LgMENT S LCAP Y_ _ _ A�OUT TO 1 ��J _ _BSnT SLAB ELEV.=108.3' z Lv
SHINGLES _- __ 1 - - _ _ - - _ - - _ -B',O.FTG ELEV.=107.V w C °
STEP FTG AS REQ. TO w
MAINTAIN 48'BELOW GRADE E w J
Lv Lu = C
U w
OREAR ELEVATION � Lo Z
SCALEi I/4°-I'-0° -RIDGE VENT,.TTP. _ - ° OLo LU '
A3.1
SHINGLED RIDGE VENT -- - CL
TYP. 12
LINE OF MUDROOM 4 a -
REAR SHED DORMER -
i BEYOND -
ARCHITECTURAL ASPHALT
SHINGLE ROOFING TITLE:
ARCHITECTURAL ASPHALT
SHINGLE ROOFING PRE-STAINED R4R -
WHITE CEDAR SHINGLES -
AT 5'± TO THE WEATHER
ELEVATIONS
� ± N
COPPER FLASHING ON
/46 2ND FLOOR ELEV.-126.2' _ PNTD PVC CROWN, TYP,
lip
- DATE ISSUED:
1.6 P.V.C. FRIEZE BD., PAINTED .. 10/20/08
WOOD DECK, STAINED / 1.8 P.V.C.CORNER OD., PAINTED
SYNTHETIC RAILING
, REVISIONS:
SYSTEM, PAINTED --.— - j
Q
5 I LI PVC LATTICE CLOSURE -
n IST FLOOR ELEV.=117.0' _ - - - I - - I .UNDER DECK ELEV.EM6'±_DRIV —
GARAGE SLAB ELEV.=115. ' — — —
_ _ - -
O
PROPOSED GRADE - a I I — DRAWN BY:
�x z_ I I _ _ - 1'WS/SW/BD
PRECTST CONC. I
e srcoR LL —
o — — PROJECT#:
t _ _ _ '_ _ _ _ _. — — -�- — SLOPE GRADE UP TO - -
'. EXISTING GRADE _ — — -�-- — — — — EDGE OF RAMP DRAWING NO
R 5 08
— — — — — __ —1 r—TT--r----------- --- ---------
rI LMOUOT1 ROAD HOUSE FDN BEYOND 1 ERMIT SET
L P
GARAGE FDN �_______L_1�_.�-______ ______________�__� _ ,0,20,08, A2 . 1
�3 ���LEFT SIDE ELEVATION
l L e
IW-6' 4-B L ' -IB'-b° V Q
h°x14'LVL RIDGE BD. 0 h'x14' LVL RIDGE BD. -0 .n� �.
T7PI AL ROOF ONSTR TION \ 12 \ I ems.'
ASPHALT SHINGLES ON \ \ AA,I ^ ,_ 10 \ \ TRIP-FLEX 30 UNDERL�ATM Y
TRI-FLEX 30 UNDERLAYMENT ON \ \ \ \
5/5'CDX PLYWD.
-5/8°CDX PLTWD. - \ `\ ♦\ 2 41. 1 \ `\ \\ -41 2.10 RAFTERS @ 16"O.C. `
2A0 RAFTERS @ 16"O.C. w/SIMP50N N2.5 CLIPS @ I6°
w/51MPSON H2.5 CUPS @ 16'O.C. 5/B°TIG PLTDdt�OD1\ As.o I ,i TY TSG PLYWwp\\ 9' (R30) FIBERGLASS BATT C
9° (R30)FIBERGLASS BATT u.i i TYP. IN ATTIC \ \ II 11 may' �� TYP. IN ATTIC \ \ WSULATION
INSULATION 1 i ON 2x10's @ 16'O.C. \ I ON 10's @ Ib'O.C.\ \
1 1 TYP 2nd FLOOR CONSTRUCTION 3/4" TYP.2nd FLOOR CONSTRUCTION 3/4' �i
T6G PLYWD SUBFLOOR GLUED d I `\ \\ T!G PLYWD SUBFLOOR GLUED d - O
\ \ NAILED OVER / �+ \ NAILED OVER LL
12 = \\ �\ Il a'TJI's(230 SERIES)@ I&'D.C. _ `\ \\ II a°TJI's(230 SERIES)@ 16'O.C.
O r — \ \• O t: I x 3 STRAPPING AT 10 O.C. i r \ \• O '2 1 x 3 STRAPPING AT I6'O.C.
I/2'BLUEBOARD WITH 5KIMCOAT _ ` = 1/2'BLUEBOARD WITH SKIMCOAT Z I0� o BEDROOM 1 CL BEDROOI 15`r-_ o PLASTER SMOOTH I m ` -' o PLASTER - SMOOTH u+
o \ o - o ¢ - `r \ o IL �
si UDY/51TT1 BATH 3 `\
e
�LOOR ELEV.=126.2'— — —� — — — — 2NDFLOOR ELEV.=12 2' — 12
CONSTRUCTIONLPOLOYRW DCONUSBTRL TION TYP'TIST GFLOD SUOFLOOR GLUED d NAILED OVER UOCOTRIO N zO LTYCP.I INGLAES 5 I REXPOSUR GLUED d NAILED OVER
W. L=) E¢"a
I I II°d(TJI's(230 SERIES)@ 16'O.C, I I II'a°TJI's(230 SERIES) 16,O.G.
1/2'O.S.B.SHEATHING (RI9) FIBERGLASS A I FIBERGLASS BATT 6 T
m p
2x6 STUDS @ Ib'O.C. �g O INSULATION I: II , O - INSULATION 3 i
5 1/2'RI9 UNFACED FIBERGLASS PORCH BAT G LIVIN ROOM j _ °TYP. 6 II PORCH I BEDROO"I I (DAVID) DINING � '�� g s
5
BATT INSULATION, 3 MIL POLY 2 = I I m RAMPED SILL INSERT AT m = �B +S E
VAPOR BARRIER, 1/2'BLUE BOAR I I An,z As.s I I GLIDING PATIO DOOR - o DEB
w/VEN. PLASTER(SMOOTH) in
IST FLOOR ELEV.-112.0' I I IST;FLOOR EL_EV.=117.
U
PERIMETER DRAIN W/ \ — — — GIRT -SEE FRAMING PLANS \ I GIRT - SEE FRAMING PLANS J
STONE AND FILTER FABRIC ALL -
A
SLOPE TO COLLECTIONROUND- PROVIDE POSITIVE 9
I I 5TL COL ON I I 5TL COL ON
/LEACHING I As.o
CHAMBER 2 _ CONIC. FTG. � CONIC. FTG.
I As.. 2 o u I I o Lv
FOUNDATION: BASEMENT FLOOR, - .BASEMENT FLOOR: _ O
BITUMINOUS DAnPPRO0FIN6 ON E 3 1/2'CONIC,SLAB OVER I I 3 1/2'CONC.SLAB OVER
10'CONC. FOUNDATION WALL ON — - y
20'x10' DEEP KEYED CONIC. 1 b MIL POLY VAPOR BARRIER ON 6° b MIL POLY VAPOR BARRIER ON b° L.L
FOOTING COMPACTED GRAVEL - - COMPACTED GRAVEL W Lll
BSnT SLAB ELEV.=108.3_ — _ — _ _ — — _ _ BSMT SLAB ELEV.=10�.3'_ _ — — — — — ->
BO. FTG ELEV,=107.2' _ _ — — — _ _ — _ — _ _ — — — - B.O. FTG ELEV.•107,21 — — — _ — — — — _ — _ 9. — FOUNDATION: — — — Q
z
- N 10
C BITUMINOUS ONC.FOUNDATION WALL 0 LON20'10' w DEEP KEYED KEYED CONIC. FOOTING - Q J
BUILDING SECTION BUILDING SECTION Ln � Lu
I SCALE: I/4'=I'-0° 02 SCALE; J/4°=1'-O°
Lu Lu 2
Q Lu
Lu ¢ z.
O � nU i
2'-6° - LINE OF MUDROOM ROOF BEYOND a- 5
Ij'xl4°LVL RIDGE BD. O
12 TYPICAL ROOF CONSTRUCTION
\ ASPHALT SHINGLES ON - 12'-0' 12'-0'
AAA 10 \ \ TRI-FLEX 30 UNDERLAYMENT ON _
`\ \ 2 5/B'CDX PLYWD.
2 41 <,0 10 RAFTERS @ 16"O.C.
