HomeMy WebLinkAbout0117 INWOOD LANE - Health 117 Inwood Lane
Centerville J
A = 2035 -028
M1
i
Town of Barnstable
�FTME Tn,- .
tiO Regulatory Services
Thomas F. Geder,Director
• seawsrnstZ
9cbA , . ��� Public Health Division
Thomas McKean,Director
200,Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: Sewage Permit# ,0 e2_�7'd3-j�'�Assessor's Map\Parcel ZZSJ61?8
Ews*w-�": Installer: —�{ f Q �))J dl
Address: 2 3 447,,' h Address: 30 A40 A16}0
HA 4r26,IS- 2 n l?T, O; 6 3
On 0((dLae) 't /�f C f���/was issued a permit to install a
installer
septic system at /0 /A-)WO,0'4 c- Av�>4F based on a design drawn by
(address)
$t✓�E-`9-S�x -+�i� �t dated Ii Zi ®ep Kd vi serb. S%f/Z
(designer)
_AeL"I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Loeal,._Regulations. Plan revision or
certified as-built by designer to follow., (w
1, VAA9
(IrOaller s\Signature)
SL's Signature) (Affix BV5PffFs Stamp Here)
• fA.9SpC-�yZxis /�LY3��T�sa�
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH. THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Revised.doc
l `
TOWN OF BARNSTABLlE
4a a SEWAGE#
LOCATION
VILLAGE` , -���N.� A SES OR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. l��Sp yt. {
SEPTIC TANK CAPACITY `q2U (-
VIZ Cvy(x'.cf��'• k� � (SlZ )
LEACHING FACILITY: (type)
NO. OF BEDROOMS J
OWNER i Gl1 ` 1 1 Ah
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the: Feei
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility
Private Water Supply Well and Leaching Facility(If any wells exist on . Feet
site or within 200 feet of leaching facility)
Edge of Wetland and Leaching Facility(If any wetlands exist within rLo tiC Feet
300 feet of leachin facility)
FURNISHED BY CAVAt'e
o
1o,lk- 35;7 /75
163
--- Z-a I
J
,*,\
No. 6/ oZ V V t Fee 1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
application r is oSal *psteta Cons uetioTY permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. ((1 3:v�wcw)Lo-w- 1,DQ Ow/�ner's Name,Address,and Tel.No.
Assessor's Map/Parcel � /I
CQ n'J I I e / l(Y(, ,IvIp 111 lu4r,,6 culidlt)e,
Installer's Name,Address,and Tel.No. 0�1�6 Designer's Name,Address,and Tel.No.
Type of Budding: aJ N t M l f i, 1)r'2 So,Q r-5 � 09,G O
Dwelling No.of Bedrooms / 0�1 Lot Size 19 M sq.ft. Garbage Grinder( )
Other Type of Building Cji%j L�w1;JV RES No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided sc� gpd
Plan Date- !t" lq l- NO Number ofn sheets
/�A 1O� Revision Date
Title 002?E�5� 1c, �•eS'�h 1� f'1;G►V�Q. c"(a1�1.1(1� i \
Size of Septic Tank l SDI C,t,G� �koV �A Type of S.A.S. 8' \ (qqa�,� 1ARil�te�di wI561� ,A
Description of Soil c`��
Nature of Repairs or Alterations(Answer when applicable) VIYAQl1G C4
Yt> �ewr r r,
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code not to place the system in operation until a Certific e of
Compliance has been issued by this Board ealth.
Si Date
Application Approved by Date Za
Application Disapproved by Date
for the following reasons
Permit No. 20 2SJ Date Issued e moo(-X
ML7V
l
. . No. I o� _ �0 e. ' 1 /X ` Fee /
r s, Entered in computer:
THE COMMONWEALTH OF MASSACHI°l'SETTS Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS
t. Yication risosaYpstern ions union hermit
y� _ i.ft....i.........
Application for a Permit to Construct Repair( ) Upgrade(� ) Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. u,,)L > Owner's Name,Address,and Tel.No. W,
Assessor's Map/Parcel Q ^T"� 1 .( � i l ti1U 1�v �cr�� CI+
Installer's Name,Address,and Tel.No. CQ$- 3ctg—a��6 Designer's Name,Address,and Tel.No.
1.�1Ne ' 11f �V �. }�� �}+/+i) �, �Li U�t\ 1� �^^..Q�ZP� 1�.. .�.-�}��f+J'�(�� �(('�� 1 ��./Y•
Type of Building: (J�pl'f e (� o.
Dwelling No.of Bedrooms J Lot Size f I 1 1 sq.ft. Garbage Grinder-( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
F
Design Flow(min.trequired) 1, gpd Design/flow provided ✓� gpd
^r -Plan Date f - f' U L Number of sheets �!/1 Revision Date
Title {l.r o,7i F(� �i (1� i 1J��7 C } >/ ��` L c.4 1 —�C c.i��.`1 o
Size of Septic Tank Type of S.A.S.
-� Description of Soil
1
Nature of Repairs or Alterations(Answer when applicable) moA
+
Date last inspected:
Agreement: t
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code a d not to place the system in operation until a Certific' e of
Compliance has been issued by this Board o ealth.
�.� "` Si I bate4
-
Application Approved by Date ?
Application Disapproved by Date
for the following reasons
i
Permit No. ?0/ -2 %Z Date Issued (j h o(
{ ------------------------------------------------------------------------=------- ------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(,
{ Abandoned( by a Q 0 h n
at LA Wo U A A 0 Pn l�+ � has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. �/ fgdated J' / 2 u/2
Installer Designer
I !l
#bedrooms Approved design flow St/ gpd
The issuance of this permit hall not a co true a guarantee that the system i do , /designed. �C/
Date Inspector
No. 2 t)/ oZ ��.) Fee �So
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair( ) JrUpgrade(�/) Abandon( )
System located at 1 1 ��i u o ud A n p , CP ll j f�+1 �
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following-local provisions or special conditions.
Provided:Cons ctto must be completed within three years of the date of this permit.
Date ( � u! �- Approved by
' i
r--
Oct 12 2012 11 : 41RM HP LRSERJET FAX p. 2
Town of Barnstable
Regulatory Services
* saereea�,
Thomas F. Geiler,Director
Public Health Division
Thomas McKean,Director
200.Main Street,Hyannis,MA 02601.
Office: 508-862-4644 Fax: 508-790-6304
Installer&Desisncr Certification Form
Date: �)A- Sewage Permit# C p2-= Assessor's MaplParcel 72S,/6 0a
e : :S1 A 1nC Installer: -d f-Q. t A l TV)C,
Address: 923, ) -0, ' &A Address: _ d A40 �',�,d A) . r
S Cr a J'L_
On ? M W {' fiwas issued a permit to install a
(dat'e) (installer)
septic system at /I4 1AJW0-6`a t- rtv.>40F based on a design drawn by
(address)
dated /t t0 Aa& 9-6VIsc-6. 5-/2z/iz-
(designer)
' certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State&Loq-Raoations. Plan re-crision or
certified as-built by designer to follow.. •v,
yi ?"
OVIL
17
llaller'slSignahu- AN
's Signature) (Affix s Stamp Here) -
irusa��-s � s
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIVICATE
OF COMPLIANCE iWILL NOT BE ISSUED UNTIL BOTH.THIS FORM XND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC TH DIVISION
THANK YOU. -N.