\
— w/SII-IPSDN H2.5 CLIPS @ 16'O.C. r
5/B T6G PLYWOOD. ('30)9" (R30) FIBERGLASS BATT
TY IN ATTIC \� \\ INSULATION - I)','X 14° LVL RIDGE
I
1 i ON 2x10's @ I6'O.C. IA
TYP 2nd FLOOR CONSTRUCTION 3/4°
i INSULATED \\�\ \ I T6G PLYWD SUBFLOOR GLUED d 2x6 @ 48'O.C. TYPICAL ROOF CONSTRUCTION TITLE:
ASPHALT.SHINGLES ON
SCUTTLE \ 'NAILED OVER
\`\ \\ I I _ II a°TJI's(230 SERIES)@ 16'O.C. TRI-FLEX 30 UNDERLAYMENT ON
O F I x 3 STRAPPING AT 16'O.C. 5/B°CDX PLTWD.
Iy = I/2°BLUEBOARD WITH SKIMCOAT , 12 PROP-A-VENT BAFFLE AT SLOPED
o W STAIR BEDROOM a\`\� p I PLASTER - SMOOTH 101 ATTIC _L RAFTERS @ 16°D.C. w/ BUILDING
x
S R-3 2.5 FIBERGLASS
@ 16 D.C. SECTIONS
7 m � m \ � �°T6G PLYWOOD � 9' (R•30)fIBERGlA55 BATT
�.
12 TYP. IN ATTIC 12 KRAFT FACED INSUL.
2ND FLOOR LEV=126.2' I — - I — — — — — _ 2ND FLOOR ELEV.=126;2'— — — —
i
6-7 I r I 3/4' T46 G 1 P�WD SUBFLOOR
GLUED d NAILED OVER T7PICAC WALL CONSTRUCTION
II a'TJI's(230 SERIES)@ 16'O.C. W.C.SHINGLES 5 1/2' EXPOSURE DATE ISSUED:
iv II I I 6° (RI9)FIBERGLASS BATT TYVEK HOUSEWRAP 10/20/08
r I of I I INSULATION - 1/2'0.5.B.SHEATHING REVISIONS:-
o 2x6 STUDS @ 16'O.C.
PORCH
II " m 1 -KITCHEN m d BATH 2 BEDROOM 3 m 5.I/2'RI9 UNFACED FIBERGLA55
(KID'5)I I I
GATT INSULATION, 3 MIL POLY
1 TYP. IST FLOOR
VAPOR BARRIER, 1/2'BLUE BOARD
II
) w/VEN. PLASTER SMOOTH
IST FLOOR EV. 117.0' I I— — — — IST FLOOR ELEV.=1170'— CONSTRUCTION (SMOOTH)
u 11
��
PERIM
GIRT -SEE FRAMING PLANS I STONEETER AND DFIRLTIERWFABRUCSHAED
b LL
AROUND - PROVIDE POSITIVE
5TD STL COL ON I I - - I I J SLOPE TO COLLECTION/LEACHING
CHAMBER, LOCATION AS DRAWN BY:CONIC.FTG. TERMINED IN FIELD
TWS I$W/BD
BASEMENT FLOOR:. _ BASEMENT FLOOR:
.r. 3 I/2°CONIC.SLAB.OVER 3 1/2'CONIC, SLAB OVER FOUNDATION: PROJECT#;
7'-0° 6 MIL POLY VAPOR 13ARRIER ON 6° b MIL POLY VAPOR BARRIER ON b°
BITUMINOUS DAMPPROOFING ON 10°- R-0005-08
5 I COMPACTED GRAVEL I I COMPACTED GRAVEL I D�EP KEYED CONIC. FOOTING OUNDATION WALL ON 20'x10° DRAWING NO.:
BSMT SLAB ELEV.-IOB.3'— — BSMT SLAB ELEV.=108.3
�gB.O. FTG ELEV.•I 72' — — — — — �_ ... .. — — _ —p INDATION: _ — — — O. FTG ELEV.•107.2' —
x YYYYYY
J BITUMINOUS DA ION WA FING ON 10'
CONIC. FOUNDATION WALL ON 20'x10' 71�[//1 A3 . 0
� BUILDING SECTION_ DEEP KEYED CONC. FOOTING Aa.i OPP, NAND
PERMIT SET
� 3 4 BA EI,LIDIN�G SECTION 1 O/20/O$
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No.T789
I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Y
A 4'X 14'LVL RIDGE I I II I I I MA
I II II II JI II II II II II II II II II II II II II II II . II II II II II II II II II II II II. II I
I II II II II II II II II. II II II II II II II II II II II II II II II II II II II If II II II II I TM
II II II II II II II II II II II II II II II II f1 II II II II II II II II II II 11 II II II II IV4"X 14' LVL RIDGE
II II II II II II II II II II II 11 II II- II II II II II II II II II II 11 �I re5/B
II d AP4C IIII IIII- IIII 11
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I 11
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2.6 @ 40°O.C.
O woqD
A,"X 14' LVL RIDGE Nr10'11@ ' C
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3 - III II II II Il II II II IILWT
\ TYPICAL ROOF CONSTRUCTION
i II II II II II II II II
4.i Il I. II II II II IL II II II II II III - ASPHALT SHINGLES ON
\ 1 III II II II II II II II II 'I
�� — — •U J II I I II II II II II II III TRI-FLEX 30 uNDERLAYMEN7 ON
II 91 II II 91 II II II I df
\ I II II II II II II II II II III 5/8'COX PLIwD.
' - I �'\ II II 11 II -11 II II II II it - :�: _ III II II II II II II II II I
2'— rm I `�' \Il -II\ II I IIII IIII II II IIII IIII JIII
I - - _ III IIIIIII IIIIIII IIIIIIII IIIIlI q IIII I IIII IIIIIII II IIII I PCTRL 7GOP.PSI-AA-VWENAT BAFFLE
T R
A Tw T/SLOPED
U
2x10 RAFTERS@ 16°o.c.
12 ATTICA IC HALL 2 BATH BEDROOM 5
IO II II SIMPSON H2.5 CLIPS @ 16'O.C.
II -3 )° FIBERGLASS BATT
TYP,2n FLOOR CONSTRUCTION II II KRAFT FACED INSUL.
2ND FLOOR ELEV. 126.
U
N.R.G,W.B.TYPE X AT CEILING
AND ALL WALLS OF GARAGE W.C. SHINGLES 5 1/2" EXPORE Z
TTVEK WOUSEWRAP 1/2'O.S.B. SHEATHING, (.3hU
GARAGE KITCHEN DININGLIVING BEDROOM 2 2xb STUDS @ Ib°O.C.
(PARENTS) 51/2" RI9 UNFACED FIBERGLASS
�
BATT INSULATION, 3 MIL B 3
�^a�g9S55 _
VAPOR BARRIER, �■
- I TYP- IST FLOOR CONSTRUCTION 1/2'BLUE BOARD /VEN.
IST FLOOR ELEV. 117.0' ------------ — --- —-----_------------------- PLASTER(SMOOTH) ■�
_ GARAGE SLAB EL 116.25'±I ...... ..... ... _.. . . .. ..... ... .....,..._. —_— -
II17------------IT----------�r-------- B �EI LENT ----- I �'
2B,_0, A
I Io
' BASEMENT FLOOR: II ii ii I I FOUNDATION:
3 I/2°CONIC.SLAB O �Z0_BO T
BITUMINOUS DAMPPROOFING ON 10"
6 MIL POLY COMPACTED GRAVEL
BdRIERON 6' II
CONIC. FOUNDATION WALL ON 20'x10° O
BSMT SLAB .3 ELEV.=IOB ' fl I II DEEP KEYEO,CONC. FOOTING
. O.FTG ELEV.-107.2— _ — — — — — — — — — — — — — — — — — — — — -L-u N -
2 51 M. C
- - A4.1 OPP.HAND - U Z
L Q
w
5 BUILDING SECTION Q w J
Lu LJ..1 =
U 1
• 12'-0' - HC THR5HLD AT DOOR , ' 0 N1,
Lu Z
P.T.KICKER FROM 2.6, ^ LL
- 3'MARINE PLYWOOD, MATCH PITCH OF RAMP, N
W/'NON-SKID SURFACE ANCHOR TO SLAB O G�G LQ U
13"X 14' LVL RIDGE - - TRANSITION STRIP @ PLYWD � G r
if q Tr 11 11 11 11TYPICAL ROOF CONSTRUCTION JOINT, PEMKO OR EQUAL O
13'f X I4° LVL RIDGE - ASPHALT SHINGLES ON 2-P.T.2x4 CURB W/M5 Ly
PVC CAP, PNT MARINE PLYWOOD, W/
II II II II II II 11 II II II II it I TRI-FLEX 30 UNDERLATMENT - �° a_
TYPICAL ROOF CONSTRUCTION 11 I 1 II I I II ON 5/B°COX PLYWD, 1.10 PVC SKIRT NON-SKID SURFACE
ASPHALT SHINGLES ON - II II II 11 I -II; PROP-A-VENT BAFFLE AT PNTD P.T.2x6 STRINGERS, LEDGER
12 TRIP 30 UNDERLAYMENT ON I 1" II II II II SLOPED CLG.S @WALL, I @MIDDLE 6SGL @
2.10 RAFTERS @ 16'O.C.w/ _
2 IOF 5/B"COX PLYWD. ' II J �L' I SIMPSON H2.5 CLIPS @ 16°OC° P.T. 2.6 @
PROP-A-VENT BAFFLE II 11 II I II IId II 16"O.C. Ge,1I 9° FT FA FIBERGLASS BATT �I}2
— ° AT SLOPED CLG.S I I IF 11 KRAFT FACED INSUL
ATTIC 2x10 RAFTERS @ I6°O.C.w/ ATTIC o
J/ 4
SIMPSON H2.5 CLIPS @ 16'O.G. •
9°(R-30) FIBERGLASS BATT s• II II II II II II I TITLE:
KRAFT FACED INSUL. TCG PLYWOOD
TYP-2nd FLOOR CONSTRUCTION TYP, IN ATTIC I I II i
L2ND FLOO EL .-12I.2' - _ _ _ _ 2ND FLOOR ELEV.=126.2'.— _ _ _ _
TYPICAL WALL CONSTRUCTION BUILDING
W.C. SHINGLES 5 1/2'EXPOSURE TYPICAL WALL CONSTRUCTION
W.C.SHINGLES 5 /2 EXPOSURE
77VEK HO 1 '
USEWRAP SECTIONS
I/2'O.S.B.SHEATHING, TYVEK HOUSEwRAP
2.5 STUDS @ I6°O.C. - -9 1/2'O.S.B.SHEATHING, RAMP DETAIL
MUDROOM LAUNDRY m 5 1/2' RI9 UNFACED FIBERGLASS BEDROOM 2 BEDROOM 3 m 2x6 STUDS @ 16'O.C. a SCALE, 3/4°=1'-O'
BATT INSULATION, 3 MIL POLY (PARENTS)- (KIDS) 5 1/2' RI9 UNFACED FIBERGLASS
GATT INSULATION, 3 MIL POLY
VAPOR BARRIER, VAPOR BARRIER,
TIP- IST FLOOR 2'BLUE BOARD'w/VEN. TYP IST FLOOR IQ"BLUE BOARD /VEN. DATE ISSUED:
1IST FL ELEV.•117, ' IS F CONSTRUCTION PLASTER(SP1TTH)
LOOR ELEV_II7.0' u PLASTER(SMOOTH)
[QySTRUCTION
NON-SKID SURFACE FIRECODE GW 10(20/OB
�°MARINE.PLYWOOD, W/
REVISIONS:
CURB BEYOND
o I 2-P.T. 2x4 CURB P.T.2-2x6 PLATI)
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8 TYPICAL CONSTRUCTION
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I x 3 STRAPPING AT 16'O.C, q' (R30)FIBERGLASS BATT CROWN MOLDING, ATW 3051,
I/2'BLUEBOARD WITH SKIMCOAT INSULATION I OVER 2 X WOOD BLOCKING AT
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ON P.T.2 X 8 JOISTS @ IId'TJI's(230 SERIES)@ 16'O.C.
Ib'O.C. I. I ` FIBERGLASS GATT
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AnD I OVER 6',OF CRUSHED COMPACTED BILCO TYPE'C'STEEL ,
GRAVEL ON 6 MIL POLYETHYLENE BULKHEAD INSTALLED WALL
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2 I INSTRUCTIONS SECTIONS
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FOOTING FOOTINGSTRINGERS W/2 X 10
TREADS/OPEN RISERS
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w/SIMPSON H2.5 CLIPS @ 16'O.C,
TYPICAL ROOF CONSTR fTlOh �O
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TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CON5TRUCTION TRI-FLEX 30 UNDERLAYMENT ON — �415t 5/B'CDX PL7WD,SHEATHING WHITE ALUM DRIP EDGE �V c_
= ASPHALT SHINGLES ON ASPHALT SHINGLES ON
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TRI-FLEX 30 UNDERLAYMENT ON TRI-FLEX 30 UNDERLAYMENT ON 12 2 X WOOD BLOCKING
5/8"CDX PLYWD.SHEATHING 12 5/W CDX PLYWD.SHEATHING IO� AT 16'O.C, No.n�
2x10 RAFTERS @ 16°O.C. 10 2x10 RAFTERS @ Ib°O.C. 'y' FTPON 451 CROWN MOLDING YARDdiUdJTI-IP'LiT,
FYPON 451 CROWN MOLDING ON 2X'BLOCKING AND 1.4 PVC MA
ON %10 PVC RAKE - FASCIA SO.-PTD.
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WHITE ALUMINUM DRIP EDGE WHITE ALUMINUM DRIP EDGE I = In�
FTPON 451 CROWN MOLDING FYPON 451 CROWN MOLDING �" Ix12 PVC SOFFIT, PTD.w/�°
ON I X 4 PVC FASCIA ON I X 4 PVC FASCIA CONT.SCREEN VENT
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PTD.-TYP. PTD.-TYP. COPPER FLASHING GAP FLASHING 7
PRE-STAINED R6R WHITE CEDAR PRE-STAINED R"R WHITE CEDAR OVER 36°CDX WINDOW - SEE WINDOW Z
PLYWOOD SHEATHING LL _6
5HINGLES AT 5°z TO THE WEATHER SHINGLES AT 5't TO THE WEATHER SCHEDULE
FYPON 451 CROWN
MOLDING OVER 2 X CO Z
EAVE AT LAUNDRY / I IUDROOI I EAVE DETAIL AT GARAGE w0ooBLLlK1NGAT EAVE DETAIL AT SHED DORMER z �
_ to SCALE: I I/2°=I'-O° II SCALES I/2"=I'-0' - 16'O.C.
I X 3 PVC TRIM OVER I X Z w— w D
PVC CASING, PAINTED 3 LB. LEAD FLASHING, TURN 2
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WHITE ALUMINUM DRIP BEHIND FLASHING - m
CAP FLASHING
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2 X 6 LEDGER BOARD
WINDOW - SEE WINDOW - 16d @ 6'O.C. INTO TJI BLOCKING
SIMPSON 42.5 RAFTER TIEDOWN AT - SCHEDULE
CENTERED UNDER WALL
EA.RAFTER
_ Bd @ 6'O.C.INTO TOP OF BLOCKING
(3)2 X 10 WOOD BEAM -
_ TOENAIL BLKG W/ 16d Is 6°O.G. INTO
TYPICAL ROOF CONSTRUCTION TOP OF WALL
ASPHALT SHINGLES ON - —
12 SHEATHING NAILED W/Bd @ b°O.C. INTO
TRI-FLEX 30 UNDERLAYMENT ON �10 .TOP OF WALL AND INTO WINDOW HEADER
5/6"CDX PLYWD:SHEATHING , 5d @ 6"O.C. INTO TJI
200 RAFTERS @ 16'O.C. 12 BLOCKING CENTERED AKEK AZM 6933 PVC /
w/SIMPSON H2.5 CLIPS @ 16"O.C. 7$S� $°PLYWOOD SHEATHING - OVER WALL SUB
OVER I X PVC TYPICAL ROOF NAIL TO TO WALL PLATE AND2 ASPHALT SHINGLES ON TRI-FLEX O
APRON,.PAINTED
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PLYWD.2.10 RAFTERS @ 16'O.C. W
WHITE ALUMINUM DRIP EDGE - 44OVER
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CONT.SCREEN VENT I*
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I�° ON Ix4 PVC.FASCIA.BD.-PTD. LY, ( � Lv
I X 10 PVC FRIEZE BOARD, I X 6 PVC V-GROOVE 1.17 PVC SOFFIT, PTD,w/�" 'Qn v� ~
PTD.-7TP. CEILING PNTD ON 2.4 17
LLJ
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PLYWOOD SHEATHING - (/)
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COLUMNS OVER I 6 PVC WINDOW WHITE ALUMINUM DRIP
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bxb P.T.COLUMN, WRAP w/I. CAP FLASHING Lv
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WINDOW -SEE WINDOW
SCHEDULE
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SCALE: 11/2°=1'-O° SCALES I/2"=I'-0' SCALE: 1 1/2'=1'-O° SCALE: 11/2°=I'-0"
WIND - SEE t,INDOW 5C 4EDULETITLE:
CONTINUOUS 2.6 P.T.SILL -
6.6 P.T.COLUMN, WRAP PLATE/SILL INSUL.w/5/5'DIA TYPI A EXTERIOR WAL
w/I. PVC TRIM, PAINTED GALV.A.B.@ 48'O.C.MAX 4 - CONE TF UCTION
6'-12° FROM END OF PLATES TYP LOOR. I—F CONSTRUCTION
w/3'.3'.41'PLATE WASHERS 3/4'T 6 G PLYWD SUBFLOOR DETAILS
8d @ 6'O.C. INTO TJI GLUED 4 NAILED TO III*TJI's(230
BLOCKING CENTERED FASTEN SUBFLOOR W/Bd @ SERIES)@ I6'O.C. W/6° (RI9)
15 PLYWOOD SEATHING - OVER WALL 6°O.C.INTO SILL PLATE FIBERGLASS BATT INSUL. 3 LB HEET D FLA I G
NAIL TO WALL PLATE AND 3 LB.SWEET LEAD FLASHING
BEAM W/8d 0 6'O.C.