Q:1ScpticlDesigner CertiScationFonn Revised.doc
07/24/2012 07: 33 FAX 5083983922 SWEETSER ENGINEERING a 008/009
;.J . • Town of Barnstable `7
Department of Healthy Safety,and EnvlronMental Services r+
Public Health Division pate /.
e ' 4 367 Mein Street,Hyannis MA 02601
g wwerADM I
�e Date Scheduled ? Time )Fee Pd. $100-00
a I
Soil Suitability Assessment for Sewage D/issp\osal
Performed By!�hJ ' CAL C�.1/ /�.a�e/✓�— WIlnensed 13y•��. C W Qng�K4
..
o••.�°'.r°� �l'y'I��.yy���I �r�y
:y::,::Yn.r•i w:n:a::::gr.?¢:ri.,,l
Mihae w
Location Address Y 17 Ynwoo� t.ane <C
Oner'sNaMe � lirio�
West Hyannisnort
Address 8 Agawam Road
Sharon, MA 02067
Assessor'sMap/Parcel: 225/28 Englneer'sName Sweetser Engineering
NEW CONSTRUCTION X REPAIR 2 o�Teicphoneq 503-398-3922
Land Use —��( ��- Slopes(°A) 3e t Surface Stones
Distances from: Opcn Water Body --tp R Posslble We(Area � R Drinking Water Well ft
r
Drainage Way gym' It Properly Line is ft Othcr n
I
SKETCH:(Street nam ,dimensions of lot,exact locations oftest holes&Pere tests,locate wetim ds in prox! ity to holes)
Tj
Parent material(geologic) m / Depth to Bedrock z��✓�
bepth to Groundwater: Standing Water In Hole: Weeping&Ora Pit Fare
$stlmated Seosonal High Groundwater ___ef� �
,raalnlaly;ly�:i!k::..;;n::n;,::•5 I •:. :' ; `Ilr ,a iir a fini�Flarcg:5•:Inua
...
!:�rl�:i:ii:�i:�ii.::i�i•i i�i"i�i� ;l�..VI::•I' J...i.....:...........>�:�.:.:.,�....s.:i�:v.;:.,�nv .v....� �..:�....�� �'I.••Iv�j il:l{"I:�'I:.:I::I
MethodUsed: .•,.,,....I,.,.,.:...................,.<.. •:•<.,,.:.,.,
Depth Observed standing In obs.hole; In. Depth to soli mottles:._ _.,___,.___��In,
Depth to weeping[tnrrfslde ofobs.hole: In. GroundwaterA.djtiatmcnt ft.
'Index Well 0_--,•_,.,. Mmading Dote: Tndex Well level•,•—,—__ Ar{I.tbctor T_ Adj.Groundwater Lcvo1__,.
���:.:.ifi is N. •Yki�>,:: f4:::�� � I .,!.Y•�.�. '.
w ia•Yr•I ils:::il�. as;t:
....,;Y,url: .n,:a:,.:.
�• IJ I.I., .��'/:,..
R•I •;:I:I:V>I,suy,.i1::14;, V•:Vy,,,, :
n;� ':,.,..n;:�.::u;a•;�....s:I.t:.I::F:.�...n�:.�:.;:::l.i..:;.:,..i;[�•;i)..:,�� .�,:. I.,..:I�::.I^:.�.V.r.:. �. _ I I •
Observation "t
Hole Al / Time at 9"
Depth of Perc 7 7 t Ime at 6"
Start Pre-soak Time® Tithe
End Pre-soak k'
Rate Mln./Inch Z G
Site Sullab)llty Assessment: Site Passed Site Felled: Additional Tooting N e(J(Y/N)
Original,. Public Hearth Division Observation Hole Data To Be Corttptated on Back—�
Copy: Applicant
07/24/,012 07: 33 FAX 5083983922 SWEETSER ENGINEERING Z 009/009
;. ;... ;,
Horizon So1I Te ( ) s (structure,Stones.Boulde'
Surface in, s. (USDA).,,x., .. .. >;::.:.:,:::,....,:r;,..
Depth tYom) :>..<.>..,.goil..n... _,,.� ,, ,. .....,.. .....,
�ctute Soil Color Soli Other '
Munsell Motllln res.
s
Surface a(Ln.) Soli Ho�lzon.. StU foe Iro... o:;o-§o ::CD10;... Soil Other
petleC+;
unsell Motllln Structure,Stones,.Boulderce-
O
72
K G, G S raz/L 6
e •sin:niltlf.•;:;i:uo!YtB..>.'i.!:,i.'n.@.,m::.,.,.x!.,.r.,.:': ........... ?}{�u F' �.:iR:>:7;�:'•::<'..'YtTJ4i�I,`fr,:i
11{C.1oi%lmer,,:...:... Soil'
oit Depthltom iI Texture'
Other•,:,,.: ,
Surface(In.) (USDA) (Munsell) Mottling (Stnlctum,Stones,Ovulderes.
oi2 b
>;
.. ..
••[ry.i<::fl:..i:::::.
Depth Elam Soillorizon Soil Texture Sol f dolor 5011 Other
Surrace(In,) (USDA) (Munsell) Mottling (Sttvcturc,Stones,Soulderes.
O G i¢ 4- ,tr0
AV I,, z�sy 7
jjglij Insui range Rate Mao:
Above 500 year flood boundary No^ Yes
Within 500 year boundary No 2�f Yes _
ry �
wlllrin too year flood boundary No�/ Yes a�
C'
pepth of Naturall):or-curring Pervious Material �? •�'+
ru
Does at least four feet of naturally occurring pervious material exist in all areas observed thr out theme
area proposed for the soil absorption system? J4-IT -v x
s r✓,
If not,what is the depth of naturally occurring pervious material?
Ceztlllcatlon u I certify that on /eq/�p�(date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expert" d experience des a 31 O CMR 15.017_
Signature Date 4 21! 44
TOWN OF BARNSTABLE
LOCATION _ SEWAGE# /;a -
"VILLAGE ASSESSOR'S MAP&PARCEL �.5
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY l� S'
LEACHING FACILITY. (type) �T, (War(size)
NO.OF BEDROOMS 5
OWNER i Ck ael 1. 1 I A O
rPERMIT DATE: COMPLIANCE DATE: c (o'
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet"
Private Water Supply Well and Leaching Facility(If any wells exist on _ r
site or within 200 feet of leaching facility) r0+1{ Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leachin facility) yv�OX{ Feet
FURNISHED BY Ctll�(ie l -�
C-
3 1 ,k 109- 163
TOWN OFBAFtNSTABLE
LOCATION .rit-)00 Llr S SEWAGE #
VILLAGE_
A U✓ ASSESSOR'S MAP & LOT- --0,29
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) / Feet
Furnished by C- ` ' '/ i�(lrt 64C,
I
ra ,
- ---- --- ./ 7
• TOWN OF BARNSTABLE
LOCATION 1 1 7 Inw od Lane SEWAGE #
VILLAGE West H , .. s s. ASSESSOR'S MAP & LOT 2 2 5-0 2 8
J.P.Macomber Jr.
SEPTIC TANK CAPACITY None. 1 -5 'X7 ' cesspool and
LEACHING FACILITY: (type)1 -LP-1 0 0 0 (size) 2500 gallons
NO.OF BEDROOMS 3
BUILDER OR OWNER Shelia'(I'Loughlin Inspection
PERMIT DATE: COMPLIANCE DATE: 3/2 6/0 3
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private.Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet.of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 fee of leachin fa?'
W Feet
Furnished
r Ir l
i
' ^
�.J
FORM30 C&W HoBBS&WARREN'M THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
CITY/TOWN
W �f�o.l'IN
DEPARTMENT
b ^
1`GV�+1N 5Z Vk 14 �S
'o ADDRESS Cam` ��jj ��/j//_ /,-/////�,ye
4�M Svey`e �0UV� fdol- �.K _C4
_ TELEPHONE
Address_ 6 Occupant_ Cp+v'(
Floor �� Apartment No. No. of Occupants �/ A
No.of Habitable Rooms S No.Sleeping Rooms _
No. dwelling or rooming units_ No.Stories
�
Name and address of owner i A. C>Az_" o
A,Q 0,�A P+I A O Z G Remarks Reg. Vio.