2X MAHOGANY DECKING ON 6 MAHOGANY DECKING ON P.T.J19"OISTS @ I O O.C.
2X8 P.T.JOISTS @ Ib'O.C, - -
DECK EL 117,0' 6 A E D 2X8 P.T.JOISTS @ 16"O.C. -
- — ENGINEERED WOOD BEAM- T °T� F N �- DATE ISSUED: �0/20/08
SEE STRUCT. DWGS
I.IO PVC TRIM, PTO 'TJI BLOCKING CENTERED
OVER WA L REVISIONS:
m MTL JST HGR, TYP 2xB P.T LEDGER W/EXPANSION GALV. JOIST HANGERS
2x6 P.T. SILL PLATE W/%' BOLTS AT 24'O.C. INTO FNDN z
GALV,A.B.@ 48"O.C.MAX Y,°
2x0 P.T LEDGER W/ LAG
BOLTS AT 24'O.C.
w/3"x3"x�°PLATE WASHERS " - -
SIMPSON CB66 POST BASE I X 6 PVC V-GROOVE 2x BLOCKING BETWEEN JOISTS N
CAST INTO CONIC. FROST CEILING(PNTD)ON 2x4 1.X 4 PVC.TRIM, PAINTED a CONTINUOUS 2.6 P.T.SILL
WALL FRAMING @ 12'O.C. CONT. P.T.2.4 SILL PLATE PLATE/SILL INSUL. w/5/8' DIA _
RAD EL 1158' w/' DIA. A.B.@ 48'O.C.AT GALV. A.B.@ 48'O.G.MAX 4
}'CDX SOFFIT W/7YVEK
IN .a 6°-12'FROM END OF PLATES
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WHITE ALUMINUM DRIP CAP PLATE WASHERS DRAWN BY:
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CASING, PAINTED ° 5 a n
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10'CONC. FOUNDATION W/2 a5 PROJECT#:
R-0005-08
REINF.BARS TOP 4 BOTTOM
DRAWING NO.:
2 DETAIL AT FRONT PORCH 6 FRONT PORCH AT FOUNDATION NALL q FOUNDATION / DECK DETAIL
SCALE, I/Y-I'-O° SCALE, 1 1,2°.I'_D SCALE: 1 1/2'-1'-0"
PERMIT SET A5, 0
g SCALE: I/2°=I'-0°
x 10/20/08
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ST
A
PERMIT SET ���`�°
10/20/08
• INSULATED STEEL GARAGE MUDROOM cc X
GARAGE DOOR
HOLD GWB j'OFF CONC.W/CONT. 7M
VENT BLKG d CONT.VENT BAFFLE, PLASTIC J-BEAD, CAULK JOINT TYP IST FLOOR CONSTRUCTION YAR�tQUTHppgT
TYP.AT CATH CLG 4'CONC.SLAB W/6X6 10/10 W.W.M. -- 3/4'T d G PLYWD 5UBFLOOR
OVER 6°OF CRUSHED COMPACTED =_ GLUED d NAILED OVER
GRAVEL ON 6 MIL POLYETHYLENE -- II i'TJI's(230 SERIES)@ 16,O.C.
VAPOR BARRIER 4Fj° i 6' (RI9)FIBERGLASS BATTof
INSULATION
- (2)95 REINF.BAR, CONTINUOUS
GALV.STEEL ANGLE _= TOP AND BOTTOM ¢Q�
SIMPSON H2.5 RAFTER TIEDOWN AT BITUMINOUS CONCRETE °? 4°CONC. SLAB W/(.X( 10/10 W.W.M. q
EA. RAFTER PAVEMENT OVER 6°OF CRUSHED COMPACTED 1
2%ROOF FRAMING -SEE FRAMING PLANS _= GRAVEL ON b MIL POLYETHYLENE O
' CONC.APRON -- VAPOR BARRIER a
w/6x6 10/10 WWM
TYPICAL ROOF CONSTRUCTION CONTINUOS 2x6 . 51LL w
PLATE/SI L INSUL.w/5/0" D GAL'
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5/0°COX PLYWD.SHEATHING / -�—� o op —� <^,� / < WASHERS N Z
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ARCHITECTURAL BRACKETS 8 C FRIEZE � 4 � [�
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BATH I BATH I REFERENCE PLAN
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DATE ISSUED:
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l0/20/OB
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TITLE:
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TYPICAL FLOOR TYPICAL FLOOR TYPICAL FLOOR
CONSTRUCTION - SEE CONSTRUCTION -SEE CONSTRUCTION - SEE
SECTIONS 6 STRUCT DWGS SECTIONS 6 STRUCT DWGS SECTIONS<STRUCT DWGS FORESTER HANDRAIL, - -
CLEAR FINISHED ON METAL -2ND FLOOR 2ND_FLOOR _2ND FLOOR FORESTER F94100 HANDRAIL,
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T t G OAK FLOORING / - SUBFLOOR OVER 2 X 8 / SUBTREADS AND %RISERS T 6 b OAK FLOORING ELEVATIONS
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SUBFLOOR OVER 2 X 8 / 00 — s SUBFLOOR OVER 2 X 8
JOISTS @ 16'O.C. / // w = DOOR TO BASEMENT - o iv JOISTS @ 16'O.C.
SEE DOOR SCHEDULE -
/ TYPICAL FLOOR TYPICAL FLOOR TYPICAL FLOOR
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o a - `
SECT CONSTRUCTION NS / SECTIONS t STRUCT DWG5 SECTIONS 6 STRUCT DWGS = / CONSTRUCTION - SEE SECTIONS 6 STRUCT SEE / DATE ISSUED:
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SUBTREADS AND I X RISERS
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BSMNT STAIRS `0 / STL BEAM - SEE / STRINGERS _
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2 X TREADS AND OPEN / STL BEAM - SEE / BSMNT STAIRS
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TITLE:
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5 TYPICAL "SCALE,6'-1'-0' 6 TYPICAL SCALE:6'-1'-0° 6 TYPICAL SCALE b°-I'-0° - BUILT-IN DETAILS
DATE ISSUED:
10/20/08
. - REVISIONS
- DRAWN BY., TWS/SW/BD.
_ PROJECT#:
R-0005-08
DRAWING NO::
PERMIT SET
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No.TM
GARAGE CONC. W/SEALER 35 G.W.B. -PAINTED UNFINISHED UNFINISHED UNFINISHED V G.W.B. -PAINTED N/A wA N/A wA N/A �{ T
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EXP05ED STRUCTURE 7v
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DINING AREA T t G WHITE OAK N/A 0 Z
LIVING ROOM T It G WHITE OAK _ N/A Z ti n
U a^o
BEDROOM I (DAVID) T t G WHITE OAK WA
CERAMIC TILE X/'G.W.B.-PAINTED/TILE USE)V CEMENT BACKER BD AT TILED - O
BATH 1 SURROUND AT BATH TUB BATHTUB SURROUND t SHOWER WALLS N/A m�
BATH 2 CERAMIC TILE )5'G.W.B. -PAINTED N/A
BEDROOM 2(PARENTS) T t G WHITE OAK N/A
BEDROOM 3(KIDS) T t G WHITE OAK PRPROVIDE HIRE HAT EFINISHED METAL SCLOSEHELF T)/ N/A
ROD
CLOSETS T t G WHITE OAK
STUDY/SITTING AREA T t G WHITE OAK Yl'G.W.B. -PAINTED A'G.W.B. -PAINTED )5'G.W.B. -PAINTED )5'G.W.B. -PAINTED 15'G.W.B. -PAINTED 5 MDF SPEED BASE, PTD I X W/BULLN05E Ix4 BARNARD, PTO. 1.4 BARNARD, PTO O
T t G WHITE OAK PROVIDE 5 WIRE SHELVES, N/A
- LINEN CL.. EQUALLY SPACED LI_ u:) _
y BEDROOM 4 INCL.CLOSET T/G WHITEN/A OAK LU W
� > Q
-- BEDROOM 5 INCL.CLOSETS T t G WHITE OAK
N/A z N Q
BATH 3 CERAMIC TILE - N/A Q ` J
i G
CLOSETS T t G WHITE OAK PREFINISHED METAL CIL05ETELF /ROD _ J
P IE WIRE HAT N/A C w 2
ATTIC AREAS UNFINISHED PLYWOOD UNFINISHED- UNFINISHED- UNFINISHED- UNFINISHED- UNFINISHED
- EXPOSED STRUCTURE EXPOSED STRUCTURE EXPOSED STRUCTURE EXPOSED STRUCTURE EXPOSED STRUCTURE tJLu
I
Lu C� cn z
N ^ LU
O
FINISH NOTES: A
O
I, ALL INTERIOR STANDING AND RUNNING TRIM TO BE SANDED, PRIMED AND PAINTED.
2. PROVIDE MANUFACTURER'S EXTENSION JAMBS AT ALL EXTERIOR WINDOWS AND DOORS IN 2x6 FRAMED WALLS. - CL
3. REFER TO WALL TYPES,SHEET A-6.I, FOR TYPE OF G.W.B.TO BE USED AND RELATED INFORMATION -
STAIR PARTS SCHEDULE
TITLE:
WALL RAILING: LJ - 6010 W/-BRASS WALL BRACKET-FOR BASEMENT STAIR
NEWEL POST: COFFMAN C-4010 - - ROOM FINISH
TOP RAIL: CROWN HERITAGE 6310P SCHEDULE
WALL RAILING: CROWN HERITAGE 6310P W/BRASS WALL BRACKET-MAIN STAIRS - - -
MILLWORK FINISH
BALUSTERS: COFFMAN C-5070 _
SCHEDULE
ROSETTES: NONE
DATE ISSUED:
10/20/08
REVISIONS:
- DRAWN BY: TWS/SWI BD
PROJECT#:
c R-0005-08
DRAWING NO.:
PERMIT SET A9 . 0
10/20/08
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No.7 M
YARMORHIRCM,
EXTERIOR DOOR SCHEDULE WINDOW SCHEDULE
Dooa slzE SIZE
- NUMBER Manufacturer Model Swing Direction NOTES MARK Manufacturer Model TYPE NOTES
WIDTH HEIGHT WIDTH R.O. HEIGHT R.O. 0wap m _
01 THERMATRU SMOOTH STAR FIBERGLASS 5236 3'-0' 6'-B' RIGHT W/53085L SIDELITE, A ANDERSEN TW2446 DOUBLE HUNG 2'-6 1/8, • 4'-9'
14'
02 THERMATRU SMOOTH STAR FIBERGLASS 52150 3-0' 6'-0, LEFT -- B ANDERSEN TW3052 DOUBLE HUNG 3'-2 1/5' S'-5' COTTAGE STYLE DOUBLE HUNG U
FRENCHWOOD GLIDING C ANDERSEN CWI3 CASEMENT 2'-5' 3'-0 1/2' - -- U
03 ANDERSEN FWG 50611L 5'-11 1/4' V-10 1/2' RIGHT W/RAMPED SILL _ U
- _ INSERT D ANDERSEN CWI4 CASEMENT 2'-5° 4'-0 1/2' -
Z
29 THERMATRU TRADITIONS STEEL DOOR T5214 3'-0' 6'-8' RIGHT -- w fi
_ E ANDERSEN AW251 AWNING 2'-5° 2'-5' -- �t
- 30 THERMOCORE INSULATED STEEL 9'-0' B'-0' NA OVERHEAD GARAGE 7 U
DOOR F ANDERSEN A21 AWNING 2'-0 5/8' 2'-0 5/8' -- Z
OVERHEAD GARAGE
31 THERMOCORE INSULATED STEEL 9'-O' 8'-0' NA DOOR G ANDERSEN C23 DBL CASEMENT - 4'-O I/2° 3'-0 I/2°
NOTES Z
I. EXTERIOR DOORS TO BE GLAZED WITH HIGH PERFORMANCE LOW-E INSULATED GLASS, TEMPERED. U
td
2. PROVIDE ELECTRIC DOOR OPERATORS W/REMOTE CONTROLS FOR GARAGE DOORS. NOTES: qq iy
-
3. PROVIDE HANDICAP THRESHOLDS AT DOORS 01 AND 04. - I. UNLE55 NOTED OTHERWISE, ALL WINDOWS ARE ANDERSEN 400 SERIES-.WHITE W/PRE- FINISHED INTERIORS. m Q In
_ - 2. GRILLE PATTERNS ARE AS SHOWN 7/8"COLONIAL PATTERN, PERMANENTLY APPLIED INTERIOR.6 EXTERIOR W/NO �� -�i
SPACERS. �� 1 SO
3. ALL DO BILE E HUNG WINDOWS TO HAVE (I) - STANDARD SASH LOCK 6 KEEPER, WHITE FINISH. §
4. ALL DOUBLE HUNG WINDOWS TO HAVE (1) -CONTEMPORARY SASH LIFT, WHITE FINISH, DEB Nary
5. ALL CASEMENT AND AWNING WINDOWS TO NAVE CLASSIC SERIES ROTO-OPERATOR HANDLES AND SASH LOCKS, WHITE
FINISH.
_ 6. ALL WINDOWS TO BE GLAZED W/HIGH PERFORMANCE LOW-E IN5UL.GLASS, TEMPERED AS REQUIRED BY MASSACHUSETTS -
INTERIOR DOOR SCHEDULE STATE BUILDING CODE.
7. CONTRACTOR TO VERIFY ROUGH OPENING ON WINDOW SCHEDULE PRIOR TO ROUGH FRAMING.
- B. CONTRACTOR TO PROVIDE ALTERNATE PRICING FOR. -
DOOR SIZE a. ANDERSEN 200 SERIES, SIMULATED DIVIDED LIGHT, d' PERMANENT EXT./PERMANENT INT.GRILLES
NUMBER Manufacturer Model. Thickness NOTES c. MARVIN INTEGRITY SERIES, SIMULATED DIVIDED LIGHT, d°PERMANENT EXT./PERMANENT INT.GRILLES -
_ - WIDTH HEIGHT - d. ANDERSEN 400 SERIES, SIMULATED DIVIDED LIGHT, a' PERMANENT EXT./PERMANENT-INT:GRILLES
04 CRAFTMASTER 6 PANEL, COLONIST V-6' 6'-B° 1 3/4" 20 MINUTE FIRE RATED - - O
05 CRAFTMASTER 6 PANEL, COLONIST 2'-4° 6'-8° 1 3/4' --
Lj-
- 06 CRAFTMASTER 6 PANEL, COLONIST 2 4° 1-8° 1 3/4° -- r U) LU '
07 CRAFTMASTER 6.PANEL, COLONIST 2-0 6'-8" 1 3/4" -- W/ \ 5Q
OB CRAFTMASTER 6 PANEL, COLONIST 2-6° 6'-B° 13/4" -- z L
- 09 CRAFTMASTER 6 PANEL, COLONIST 3'-0" b'-B° W 13/4° -- Q �] � LU
J
�^ 10 CRAFTMASTER 6 PANEL, COLONIST 5'-6° 6'-W 1 1/4' -- Q
N.-� _
II CRAFTMASTER b PANEL, COLONIST 3'-0° 6'-8° 13/4° -- - - W LLI
12 CRAFTMASTER 6 PANEL, COLONIST 2'-0' 6'-8° 1 3/4° -- _ - - - U
13 CRAFTMASTER 6 PANEL, COLONIST 3'-0' -B' 1 3/4' -- - 'n W
6'
14 CRAFTMASTER 6 PANEL, COLONIST 5'-0' 6'-8' II/4° - - LU V N z `
r W
15 CRAFTMASTER 6 PANEL, COLONIST 3'-0' b'-B' 13/4' O � /
I6 CRAFTMASTER 6 PANEL, COLONIST V-0' 6'-8' 1 3/4'
17 CRAFTMASTER 6 PANEL, COLONIST 3'-0' 6'-8° 1 3/4' -- O
18 CRAFTMASTER 6 PANEL, COLONIST 5'-0' 6'-8' 1 1/4' --
19 CRAFTMASTER I PANEL, COLONIST V-6' 3'-0' 1 3/4' INSULATED ACCE55
DOOR CUT DOWN
20 CRAFTMASTER 6 PANEL, COLONIST T-6' 6'-8' 1 3/4° -- - -
21 CRAFTMASTER b PANEL, COLONIST 2'-0' 6'-81 1 3/4, -- -
22 CRAFTMASTER 6 PANEL, COLONIST 2'-6' 6'-8° 1 3/4' -- - -
23 CRAFTMA5TER 6 PANEL, COLONIST 4'-O' 6'-8° 1 1/4' --
24 CRAFTMASTER 6 PANEL, COLONIST 2'-6° 6'-W 1 3/4' -- - TITLE:
25 CRAFTMASTER 6 PANEL, COLONIST 2'-6° 6'-8° 1 3/B' PROVIDE DOO MOE
POCKET DOOR PROVIDE FRAM FE
26 CRAFTMASTER 6 PANEL, COLONIST 2'-6° 6'-8° 1 3/4' -- - WINDOW DOOR
27 CRAFTMASTER 6 PANEL, COLONIST 3'-6° 6'-8° 1 3/4' -- - SCHEDULES
28 CRAFTMASTER 6 PANEL, COLONIST 5'-0° 6'-8° I I/4° -- - - -
29 CRAFTMASTER 6 PANEL, COLONIST 5'-0' 6 W 1 1/4° --
NOTES:
1• ALL INTERIOR DOORS ARE TO BE S.C.MASONITE MOLDED PANEL SERIES, SMOOTH FINISH
DATE ISSUED:
10/20/08
REVISIONS:
DRAWN BY: TWS/SW/BD .