YARD Out Bld s.: Fences:
Garbage and Rubbish
Containers:
Drainage
Infestation Rats or other:
STRUCTURE EXT. Steps,Stairs, Porches:
Dual Egress:and Obst'n..-
El B ❑ F ❑ M Doors,Windows.-
Roof
Gutters, Drains:
Walls:
Foundation:
Chimney:
BASEMENT Gen.Sanitation: D
Dampness:
Stairs:
Lighting__ '� Nk
STRUCTURE INT. Hall,Stairway:
Obst'n.:
Hall, Floor,Wall,Ceiling:
Hall Lighting:
Hall Windows:
HEATING Chimneys:
Central ❑ Y N Equip. Repair
TYPE: Stacks, Flues,Vents:
PLUMBING: JP
Su I Line:
ElMS ❑ ST Waste Line:
H.W.Tanks Safety and Vent(s)
ELECTRICAL Panels, Meters,Cir.:
❑ 110 ❑ 220 Fusing,Grnd.:
AMP: Gen.Cond. Distrib. Box:
Gen. Basement Wiring:
DWELLING UNIT
Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks
Kitchen
Bathroom
Pantry
Den
Living Room
Bedroom 1
Bedroom 2
Bedroom 3 Z< 3b
Bedroom 4
Hot Water Facil. Sup.Ten, s,Oil, Elect.:
S ues, a feties:
Kitchen Facilities Sink /6/®
Stove
Bathing,Toilet Facil. anit'n.:
Wash Basin,Shower or Tub:
Infestation Rats, Mice, Roaches or Other.-
Egress Dual and Obst'n:
General Building Posted —J: Ui(,0i
Locks on Doors: Irz S LcCe 1>,Vo C
ONE OR MORE OF THE VIOLATIO CHECKED ABOVE IS A CON ION WHICH
MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE
OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE
AUTHORIZED INSPECTOR.(See Over)
"THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND
PENALTIES OF ERJUFIY."
INSPECTOR AE, TITLE 1-A.L1M X 1•�s,Q.ta(L
DATE Z TIME !' 4S P•M•
A.M.
THE NEXT SCHEDULED REINSPECTION P.M.
f .a
410.750: Conditions Deemed to Endanger or Impair Health or Safety
The following conditions,when found to exist in residential premises, shall be deemed conditions which may endanger or
impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those
items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the
occupants or the public. Because Chapter II, 105 CMR 410.10.0 through 410.620 state minimum requirements of fitness for
human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so
in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that
other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local
health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to
include affect the legal obligation of the person to whom the order is issued to comply with such order.
(A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both fiot and cold, to meet the ordinary
needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer.
(B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as
prohibited by 105 CMR 410.200(B)and 410.202.
(C) Shutoff and/or failure to restore electricity or gas.
(D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com-
mon area required by 105 CMR 410.254.
(E) Failure to provide a safe supply of water.
(F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR
410.150(A)(1)and 410.300.
(G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object,
including garbage or trash,which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452.
(H) Failure to comply with the security requirements of 105 CMR 410.480(D).
(1) Failure to comply with any provisions of 105 CMR'410.600, 410.601 or 410.602 which results in any accumulation of gar-
bage, rubbish,filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests
or otherwise contribute to accidents or to the creation or spread of disease.
(J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public
Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.)
(K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or
other dangers or impairment to health or safety.
(L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating,
gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352,
so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety.
(M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release
of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105
CMR 410.353.
(N) Failure to provide a smoke detector required by 105 CMR 410.482.
(0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or
knowledge of the owner of said condition or conditions:
(1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven
or any defect that renders either inoperable.
(2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any
defect which renders them inoperable.
(3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of
generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard.
(4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as
required by 105 CMR 410.503(A)and 410.503(B).
(5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550.
(P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con-
dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner
to remedy said condition within the time so ordered by the Board of Health.
Ails
c
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Signat
item 4 if Restricted Delivery Is desired., ❑Agent
■ Print your name and address on the reverse X d� Add ssee
so that we can return the card to you.. B. Received by(Printed Name) C. D t �0ivery
■ Attach this card to the back of the mailpiece, I
or on the front if space permits.
D. Is delivery address different from Item 1? Ye
1. Article Addressed to: If YES,enter delivery address below: No
I
fiw G'�Y� �.O 4
3. Service Type �
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❑Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number 7006 . 0810 0000 3524 9315
(Ifansfer from serNcelabeQ' I = +;, .. ---- - ��
PS Form 3811,February 2004 Domestic Return Receipt 102ss5-o2-M-154o 1.
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• Sender: Please print.your name, address,and'Zllz2r:in this box•
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a'�4 Town of Barnstable I
`�,';` ,g� Health Division \�
—� 200 Main Street
LHyannis,MA 02601
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Certified Mail#7006 0810 0000 3524 9315
�p4SHe rp�� Town of Barnstable
yam?^ ps
4 Regulatory Services
+ BARNSTABLE, ;
9O MASS. g. Thomas F. Geiler, Director
1639.
pA'F°MAY a� Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-7.90-6304
April.9, 2007
Michael Baglino
8 Agawam Road
Sharon, MA 02067
NOTICE TO ABATE VIOLATIONS OF 1.05 CMR 410.000, STATE SANITARY
CODE 11 — MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION
AND THE TOWN OF BARNSTABLE CODE CHAPTER 170.
The property owned by you located at 117 Inwood Lane Centerville, was inspected
on April 5, 2007 by Meredith Morgan, Health Inspector for the Town of Barnstable. This
inspection was conducted on the basis of the rental registration in accordance with
Chapter 170 of the Town of Barnstable Code.
The following violations of the State Sanitary Code were observed:
105 CMR 410.190—Hot Water. Water off.
The following violations of the Town of Barnstable Code were observed:
170-10—Smoke Detectors and Carbon Monoxide Alarms.No CO detector.
You are directed to correct the violations listed above within thirty (30) days
of your receipt of this notice by installing CO detector on every habitable floor and
by adjusting hot water temperature to be between 110°F - 130°F.
QAOrder letters\Housing violations\Rental ordinance\117 Inwood Lane.doc
You may request a hearing before the Board of Health if written petition requesting same
is received within ten (10) days after the date the order is served.
Non-compliance will result in a fine of $100.00 per violation. Each day's failure to
comply with an order shall constitute a separate violation.
Should you have any questions regarding the above violations, please contact the Town
Health Division and ask to speak with the inspector who performed the inspection.
R ORDER OF TH BOARD OF HEALTH
Thomas A. cKean, R. .,CHO
Director of Public Health
Town of Barnstable
Cc: Sue Kingman, Owner's Representative
Cc: Timothy O'Connell, Health Inspector
QAOrder letters\Housing violations\Rental ordinance\117 Inwood Lane.doc
FORM30 Hn W HOBBSB WARREN'M THE COMMONWEALTH OF MASSACHUSETTS
BO�FZD OF HEALTH
CIT /TOWN
W _ v
W DEPARTMENT
ADDRESS 8w p�
p T LEPHONE T
Address Occupant ..
Floor Apartmen o. No. of Occup nts_y�
No.of Habitable Rooms No.Sleeping of
No.dwelling or rooming units N Stories � �
Name and address of owner��aiL t pw wQ"',�,,�Ft onwahHA
Remarks Reg. Vio.
YARD Out Bld s.: Fences:
Garbage and Rubbish
Containers:
Drainage
Infestation Rats or other:
STRUCTURE EXT. Steps,Stairs, Porches:
Dual Egress: and Obst'n.:
❑ B ❑ F ❑ M Doors,Windows:
Roof
Gutters, Drains:
Walls:
Foundation:
Chimney:
BASEMENT Gen.Sanitation:
Dampness:
Stairs:
Li htin :
STRUCTURE INT. Hall,Stairway:
Obst'n.:
Hall, Floor,Wall,Ceiling: -
Hall Lighting: r1
Hall Windows:
HEATING Chi mne s:
Central ❑ Y ❑ N Equip. Repair
TYPE: Stacks, Flues,Vents: Old
PLUMBING: Supply Line: A}1 _
❑ MS ❑ ST ❑ P Waste Line:
H.W.Tanks Safety and Vent(s)
ELECTRICAL Panels, Meters,Cir.:
❑ 110 ❑ 220 Fusing,Grnd.:
AMP: Gen.Cond. Distrib. Box:
Gen. Basement Wiring:
DWELLING UNIT
Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks
Kitchen
Bathroom
—Pantry
Den
—Living Room
Bedroom 1
Bedroom 2
Bedroom 3
Bedroom 4
Hot Water Facil. Sup.Ten.,Gas,Oil, Elect.:
Stacks, Flues,Vents,Safeties:
Kitchen Facilities Sink
Stove
Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.:
Wash Basin, Shower or Tub:
Infestation Rats, Mice, Roaches or Other:
Egress Dual and Obst'n:
General Building Posted
Locks on Doors:
ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH
MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE
OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE
AUTHORIZED INSPECTOR.(See Over)
"THIS INSPECTIO REPORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND
PENALTI RJ RYK �k �fi A JAI
"
INSPECTOR TITLE .
M.
DATE ,1I TIME _ IS _ P.M.
A.M.
THE NEXT SCHEDULED REINSPECTION P.M.
y
410.750: Conditions Deemed to Endanger or Impair Health or Safety
The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or
impair the heaith, or safety and well-being of a person or persons occupying the premises. This listing is composed of those
items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the
occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for
human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so
in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that
other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local
health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to
include affect the legal obligation of the person to whom the order is issued to comply with such order.
(A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary
needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer.
(B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as
prohibited by 105 CMR 410.200(B) and 410.202.
(C) Shutoff and/or failure to restore electricity or gas.
(D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com-
mon area required by 105 CMR 410.254.
(E) Failure to provide a safe supply of water.
(F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR
410.150(A)(1)and 410.300.
(G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object,
including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452.
(H) Failure to comply with the security requirements of 105 CMR 410.480(D).
(1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar-
bage, rubbish, filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests
or otherwise contribute to accidents or to the creation or spread of disease.
(J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public
Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.)
(K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or
other dangers or impairment to health or safety.
(L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating,
gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352,
so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety.
(M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release
of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105
CMR 410.353.
(N) Failure to provide a smoke detector required by 105 CMR 410.482.
(0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or
knowledge of the owner of said condition or conditions:
(1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven
or any defect that renders either inoperable.
(2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2) and 410.150(A)(3)or any
defect which renders them inoperable.
(3) Any defect in the electrical; plumbing or heating system which makes such system or any part thereof in violation of
generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard.
(4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as
required by 105 CMR 410.503(A)and 410.503(B).
(5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550.
(P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0) shall be deemed to be a con-
dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner
to remedy said condition within the time so ordered by the Board of Health.
��v
e ,
Parcel Detail Page 1 of 3
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Parcel Lookup
Parcel Info
Parcel ID 225-028 I Developer LOT C
- _ -_-- - ---_—---- ---—_ _ ---- Lot
Location 117 INWOOD LANE - I Pri Frontage 185
Sec Road JACKSON AVENUE -- - Sec Frontage 58
village CENTERVILLE Fire District'C-O-MM
Sewer Acct I Road Index�2017
Interactive
Map
'�^� �•1, �-�
Owner Info
owner BAGLINO, MICHAEL A& Co-owner BAGLINO, MICHALE L
Streetl 8 AGAWAM RD I Street2
City SHARON I State MA ! zip 02067 jiCountry US
Land Info
Acres 0.45 I use Single Fam MDL-01 I zoning RD1 J Nghbd .0114
Topography Level I Road Paved -J
utilities Public Water,Gas,Septic Location
Construction Info
Building 1 of 1
Year Built S Root ._-_- -- -p ---- Ext _- d -- -
1980 ) Gable/Hi Wood Shingle
wall
Effect Roof �j AC -
Area 1586 Cover Asph/F Gls/Cmp i TypeInt
None
Style Ranch wall Drywall Bed Rooms -3 Bedrooms
_ - ----- -- ----- ---------J�
Model Residential Int Carpet I Bath Rooms Floor 2 Full
- ___� ---- ------ -- - --
Grade Average I Heat Hot Air Total 5 Rooms
Type - -- -- - Rooms -- -
http://issql/intranet/propdata/PareelDetail.aspx?ID=15564 4/5/2007
Parcel Detail Page 2 of 3
` BhIT(608j- �
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L_ 19
17 VAS
Stories 1 Story I Heat Oil Found- Typical is F
--- Fuel ation -
39
Permit History
Issue Date Purpose Permit# Amount Insp Date Comments
Visit History
Date Who Purpose
2/23/2004 12:00:00 AM Gary Brennan Data Mailer
12/11/2003 12:00:00 AM Paul Talbot Meas/Est
8/28/2001 12:00:00 AM Paul Talbot Meas/Listed
- Sales History
Line Sale Date Owner Book/Page Sale P
1 4/23/2003 BAGLINO, MICHAEL A& 16789/66
2 2/15/1992 OLOUGHLIN, SHEILA A 7882/030
3 2/15/1992 MORGAN, BARBARA B EST OF 7861/059
4 MORGAN, BARBARA B 2675/188
- Assessment History
Save# Year Building Value XF Value OB Value Land Value Total Parce
1 2007 $148,300 $2,600 $500 $470,500
2 2006 $138,500 $2,600 $500 $462,500
3 2005 $130,600 $2,600 $500 $462,100
4 2004 $114,700 $2,600 $500 $689,600
5 2003 $106,700 $2,600 $500 $211,700
6 2002 $106,300 $2,600 $500 $211,700
7 2001 $106,300 $2,600 $500 $211,700
8 2000 $80,500 $2,500 $200 $126,800
9 1999 $80,500 $2,500 $200 $126,800
10 1998 $80,500 $2,500 $200 $126,800
11 1997 $101,000 $0 $0 $65,200
12 1996 $101,000 $0 $0 $65,200
13 1995 $101,000 $0 $0 $65,200
http://issgl/intranet/propdata/ParcelDetail.aspx?ID=15564 4/5/2007
Parcel Detail Page 3 of 3
14 ` 1994 $92,700 $0 $0 $104,300
15 1993 $92,700 $0 $0 $104,300
16 1992 $105,500 $0 $0 $115,900
17 1991 $104,100 $0 $0 $152,100
18 1990 $104,100 $0 $0 $152,100
19 1989 $104,100 $0 $0 $152,100
20 1988 $79,000 $0 $0 $60,300
21 1987 $79,000 $0 $0 $60,300 ;
22 1986 $79,000 $0 $0 $60,300
Photos
http://issql/Intranet/propdata/ParcelDetail.aspx?ID=15564 4/5/2007
r
Town of Barnstable
P�0.*s►+e Toyy
Regulatory Services
* BARNS-TABLE, Thomas F. Geiler,Director
9 ✓M ASS.
°0 039. Public Health Division
AlfO MAI A
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
April 9 , 2007
Attn: COMM Fire
Health Inspector Meredith E. Morgan conducted a rental inspection in accordance with
Chapter 170 of the Town of Barnstable Code. In accordance with the State Sanitary
Code, 105 CMR 410.482, the Health Department is required to notify the Fire
Department if there is a smoke detector violation, or possible smoke detector violation.
The following property had possible smoke detector(and\or CO detector) violation(s):
117 Inwood Lane Centerville,Assessors Map-Parcel: (225-028):
Smoke detector in basement not operable. House vacant at time of inspection.