PROJECT#:
R-0005-08
a
DRAWING NO.:
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- - - PLAN F R STAIR I - m� I - AT SHOWER LOCATION -
NOTES: OPENIN DInEN510N5 �� FOR HC ROLL-IN
------- — -- — — -� I I I - — — — -- — -- — _ SHOWER. HOLD B.O.
I.
OVERALL STRUCTURAL DESIGN 15 NON-PRESCRIPTIVE AND ASSUMES 2 SEPARATE - .7. XI L E I - TJB..FLUSH-W/B4O. - -
I.
STRUCTURES JOINED WITH A COMMON WALL. THE COMMON WALL BEING THE ONE _ _ - _ #IR
" FIRST FLOOR
BETWEEN THE MUDROOM AND THE GARAGE.THIS WALL HAS BEEN DESIGNED FOR WINDI jxll d° LVL TYP.FORCES(120 MPH)IN ACCORDANCE WITH ASCE-7, - - AW M}L J T H R, TYP T.2• 8 - @ AT DROPPED " FRAMING?PLAN
2. ALL FASTENINGS ARE TO BE IN STRICT COMPLIANCE WITH TABLE 2 OF THE WFCM I FLR FOR SHOWER
GUIDE FOR 142 FAMILY DWELLINGS IN HIGH WIND AREAS(110 MPH EXPOSURE B)OR AS - P.T.2
INDICATED ON THE DRAWINGS. -
31
REFER TO SHEET 51.4 FOR SHEAR WALL AND HOLD DOWN LOCATIONS AND
' SPECIFICATION5, - — — -- T.
2 X 8 RIM BOARD -- — -- — — I _ DATE ISSUED:
4. ALL JOISTS RUNNING PARALLEL TO EXTERIOR WALLS SHALL HAVE BLOCKING FOR I I - 10/10/08
2 JO15T BAYS AWAY FROM THE WALL.THIS BLOCKING,nUST ALIGN WITH FLOOR
SHEATHING SEAMS IN TH05E BAYS, 48'O.C.MAX.ALL PANEL SEAMS AT BLOCKING TO " - REVISIONS:
BE NAILED 6'O.C. .. I, - • _
5. ALL SHEATHING 70 BE INSTALLED WITH THE LONG DIRECTION PARALLEL TO THE
STUDS AND BE CONTINUOUS FROM FDN SILL TO TOP PLATE OR RIM BOARD(SEE - ,
DETAILS), PROVIDE BLOCKING AT ALL UNSUPPORTED EDGE5, _ - b BLDSi @L� 3 2 �� I BLDG 7 BLA'i
. A..I SECTION SECTION A..O - A3.0 SECTION A3,0 � A..I �N
6. ALL DOOR AND WINDOW OPENINGS SHALL BE CUT INTO FULL SHEETS OF - - - -
SHEATHING: PANELS SHALL EXTEND 16"PAST EDGES OF OPENINGS IN ALL DIRECTIONS. N..
7. GABLE ENDS TO BE CONSTRUCTED WITH FULL HEIGHT STUDS FROM FLOOR DECK FIRST FLOOR FRAI"IING .I LAN
TO ROOF DECK. I -
_ DRAWN BY: �/SW
PROJECT#: R-0005-08
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'10/10/08
STAMP'
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N
SECOND FLOOR FRAMING PLAN
SCALE: /4'=I'-o° DRAWN BY: TS/SW.
PROJECT#: R-0005-08
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DATE ISSUED:
10/15/08 -
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• 4EIrHT FROM SUBFLR TO RAFTER REVISIONS:
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SHEAR WALL
OA = 05B, 7/6" OR BETTER, WALL-16, 8d @ 6" O.C. @-EDGES, @ 12" O.C. FIELD. PLAN_
(BLOCK ALL HORIZ. SEAM5 IN SHEAR WALL LIMITS ONLY.)
OB = GWB, 1/2" OR BETTER, #6 DRYWALL SCREWS @ 4" O.C. @ EDGES, @ 16" O.C. FIELD
(BLOCK ALL HORIZ. SEAMS IN SHEAR WALL LIMITS ONLY.) DATE ISSUED: 10/20/08
Q = SIMP50N 14DU2-5D52.5 NOLDOWN
REVISIONS:
Q = 51MP50N NDU4-5D52.5 NOLDOWN N
SNEA2 WALL PLAN
. I • 5CALE, 1/4"=I'-0° «
DRAWN BY: TWS/SW/BID
PROJECT#:
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-
BASEI"IENT ELECTRICAL PLAN
I SCALES I/4°=1'-O' - 1•ITLE:
ELECTRICAL FIXTURE SCHEDULE ELECTRICAL NOTES
_ _ CONDUIT BASEMENT
1.I 2. FIXTURECAL OUTLETT D SWITORTCH LOCATIONS AREC)S14ALL IDE A COMPLETE E DIAGRAMMATIC ONLY-EC UNDERGROUND OUTEALRCAXTUSRES,RECEPTACLESTV S AND SWITCHINGTELEPHONE
OPTIONS SET
2WITH OWNER AND UTILITY TRENCH ELECTRICAL PLAN
SYf 1 LOCATION TYPE MANUFACTURER'S S UNIT REMARKS ARCHITECT PRIOR TO ROUGH INSTALLATION IN FIELD
VARIES WALL OR 3. ALL FIXTURES DENOTED AS'BY OWNER'SHALL BE PURCHASED BY OWNER AND INSTALLED BY EC
A CEILING MOUNTED OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 4. ALL SMOKE DETECTORS'SMALL BE HARDWIRED PHOTOELECTRIC OR COMBINATION PHOTOELECTRIC/IO RATION TYPE AND INSTALLED PER TOWN OR FIRE DEPARTMENT REQUIREMENTS-
REVIEW ALL LOCATIONS PRIOR TO INSTALLATION WITH PROPER TOWN AND FIRE OFFICIALS
8 VARIES RECE55ED LIGHTOLIER 1000 IC 5 w/1005WH LAMPING�BR40/IOOW 5. ALL 110 VOLT 4 LOW VOLTAGE HOUSEHOLD FIRE WARNING SYSTEMS SHALL HAVE BATTERIES FOR SECONDARY ELECTRICAL POWER
STEP BAFFLE 6. SMOKE DETECTOR LOCATIONS SMALL CONFORM TO THE FOLLOWING,
VARIES ADJUSTABLE LIGHTOLIER 000 IC 5 /027WH A,IMMEDIATE VICINITY OF BEDROOM5(WITHIN 2V OF ROOM DOORWAY)
C RECE55ED ADJUSTABLE APERTURE CONE B,IN ALL BEDROOMS DATE ISSUED:
LIGHTOLIER 000 IC w/078 LEXAN 5 C.ON EACH STORY INCLUDING BASEMENTS AND CELLARS BUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS
WET LOCATIONS RECESSED LAMPING,PAR38/9OW D.ONE FOR EACH 1200 SF OF LIVING SPACE OR PART THEREOF 0/20/08
OPALEX DROPPED E.NEAR BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR
E BATHROOMS RECESSED GROAN OTRIIOL EXHAUST FAN/LIGHT/NIGHT LIGHT 7. SMOKE DETECTORS MOUNTED ON WALLS SMALL BE NO MORE TH I2'BUT NO LESS THAN 4'FROM CEILING OR ADJOINING WALL REVISIONS:
AN
8. SMOKE DETECTORS MOUNTED ON A CEILING SMALL NOT BE CLOSER THAN 4'FROM WALL. 24'•36'FROM WALL 15 RECOMMENDED
F LAUNDRY CEILING MOUNTED 9. SMOKE DETECTORS SMALL NOT BE MOUNTED CLOSER THAN 36'FROM PADDLE FANS(MEASURED FROM TIP OF BLADE),5UPPLY VENT FOR HVAC UNITS
(I ICADURED TROT EDGE OF GRILLE),ANC,BATH14"I DOORD
G SCONCES WALL MOUNTED OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 10. SMOKE DETECTORS SHALL NOT BE LOCATED IN'DEAD AIR'SPACES,SHALL BE MOUNTED CN SLOPE OF PEAKED CEILINGS WITHIN THREE(3)FEET dF HIGHEST POINT, _
NOT ON 510EWALL. IF CEILING AT PEAK IS FLAT, DETECTOR SHALL BE MOUNTED ON THIS SURFACE. REFER TO NFPA FOR MORE INFORMATION.