Meredith E. Morgan -Health Inspector
Q:\Order letters\Housing violations\Rental ordinance\\Fire Violations\FIRE TEMPLATE.doc
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Data Ir a1
DATE : 126�03
PROPERTY ADDRE SS: 117- Inwood Lane
--- -------------------
West Hyannisport,Mass_-- 1JT'''Q
------------------------
On the above date, I inspected the septic system at the ab -�e�s,
This system consists of the following: 2d�CE®
1 . 1 -5 'X7 ' Block cesspool
2. 1 -1000 gallon precast leaching pit. ppR 2 7 2003
3. These are in series.
Based on my inspection, I certify the following conditions:
TOWN OF B NSTABLE
4. This is not a title five septic ,system.
5 . This is a sewage system that has had a 1000 gallon precast
leaching pit added to it.
6 . The sewage system is in proper working order at the present time.
7. Waste water is 59" below the invert pipe of the cesspool.
8 . The leaching pit is presently dry.House has had very Little
useage in the past two years.
SIGNATUR
Name : — J .— P . _Macomber ,Jr .
Coax pany :, gaQph per_ Son, Inc .
Address '--BQx_6�
ZYLL.tP,— Na --Q- .632- 0066
Pnone : -_508- 775- 3338 --_-
THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY
IOSEPH P. MACOMBER & SON, INC.
Tanks•Cesspools•Leachflelds
Pumped & Installed
Town Sewer Connections
P 0 Box 66 Centerville. MA 02632.0066
775.3338 775.6412
i ,per
+ -\ COMMONWEALTH OF MASSACHUSETTS
t EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
TITLE 5
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: 1 1 7 Inwood Lane
West Hyannisport,Mass.
Owner's Name:ShPi 1 a McAleer ( O'Loughlin)
Owner's Address: Game
Date of Inspection: _3 2 6/n
Name of Inspector: (please print) Joseph P.Macomber Jr.
Company Name: J.P.Macomber & Son Inc.'
Mailing Address: Box 66
Centerville,Mass. 02632
Telephone Number: sag-775—,33--1A
CERTIFICATION STATEMENT
I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported
below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my
training and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
Passes
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature: Date:
The system inspector sha bmit a copy of this inspection report to the Approving Authority(Board of Health or
DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000
gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the
DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving
authority.
Notes and Comments
****This report only describes conditions at the time of inspection and under the conditions of use at that
time.This inspection does not address how the system will perform in the future under the same or different
conditions of use.
Title 5 Inspection Form 6/15/2000 page 1
Page 2 of I I
�i
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE
DISPOSAL SYSTE
M INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address:117 Inwood Lane
Wes tyanni ,
Owner: Shpi la McAleer oug
Date of Inspection: 1 /7 h/0 3
Inspection Summary: Check A,B,C,D or E/ALWAYS-complete all of Section D
A(� m Pass�-
Z:�jQ::h;ave
not fou�informationhich indicates that any of the failure etiteria described in 310 CMR
15.303 or ailure criteria not evaluated are indicated below.
Comments:
-The stawact system is in proper working order at the
B. System
y m Conditionally Passes:
Xie One or more system components as described in the "Conditional Pass"section need to be replaced or
repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass.
Answer yes, no or not determined(Y,N,ND) in the for the following statements. If"not determined"please
explain.
A&' eThe septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally
unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the
existiAg tank is replaced with a complying septic tank as approved by the Board of Health.
'A metal septic k will p
tan ass inspection if it is structurally sound, not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 years old is available.
N'D explain:
Ai (L"bscrvation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with
approval of Board of Health):
broken pipe(s)are replaced
obstruction is removed
distribution box Is leveled or replaced
ND explain:
ee) The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will
pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
ND explain:
2
Page 3 of I I
OFFICIA-L INSPECTION FORM • NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Properr) Address: 1 1 7 Trjumnt3 Lane
West Hyanni sport• ,Masi;,
Clwoer: .qhPl 1 A Mr`A1 nor (. O'Loughlin)
Date of lospectioo: 31/26,103
C. Further Evaluation is Required by the Board of Health:
A&n Conditions exist which require funher evaluation by the Board of Health in order to determine if the system ,
is failuig to protect public health, safety or.the environment.
I. System will pass unless Board of Health determines In accordance with 310 CMR 15.303(1)(b) that the
system is not functioning in a manner wbich will protect public bealtb,safety and the environment:
1W Cesspool or privy is within so feet of a surface water
E5 Cesspool or privy is within s0 feel of a bordering vegetated wetland or a salt marsh
01
2. System will fail unless the Board of Health (and Public Water Supplier, Irony) determines that the
system is functioning,in a manner that protects the public health, safety and environment:
IQ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a
surface eater supply or rributary to a surface water supply.
IfM The system has a septic tank and SAS and the SAS is within a Zone I of a public water supple
The system has a septic tank and SAS and the SAS is within s0 feet of a private water supply well.
/fit The system has a septic tank and SAS and the SAS is less than 100 feet but 50 fe t or more from a
private water supple well,' Method used to determine distance P�e'/'s,✓.f�
'This s\stcm passes if the well water analysis, performed at a DEP certified laboratory, for coliform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and
the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other
failure criteria arc triggered. A copy of the analysis must be anaehed to this forTn.
3. Other
--This is a sewage system, The system consists of
1 -F 'X7 t hl nr•k cesspo n1 with 1 _N70 1 onnga1 1 nn ,ELcnact
lei&ehjng pit.ass an csverfletr.
3
Page 4 of 1 1
OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 1 1 7 Inwood Lane
West Hyannispor ,Mass.
Owner: Sheila McAleer (0 Lou hlin)
Date of Inspection: 3/2 6/0 3
D. System Failure Criteria applicable to all systems:
You must indicate"yes"or"no"to each of the following for all inspections:
Yes Nol
_ ✓ ackup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool
.U1•l�� Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
A)?) Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow
i4 D Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number
of times pumped�.
_ 4) Any portion of the SAS, cesspool or privy is below high ground water elevation.
Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
Any portion of a cesspool or privy is within a Zone 1 of a public well.
_ Any portion of a cesspool or privy is within 50 feet of a private water supply well.
/Q Any portion of a cesspool or privy,is less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis. (This system passes if the well water analysis,
performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds
indicate
s that the well is free from pollution from that facility and the presence of ammonia
nitrogen and nitrate nitrogen g g a is equal to or less than 5PPm Provided th
at no oth
er failure criteria
are triggered. A copy of the analysis must be attached to this form.)
/Vd (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as
described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of
Health to determine what will be necessary to correct the failure.
E. Large Systems:
To be considered a large system the system must serve a facility with a design now of 10,000 gpd to 15,000
gpd.
You must indicate either"yes"or"no"to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
yes no
L he system is within 400 feet of a surface drinking water supply
11 the system is within 200 feet of a tributary to a surface drinking water supply
Zthe system is located in a nitrogen sensitive area(interim Wellhead Protection Area— IWPA)or a mapped
Zone 11 of a public water supply well W.
If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered
"yes" in Section D above the large system has failed.The owner or operator of any large system considered a
significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR
15.304.The system owner should contact the appropriate regional office of the Department.
4
Page 5 of 1 1
OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 1 1 7 Inwood Lane
West Hyannisport,Mass.
Owner: Sheila McAleer ( O' Loughlin)
Date of Inspection: 3/2 6/0 3
Check if the following have been done. You must indicate"yes"or"no"as to each of the following:
Yes No
7Pumping information was provided by the owner, occupant, or Board of.Health
Were any of the system components pumped out in the previous two weeks
y Has the system received normal.flows in the previous two week period?
Have large volumes of water been introduced to the system recently or as part of this inspection ?
Were as built plans of the system obtained and examined?(If they were not available note as N/A)
Was the facility or dwelling inspected for signs of sewage back up
Was the site inspected for signs of break out?
Were all system components,4 ludin the SAS located on site?
P g
AbV d- Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition
'of the baffles or tees, material of construction,dimensions, depth of liquid,depth of sludge and depth of scum ?