KITCHEN PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER _ 11. NEAT DETECTORS REQUIRED IN ATTACHED GARAGES OR INTERNAL GARAGE AND INTERCONNECTED WITH HOUSEHOLD FIRE WARNING SYSTEM,
I-I 12. INSTALLATION OF L15TED 120 VOLT OR LOW VOLTAGE CARBON MONOXIDE DETECTORS
A.ON EACH STORY OF A DWELLING UNIT INCLUDING BASEMENTS AND CELLARS. -
•J ENTRY PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER - B.ON LEVELS WITH BEDROOMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE OF BEDROOM WITHIN TEN(10)FT.OF BEDROOM.
C.ALL ALARM SHWNDING APPLIANCES SMALL HAVE A MINIMUM RATING OF BSOSA AT TEN(10)FEET. .
K VARIOUS CLOSETS WALL MOUNTED LIGHTOLIER 4986-15 FLUORESCENT-WHITE D,INTERCONNECTION 15 REQUIRED.
13. COUNTER TOP OUTLETS TO BE MOUNTED AT 44'+/-FLOOR TO CENTER LINE OF OUTLET, DRAWN BY:
L VARIOUS EXTERIOR WALL MOUNTED SEAGULL LIGHTING 8642-12 ADJUSTABLE LAMPS.2-90W/PAR38 14. PROVIDE MIN.3 SEPARATE CIRCUITS AT KITC14EN-ISOLATE MICROWAVE OUTLET FROM COUNTERTOP OUTLETS. TWS/SW/BD
SWIVEL FLOOD LIGHT 15, ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS ELECTRICAL CODE,
BASEMENT CEILING MOUNTED PORCELAIN BULB HOLDER 16. PROVIDE SQUARE'd CIRCUIT BREAKERS ONLY-NO SUBSTITUTIONS.
J M 17. PROVIDE OUT FOR 2 OVERHEAD GARAGE DOOR OPENERS. PROJECT#:
I 18. PROVIDE 2-2 LAMP COLD WEATHER BALLAST TYPE FLUORESCENT FIXTURES AT GARAGE LOCATION.PROVIDE WIT"LENS TYPICAL. - R-0005-08
19. EC TO COORDINATE WITH 14VAC SUBCONTRACTOR TO PROVIDE HIRING OF ALL THERMOSTATS,AC UNITS AND HEATING SYSTEMS.
.- 3 DRAWING NO.: -
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IFIRST FLOOR ELECTRICAL PLAN TITLE:
ELECTRICAL FIXTURE SCHEDULE ELECTRICAL NOTES FIRST F
ELECTRICALAL PLAN
AN
1, ELECTRICAL CONTRACTOR(EC)SHALL PROVIDE A COMPLETE 2W AMP UNDERGROUND ELECTRICAL SERVICE. PROVIDE TV 4 TELEPHONE SET.IN 2'PVC CONDUIT IN UTILITY TRENCH
SYI I LOCATION TYPE MANUFACTURER'S UNIT REMARKS 2. FIXTURE CUTLET AND SWITCH LOCATIONS ARE DIAGRAMMATIC ONLY-EC SHALL LAYOUT ALL FIXTURES,RECEPTACLES AND SWITCHING OPTIONS WITH OWNER AND
ARCHITECT PRIOR TB.R000H INSTALLATION IN FIELD -
VARIES WALL OR 3. ALL FIXTURES DENOTED AS'BY OWNER'5HALL BE PVRCHASED BY OWNER AND INSTALLED BY EC
A OWNER
MOUNTED NER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 4. ALL SMOKE DETECTORS SHALLR BE HARDWIRED PHOTOELECTRIC OR COMBINATION PHOTOELECTC/IONIZATIBN TYPE AND INSTALLED PER TOWN OR FIRE DEPARTMENT REQUIREMENTS-
LIGHTOLIER 1000 IC 5 w/IOOSWH REVIEW ALL LOCATIONS PRIOR TO INSTALLATION WITH PROPER TOWN AND FIRE OFFICIALS
B VARIES RECESSED STEP BAFFLE LAMPING�BR40/I0OW 5. ALL ILO VOLT 4 LOW VOLTAGE HOUSEHOLD FIRE WARNING SYSTEMS SHALL HAVE BATTERIES FOR SECONDARY ELECTRICAL POWER DATE ISSUED:
6. SMOKE DETECTOR LOCATIONS SHALL CONFORM TO THE FOLLOWING.
VARIES ADJUSTABLE LIGHTOLIER 2000 IC 3 3/4 w/2027WH A,IMMEDIATE VICINITY OF BEDROOMS(WITHIN 27 OF ROOM DOORWAY) - 10/20/08
,IN ALL BEDROOMS
WET LOCATIONS RECESSED LIGHTOLIER 000 IC w/1078 LEXAN 5 - C.ON EACH STORY INCLUDING BASEMENTS AND CELLARS BUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS REVISIONS:
D OPALEX DROPPED LAMPING:PAR35/90W D,ONE FOR EACH 1200 SF OF LIVING SPACE OR PART THEREOF -
E.NEAR BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR
E BATHROOMS RECE55ED BROAN OTRIIOL EXHAUST FAN/LIGHT/NIGHT LIGHT 7. SMOKE DETECTORS MOUNTED ON WALLS SHALL BE NO MORE THAN 12'BUT NO LE55 THAN 4'FROM CEILING OR ADJOINING WALL
0. SMOKE DETECTORS MOUNTED ON A CEILING SHALL NOT BE CLOSER THAN 4'FROM WALL. 24'-36'FROM WALL 15 RECOMMENDED
F LAUNDRY CEILING MOUNTED 9. SMOKE DETECTORS SHALL NOT BE MOUNTED CLOSER THAN 36'FROM PADDLE FANS(MEASURED FROM TIP OF BLADE),SUPPLY VENT FOR HVAC UNITS
(MEASURED FROM EDGE OF GRILLE),AND BATHROOM DOORS _
G SCONCE5 WALL MOUNTED OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 10. SMOKE DETECTORS SHALL NOT BE LOCATED IN'DEAD AIR'SPACES,SHALL BE MOUNTED ON SLOPE OF PEAKED CEILINGS WITHIN THREE(3)FEET OF HIGHEST POINT,
NOT ON SIDEWALL, IF CEILING AT PEAK 15 FLAT, DETECTOR SHALL BE MOUNTED ON THIS SURFACE, REFER TO NFPA FOR MORE INFORMATION,
KITCHEN PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER. 11, HEAT DETECTORS REQUIRED IN ATTACHED GARAGES OR INTERNAL GARAGE AND INTERCONNECTED WITH HOUSEHOLD FIRE WARNING SYSTEM,
I"I - 12. INSTALLATION OF L15TED 120 VOLT OR LOW VOLTAGE CARBON MONOXIDE DETECTORS -
A.ON EACH STORY OF A DWELLING UNIT INCLUDING BASEMENTS AND CELLARS.
ENTRY PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER B.ON LEVELS WITH BEDROOMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE OF BEDROOM WITHIN TEN(10)FT,OF BEDROOMS.
C.ALL ALARM SWM14DING APPLIANCES SHALL HAVE A MINIMUM RATING OF 86DBA AT TEN(10)FEET. DRAWN BV;
K VARIOUS CLOSETS WALL MOUNTED LIGHTOLIER 4986-15 FLUORE5CENT-WHITE D,INTERCONNECTION 15 REQUIRED. TOWS/SW/BD
SEAGULL LIGHTING 8642-12 ADJUSTABLE 13. COUNTER TOP OUTLETS TO BE MOUNTED AT 44-./-FLOOR TO CENTER LINE OF OUTLET.
L VARIOUS EXTERIOR WALL MOUNTED LAMPS:2-90W/PAR3B 14. PROVIDE MIN.3 SEPARATE CIRCUITS AT KITCHEN-ISOLATE MICROWAVE CUTLET FROM COUNTERTOP OUTLETS. PROJECT#:
SWIVEL FLOOD LIGHT 15. ALL WORK 5NALL CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS ELECTRICAL CODE. R-0005-08
M BASEMENT CEILING MOUNTED 'PORCELAIN BULB HOLDER - 16. PROVIDE SQUARE'D'CIRCUIT BREAKERS ONLY-NO SUBSTITUTIONS.
17: PROVIDE OUTLETS FOR 2 OVERHEAD GARAGE DOOR OPENERS. -
s - 15. PROVIDE 2-2 LAMP COD WEATHER BALLAST TYPE FLUORESCENT FIXTURES AT GARAGE LOCATION.PROVIDE WITH LENS TYPICAL. DRAWING NO.:
19. EC TO COORDINATE WITH HVAC SUBCONTRACTOR TO PROVIDE WIRING OF ALL THERMOSTATS,AC UNITS AND HEATING SYSTEMS.
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No.7739
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ELECTRICAL SYMBOLS �►
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, SECOND FLOOR ELECTRICAL PLAN TITLE::
ELECTRICAL FIXTURE SCHEDULE ELECTRICAL NOTES SECOND FLOOR
ELECTRICAL PLAN
I, ELECTRICAL CONTRACTOR(EC)514ALL PROVIDE A COMPLETE 200 AMP UNDERGROUND ELECTRICAL SERVICE, PROVIDE TV 4 TELEPHONE SET IN 2'PVC CONDUIT IN UTILITY TRENCH -
SYM LOCATION TYPE MANUFACTURER'S UNIT REMARKS 2, FIXTURE OUTLET AND SWITCH LOCATIONS ARE DIAGRAMMATIC ONLY- EC SHALL LAYOUT ALL FIXTURES, RECEPTACLES AND SWITCHING OPTIONS WITH OWNER AND
ARCHITECT PRIOR TO ROUGH INSTALLATION IN FIELD
VARIES WALL OR 3. ALL FIXTURES DENOTED AS'BY OWNER'SHALL BE PURCHASED BY OWNER AND INSTALLED BY EC
A CEILING MOUNTED OWNER SUPPLIED, EC INSTALLED -COORDINATE w/OWNER 4. ALL SMOKE DETECTORS 514 R2 ALL BE NARDWED PHOTOELECTRIC OR COMBINATION PHOTOELECTRIC/IONIZATION TYPE AND INSTALLED PER TOWN OR FIRE DEPARTMENT REQUIREMENTS-
LIGHTOLIER 1000 IC
5w/OOSWH REVIEW ALL LOCATIONS PRIOR TO INSTALLATION WITH PROPER TOWN AND FIRE OFFICIALS
B VARIES RECESSED STEP BAFFLE ) CAMPING:BR40/IOOW S. ALL 110 VOLT 4 LOW VOLTAGE HOUSEHOLD FIRE WARNING SYSTEMS SMALL HAVE BATTERIES FOR SECONDARY ELECTRICAL POWER DATE ISSUED:
6. E DETECTOR LOCATIONS SMALL CONFORM TO THE FOLLOWING.
VARIES ADJUSTABLE LIG14TOLIER 000 IC 5)w/1027WH A.IMMEDIATE VICINITY OF BEDROOMS(WITHIN 20'OF ROOM DOORWAY) 10/20/08
C RECESSED ADJU5TABLE APERTURE CONE B,IN ALL BEDROOMS
WET LOCATIONS RECESSED LIGHTOLIER OOO IC w/078 LEXAN 5 C.ON EACH STORY INCLUDING BASEMENTS AND CELLARS BUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS REVISIONS:
D OPALEX DROPPED LAMPING:,PAR38/9OW D.ONE FOR EACH 1200 5F OF LIVING SPACE OR PART THEREOF
E.NEAR BASE OF ALL STAIRS WHERE 5W4 STAIRS LEAD TO ANOTHER OCCUPIED FLOOR -
E BATHROOMS RECESSED GROAN QTRIIOL EXHAUST FAN/LIGHT/NIGHT LIGHT 7. SMOKE DETECTORS MOUNTED ON WALLS SHALL BE NO MORE THAN 12'BUT NO LESS THAN 4'FROM CEILING OR ADJOINING WALL -
e 8. SMOKE DETECTORS MOUNTED ON A CEILING SHALL NOT BE CLOSER THAN 4'FROM WALL. 20-36-FROM WALL IS RECOMMENDED
F LAUNDRY CEILING MOUNTED 9, SMOKE DETECTORS SHALL NOT BE MOUNTED CL05ER THAN 36'FROM PADDLE FANS(MEA5UREO FROM TIP OF BLADE),SUPPLY VENT FOR WVAC UNITS
(MEASURED FROM EDGE OF GRILLE),AND BATHROOM DOORS
b - G SCONCES WALL MOUNTED OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 10. SMOKE DETECTORS SHALL NOT BE LOCATED N'DEAD AIR'SPACES,SHALL BE MOUNTED ON SLOPE OF PEAKED CEILINGS WITHIN THREE(3)FEET OF HIGHEST POINT, - -
NOT ON SIDEWALL. IF CEILING AT PEAK 15 FLAT, DETECTOR SMALL BE MOUNTED ON THIS SURFACE. REFER TO NFPA FOR MORE INFORMATION.
N KITCHEN PENDANT OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 11, HEAT DETECTORS REQUIRED IN ATTACHED GARAGES OR INTERNAL GARAGE AND INTERCONNECTED WITH WOUSEWDLD FIRE WARNING SYSTEM,
12. INSTALLATION OF LISTED 120 VOLT OR LOW VOLTAGE CARBON MONOXIDE DETECTORS
A.ON EACH STORY OF A DWELLING'UNIT INCLUDING BASEMENTS AND CELLARS. .
ENTRY PENDANT -OWNER SUPPLIED, EC INSTALLED COORDINATE w/OWNER 8,ON LEVELS WITH BEDROOMS CARBON MONOXIDE ALARMS SHALL BE PLACED OUTSIDE OF BEDROOM WITHIN TEN(10)FT.OF BEDROOMS.
C.ALL ALARM_ VARIOUS CL05ET5 WALL MOUNTED LIGHTOLIER 49B6-15 FLUORESCENT-WHITE D.NTERC40NNECTIONNIS REDING QUIRED.APPLIANCES SMALL HAVE A MINIMUM RATING OF BSDBA AT TEN(IO)FEET, DRAWN BY: TWS SW)BD
K 13- COUNTER TOP OUTLETS TO BE MOUNTED AT 44'./-FLOOR TO CENTER LINE OF OUTLET.
VARIOUS EXTERIOR WALL MOUNTED SEAGULL LIGHTING 8642-2 ADJUSTABLE LAMPS.2-40W/PAR38 14. PROVIDE MIN,3 SEPARATE CIRCUITS AT KITCHEN-ISOLATE MICROWAVE OUTLET FROM COUNTERTOP OUTLETS,
1 - L SWIVEL FLOOD LIGHT 15. ALL WORK SWALL CONFORM TO THE REQUIREMENTS OF THE MA55ACWUSETTS ELECTRICAL CODE. PROJECT#: R-0005-08
: M BASEMENT CEILING MOUNTED PORCELAIN BULB HOLDER -16. PROVIDE SQUARE'D'CIRCUIT BREAKERS ONLY-NO SUBSTITUTIONS.
- 17, PROVIDE OUTLETS FOR 2 OVERHEAD GARAGE DOOR OPENERS.
!'. I8. PROVIDE 2-2 LAMP COLD WEATHER BALLAST TYPE FLUORESCENT FIXTURES AT GARAGE LOCATION,PROVIDE WITH'LENS TYPICAL. DRAWING NO.:
19. EC TO COORDINATE WITH WVAC SUBCONTRACTOR TO PROVIDE WIRING OF ALL THERMOSTATS, AC UNITS AND HEATING SYSTEMS.
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