/—
Was the facility owner(and occupants if different from owner)provided with information on the proper
maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System (SAS)on the site has been determined based on:
Yes no
>/Existing information. For example,a plan at the Board of Health.
_/_ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance
is unacceptable) [310 CMR 15.302(3)(b)J
5
Page 6 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 1 1 7 Inwood Lane
West Hyannisport,Mass.
Owner:Sheila McAleer ( O' Loughlin)
Date of Inspection: 3/2 6/0 3
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): Number of bedrooms(actual): �J
DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):
Number of current residents:0
Does residence have a garbage grinder(yes or no):
Is laundry on a separate sewage syste es or no)AL- [if yes separate inspection required]
Laundry system inspected es or no):
Seasonal use: (yes or no):t�
Water meter readings, if available(last 2 years usage(gpd)):2 0 0 0=1 4, 0 0 0 ga 1 lops=3 8. 3 6 GPD
Sump pump(yes or no): 2001 =8, 000 Gallons=21 . 92 GPD
Last date of occupancy: 2002=8, 000 gallons=21 . 92 GPD
COMMERCIAL/WDUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): d
Basis of design flow(seats/persons/sgft,etc.): WRY
Grease trap present(yes or no):Z �)
Industrial waste holding tank present(yes or no):/Uj)
Non-sanitary waste discharged to the Title 5 system(yes or no):1%0
Water meter readings, if available: 141)4
Last date of occupancy/use: T4
,`//,y
OTHER(describe): NA
GENERAL INFORMATION
Pumping Records
Source of information: _4)OA)e,
Was system pumped as part f the inspection(yes or no):
If yes, volume pumped: 0 gallons--How was quantity pumped determined?
Reason for pumping: 14�1
TYPE OF SYSTEM
410ptic tank, distribution box,soil absorption system
Ingle cesspool
Overflow.eesspee4--,�Z.4 l>h%:c/y �l
�, Privy
407 Shared system(yes or no)(if yes,attach previous inspection records, if any)
Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be
o rained from system owner)
e Tight tank _Attach a copy of the DEP approval
I(I Other(describe):
Approximate age of all components,date installed (if known)and source of information:
Cesspool 35-40 years old. Leaching pit is 15-20 years old.
Were sewage odors detected when arriving at the site(yes or no):
6
r'
Page 7 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:1 1 7 Inwood Lane
West Hyannisport,Mass.
Owner: Sheila McAleer ( O' loughlin)
Date of Inspection: 3/2 6/0 3
BUILDING SEWER(locate on site plan) 4"Cast iron from house ( 5 ' )
Depth below grade: V / l / 4" Orangeberg pipe from the
Materials of construction: cast iron ,/40 PVC ,/other(explain)cast iron to the main cesspool.
Distance from private water supply well or suction line: i(/" 411 SCH. 40pipe from the
Comments(on condition of joints, venting,evidence of leakage, etc.): cesspool to the H2O leaching pit
jr)intc appaar tight-Na vi d n of leakage The system is vented
through the house vents.
SEPTIC TANK: locate on site plan)
Depth below grade: Al-"7
Material of construction rPconcreteitrQ meta IAA fiberglassyAyolyethylene
'U/ other(explain) '40Q
If tank is metal list age:&1A Is age confirmed by a Certificate of Compliance(yes or no),-(!, (attach a copy of
certificate)
Dimensions: AM
Sludge depth:
Distance from top of sludge to bottom of outlet tee or baffle: 4M
Scum thickness: AM
Distance from top of scum to top of outlet tee or baffle: tI4
Distance from bottom of scum to bottom of outlet tee or baffle:
How were dimensions determined: If)A
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of.leakage, etc.):
not present. Main cesspool acts as a septic tank.
contains solids in place and passes the effluent to the Te—a—cTTing pit.
GREASE TRARtbolocate on site plan)
Depth below grade:
Material of construction4y—concret&�O metaW.4 fiberglaW)A polyethylene/other
(explain): AR
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle: A�i
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping: AM
Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels
as related to outlet invert, evidence of leakage, etc.):
Cruse trap is not present
7
Page 8 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 1 1 7 Inwood Lane
Owner:Sheila McA ee t Ma S.
(O L ughlin}s
Date of Inspection: 3 2 6 0 3
TIGHT or HOLDING TAN](,hL4tjtank must be pumped at time of inspection)(locate on site plan)
Depth below
grade:b to
P
Material of construction:Wo concrete X1AmetalVl�fiberglass A polyethylene/i' other(exP lain):
Dimensions:
Capacity: lv' allons
Design Flow: ZW gallons/day
Alarm present(yes or no): ,OX
Alarm level: A)W Alarm in working order(yes or no):
Date of last pumping: A 14
Comments(condition of alarm and float switches,etc.):
Tight or holding tanks are not present
DISTRIBUTION BOYI,-G V—(if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert:
Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of
leakage into or out of box,etc.):
Distribution box is not Present
PUMP CHAMBER (locate on site plan)
Pumps in working order(yes or no): 4)4
Alarms in working order(yes or no):--;�71
Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.):
Primp charnhPr is not present
8
f
Page 9 of 1 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address:117 Inwood Lane
West H annispor ,Mass.
Owner: Sheila McAleer ( ) ' Loughlin)
Date of Inspection: 3
SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not require�)
1_—r, ' x7 ' block cesspool and & 1 -1000 gallon precast leaching pit
In series.
If SAS not located explain why:
Located• See page
Type
leaching pits,number: L
NO leaching chambers, number: n
Zleaching galleries,number:0
leaching trenches,number, length:
aleaching fields,number, dimensions:
,1106 overflow cesspool, number:
innovative/alternative system Type/name of technology:
Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,
etc.):
Loamy sand—to medium fine sand-No signs of hydraulic failure
Gr ponding- Soils are tion is normal.T e ieaching pi
is �prreesently dry. ( H20) Waste water is 59" below the inver pipe
ZESSPqOI (cesspool mug pumped as part of inspection)(locate on site plan)
Number and configuration:
Depth—top of liquid tot invert:
Depth of solids layer:
Depth of scum laver: 0 __--
Dimensions of cesspool: c �—
Materials of construction: G
Indication of groundwater inflow(yes or no): tZ
Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.):
Same as —above.
PRIM' L(locate on site plan)
Materials of construction:
Dimensions:
Depth of solids:
Comments (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.):
Privy is nnt- prp-,ent.
9
r
Page 10 of I 1
OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 1 1 7 Inwood Lane
West Hvannisport,Mass.
Owner: Sheila M Al r (b' loughlin)
Date of Inspection:3 /2 6/0 3
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or
benchmarks. Locate all wells within 100 feet. Locate where public.water supply enters the building.
U �_ Q
� O
J
r�— -- — --- / /
10
Page 11 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 1 1 7 Inwood Lane
west HYannJspnrt,Mass.
Owner:Shei la McAleer
Date of Inspection: 3/2 6/0 3
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground waterer feet
Please indicate(check)all methods used to determine the high ground water elevation:
NO Obtained from system design plans on record-If checked,date of design plan reviewed: N A
YESDbserved site(abutting property/observation hole within 150 feet of SAS)
No Checked with local Board of Health-explain: NA
Y,c.Checked with local excavators, installers-(attach documentation)
yp,-, Accessed USGS database-explain: hip - //t-Q3n_harn-,table.ma.us.
You mtml describe•how yoti established the high ground water elevation:
sed; Gahrety & Miller Model. 12/16/94 Ground water elevations above sea level .
Used:. USGS:Observation well data: June 1992
Used: USGS:Technical bulletin 2-000-1 Plate #2 January 1992 Annual ranges
of graiinrl -watprelevations -
I op
r o--a—
'_ -
1
Leaching
Pit 9 ;eet
J/
Groundwater Z/ Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method
Therefore, the vertical separation distance between the bottom/ F
Of the leaching pit and the adjusted groundwater table is
feet.
11
.T..•I T•..—..•'I7r'."r \T:JRf'P1TfTTRl1A.fTR••T7AtITl7TTTn\1RTR•{1111<RT�'lln .TTTT�4�}T•.
TOWN OF Barnstable WARD OF HEALTH
SUBSURFACE SEHA(;F DISPOSAL .SYSTEM INSPECTION FORM - PART D •- CERTIFICATION I+
•••T"t^T••••.'.—T.t I I.^.TTT1�1 T:T1'II.ITI TT/fTT/TT.RT\'r•'1 n,RR'\1.R1N-'TTtAf r7 � 1
-TYPO OR PRINT CI.EARLY-
PROPERTY INSPECTED
STREET ADDRESS117 Inwood Lane wpst Hyannisport- _Mass_
ASSESSORS MAP , BLOCK AND PARCEL # 225-028
OWNER' s NAMESheila Mcicer ( Sheila O'Loughlin)
PART D - CERTIFICATION
NAME OF INSPECTOR Joseph P.Macomber Jr.
COMPANY NAME J P Macomber & Son Ind".`
COMPANY ADDRESSBox 66 Centerville Mass. 02632
Street Town or City State CIF
COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 -1 578
CERTIFICATION STATEMENT "
I certify that I have personally inspected the sewage disposal system at
this address and that the information reported is true , accurate , and
omplete as of the time of -inspection . The inspection was performed and any
recommendations regarding upgrade , maintenance , and repair are consistent
with my training and experience in the proper function and maintenance of on-
site sewage disposal systems ,
•• 11 % ilt;+•1�. _ III
Checl{ one .
Sys te.ui PASSED ;
The inspection which I have conducted has not found any information
which indicates that the system fails to adequately protect public
health or the environment as defined in 310 CMR 15 , 303 , Any failure
criteria not evaluated are as stated in the FAILURE CRITERIA section of
this form.
System FAILED*
The inspection which I have con tcted has found that the system fails to
Protect the j)ublic health and the environment in accordance with Title
5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE
CRITERIA of this inspection form .
Inspector Signatur • Y" Date • AI C3
O( d
n copy of this certification must be provided to the OWNER, the BUYER
Where applicable ) and the 130ARD OF HEALTH.
* If the inspection FAILED, the owner or"" 'Perator shall, u d
within one year of the date of the inspection , unless allowed ortrequiredm
otherwise as provided in 3.10 ChJR 16 . 306 .
partd .doc
�:J Ir-_l l� � _�
7 q -�
No.......... .... Fics.....0......................
�p THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
----------------- -- OF...............................................................
I
Appliration for Di-spoo al Works Tnnitrnrtion Vamit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: pp
................_._:J.0�l sA: .._. ... Z Z-S C� Z
------------------- ..
«L.ocation Address or t No.
............ � -- u�f�� ��s� -.......-----•-------- .......... �........ ,......: .......
.........---•------------
. ... .
Owner Addres;_
� 5...._..._.. ll !°x - Kre . ..........--•-•------------
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons............................ Showers — Cafeteria
Q' Other fixtures .----•-•--•-------•---•--•--••-. .
W Design Flow............................................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid'capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit,.................... Depth to ground water........................
fT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a --------------------------•-•-----••--......................................................................................................................
ODescription of Soil........................................................................................................................................................................
x
U ---------•----•-••••---•--•------------•••••••-••---••--••---•-------------------•-••----....-•-----------•---------•------•----•-•---•---------•--•----.....---..._...•-----...---•-•--••••------------
x ..........................••••----•-••-------------•------•-••---•--•-••••-------•......---------•------ _ ---- ................
U Nature of Repairs or Alterations—Answer when applicable._...:__---....�lj ...._.. __________________ __°_._.__.._....._..
---------------------------------••-----•--•---•--•----•--•-----------.........---•--.............----.......--------------------------------------------------------•------•--•---••......•-----------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of H'I .L
p of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
Date
A lication Approved B < !�. . ._..... = �-77'.........PP y------.
Date
Application Disapproved for the following reasons:....................................:....................................
••---------------- ..............
...........................•----.....-•--•--------••----••--•------------------•---------..........----...__...---........-----------------•-----------------------------------------------•--••--------.
Date
PermitNo......................................................... Issued_.......................................................
Date
LOCATION SEWAGE PERMIT N0.
VI LAGS �a5 -�aS
INSTA LLER'S NA E i ADDRESS
OR OWNER
DATE PE IT ISSUED =° c '
DAT E COMPLIANCE ISSUED � '"Z_
� l/
0�„
a�
AA t.
/ 7'
NO.................... . Fss .......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
-••...........................--------....O F...............-.....-........-._......
Appliration for Disposal Works (>zonstrurfiun rrmif � ::
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
. .. ►
................ - : :...: a ...................................... -•-
._.Location Address or t No.
------------------------- .... . "�
a rt . -
......................
Owner AddresA "
............ ........... .................. a sA - .
•--•-----...........----.._.
Installer Address
Type of Building k Size Lot............................Sq. feet
aDwelling—'No. of Bedrooms---------------------------------_----------Expansion Attic ( ) Garbage�Grinder ( )
Other-Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
d Other fixtures --------•--•--------•---•----------••.................._
WDesign Flow............................................gallons per person per day. Total daily flow............................___......:......gallons.
WSeptic Tank—Liquid'capacity.__.____.._.gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter..................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
14 Percolation Test Results Performed bY------- ..... Date........................................ t
a •
Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................
r%4 Test Pit No. 2................minutes per inch Depth of Test Pit..................... Depth to ground water........................
a -------•--•--•--------••------- --•-------••--•..................•••-••...••-•--•....... .........
..............
•...........
_......
0 Description of Soil_____________________________
x
U ......................................................-----------•--••------------••----•-----•--•-------••------------•••••---------------•---••----•----......_..........•--...........-•-------•----
x -•---•------•----------•--••----•-•----•-•---•-••---•--•••-•---•••----•----••----•-----•------••--•---•-•-•-----
U Nature of Repairs or Alterations—Answer when applicable____!tn: .___ ._____._ _ __________
..._..----•-----•--•------.;.:--------------------••---•-----••---•---------•------•.....-----........••-•---....-•-••-----•-----•-•-----•---•--•---•-•-•---------------._..._....--------••••••••••-•--•
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
"~ Sign.-,'-;,. .............•------•----•----•-------••-...__...- - --------
Date
Application Approved By d� f t' _�� .D Date
--------
Date
Application Disapproved for the following reasons:-----•--------•-----61--------•----•---------------------...----••---------------=----------..._..-•-•-...-••••••-
.....................-1-•--•--••--•••-•---••-••-•-------------••-•••--•----••-------------------------•--------------------------•----------------------------------------------------------------___---
Date
Peit No..................................................=..... Issued.......................................................
Date
TH.E• COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
........OF............J;�3 ..................................................
!!'' tntifirttfr of Tontsifitaurr
THIS IS rO C R IF�e�,Wg'atjhe ,Individual Sewage Disposal System construct f ( or Repaired ( )
. ..
by ......'�^ ..... .....•----•----- '---- --------------------------- .- .-c -
Installer
has een installed in accordance ith the p ovisions of T :� 5 of Tlie State Sanitary Co as described in the
application for Disposal Works Construction Permit No._ _ _____I__ ............... dated_7'-.............fc- _---_._-___________
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE.
SYSTEM WILL FUNCTION SATISFACTORY.
DATE...........6 .. 7_�....................................•------.._... Inspector.-•---__1: •-----•-•----------.........................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
t .... --... .........OF.......... .. ...... �_.-��"�A_,'j_-•----.._..._._-•----------•----._.._......_..
N �+ �. FEE..... ..............
Disposal irk �� �rf' ' rrmif
.. --�
Permission 's h 'eby granted._.:.---- ............................................_..___.... _..
to Constr ct ( or pair ( ) an In ivi 11
al Se age Dis os Syst
at No.' _ "' �ra� '� ` d�d!' "�.-d! .--- .__.. ...
- ---- • ---- - •• - --•-- • -- -
Street
as shown on the application for Disposal orks Construction Permit o.__._ -/__ ___ Dated.__ _ ------_---
Board of Health
I)ATE................................................................................
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS
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m — +� SCALE: 0 APPROVED BY: ., DRAWN BY
t
DATE:
REVISED
lomal
DRAWING NUMBER
GENERAL NOTES
�V N
1.DIMENSIONS:
A.DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. SHEET INDEX PROJECT INFORMATION,
t B.DIMENSIONS SHOWN ARE NOMINAL FOR MANUFACTORED OR BUILT-IN ELEMENTS.PROVIDE CONSTRUCTION ID v
TOLERANCES AS REQUIRED. Name BAGLINO OWNERS: MIKE AND MICHELLE . '
Cover LOCATION ADDRESS: s
Al Sheet,General Notes,Slte Plan
._3D„w�[cno C.DIMENSIONS FOR MASONRY ARE NOMINAL UNLESS OTHERWISE NOTED. 117 INWOOD LANE,' 34 IRVING STREET 1 I
D.OVERALL JOINT WORK IS TO CENTERLINE OF JOINT UNLESS OTHERWISE INDICATED. A2 Basement Plan CENTERVILLE MA,02632 SOMERVILLE,MA 02144 `
E.DIMENSIONS ARE AFF(ABOVE FINISH FLOOR)UNLESS OTHERWISE NOTED. A3 First floor Plan S
t / (XXX)XXX XXXX Phone-;
' 2.WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS TRADES,CONSULT THE ARCHITECT A4 Dormer Plan mike.baghno@gmad com ZONING DISTRICT: RD-1
BEFORE
K.
3.ALL STRUCTURAL PROCEEDING WITH
SHALL FIREPROOFED PER FIRE RESISTIVE REQUIRMENTS OF THE BUILDING CODE AND A7 Eastr&South MARY-ANN AGRESTI AIA"C WARD: X X d� V C
AS Roof Plan/Schedules r a
ax r / A6 D &Window Elevatlons ARCHITECT: THE DESIGN INITIATIVE INC: n
Contact) ZONING SETBACKS
68 CENTER STREET!/SUITE 22 FRONT 30'-0" 1, W
t.I THE RESISTIVE REQUIREMENTS OF THE BUILDING CODE AND THE SPECIFICATIONS. A8 North&West1 N
HYANNIS MA 02601 q_i REAR 10 0"' > N
A9 Reflected Ceiling Plan (508)790 1665 PRdne SIDE 10-0"' - c`
4.EXISTING WALLS TO REMAIN SHOULD BE PATCHED SEAMLESSLY WITH PLASTER AND PAINTED AS SPECIFIED. ) - Q ,a
N`I ASA Electrical Plan (508 790 1664 Fax
gni.com YL" - z
S.PAINT:ALL NEW AND EXISTING WALLS TO REMAIN TO RELIEVE A PRIME COAT AND TWO FINISH COATS OF PAINT, A10 Sections magresti@thedesl �rO F-
rrMk yixin fi4- s i, Alt Interior Elevations o
STRUCTURAL NEEDS UPDATE I_
6.FLOORS:ALL EXISTING TO REMAIN. q12 Interior Elevations - t'
'. aS ENGINEER: HELENE A.WOODVINE(Contact) r ,/
A13 Interor Elevations 634 COMMONWEALTH AVENUE Z .,
7.ELECTRICAL:ALL EXT'G ELECTRICAL,CABLE&DATA TO BE BROUGHT UP TO CODE THROUGHOUT THE HOUSE.a xt A74 Furniture NEV
t7TON CENTRE,:MA 02459 -
8.MECHANICAL:PROVIDE NEW MECHANICAL PER CONTRACT/SPECIFICATION TO ADDITION ASSUMED NEW S1 Foundation&First Floor Framing (617)244 1612 Phone,'.
DUCTWORK THROUGHOUT ENTIRE HOME.NEW HEATING,AIR CONDITIONING AND HOT WATER SYSTEMS TO BE S2 First Floor Structural (617)244 1732 Fsz r 10 p -t
(; t INSTALLED TO MEET CODE. helene@siegelais6�iates.com m -
'i
9.PLUMBING:EXT'G PLUMBING TO BE DEMOO AND INSTALLED AS NEW AS INDICATED IN PLANS.RELOCATION OF GENERAL RICK ROY CONSTRUCTION:LLC
EXISTING PLUMBING AND WASTE LINES AS REQUIRED BY SCOPE OF PROJECT. CONTRACTOR: 123A QUEEN ANNE,ROAD.. I
t
HARWICH MA 02695 I 4
I t. 9 _ f I ! _ 10. CONTRACTOR TO SUPPLY NEW ALUMINUM GUTTERS WITH LEAF GUARD THROUGHOUT (508)432 6846 Phone °1
rit (508)432 4814 Fak 1
11. CONTRACTOR TO SUPPLY PLYWOOD PANELS AND HARDWARE KITS TO COVER ALL WINDOWS.PLYWOOD MUST email
? s )If I e.F ;y. MEET THE REQUIREMENTS OF THE AND BE NUMBERED TO COORDINATE WITH WINDOWS.
e 12.TRIM:CONTRACTOR TO SUPPLY ADDITION WITH KOMA TRIM/ PLUGS.EXISTING TRIM TO BE REPAINTED.
13.EXISTINGS SHUTTERS TO BE REPLACED WITH NEW VINYL SHUTTERS TO MATCH SHUTTERS ON ADDITION.
14.CONTRACTOR TO PROVIDE SUPPORT FOR WINDOW BOXES AS NOTED.
xat
1 S.CONTRACTOR TO PROVIDE SCREEN DOORS FOR ALL EXTERIOR DOORS.
�p
a
1, -}- KEY
{ I {
DEMO WALL
Locus P,,fan, ' it it
1 EXISTING WALLS
NEW WALLS
f iIF a - 181.63 1y1�
I tl i{ I• — D { `$ it - /FR M
-/ "_�v o�earercw" y II lly y Y// r .c
iJ
Project Name:
i 0I ,�. 1 I RR sere.cR ;r
- a Baglino Residence
! iye 51' I BATH u i j;
4" a 1
I r .1 117Inwood Lane
r I KITCHEN ` a Centervile,MA
j t +
.F LIVING ROOM m _ 02632
i - ;�EXIS*~'_TW HOUSEI
'I b K A qt.A xE r-IffD
CLS CLOSET CLS a {{f
Drawing e,
'ng Title:
I
I CLS i +L------------- ne.R sera.crt- ___
Cover Sheet,Genera
88.aa
Notes,Site Plan
I '.BEDROOM 7 DN
Scale:
N I NEW , Varies
♦ —NEW__- KIYOAEN n
♦ Ir ♦ � DECK— & m
Drawnby; CE/MC
BATH CLS e _ Checked by:MAA
I
Date: 7/19/12
I
BEDROOM 2 a + ' REVISIONS
SHOWER BEDROOM
o I t
KEYNOTES: FCLS
{-
c �
1.REMOVE BASE CABINETS.RELOCATE TO DECK i BASEMENT.REMOVE FIXTURES/EQUIPMENT, -
HOLD FOR RECYCLING ��+
2.DEMO DOOR;FRAME,AND THRESHOLD -
i
3.REMOVE WINDOW AND REPLACE WITH - I
NEW ._
4.DEMO WALL FOR NEW CASED OPENING;
REFER TO A3_FOR.SIZE AND LOCATION OF
I -
OPENING
S.DEMO DECK,FOOTINGS - 1 ----J
I r— REM6ETBR __
6.DEMO WINDOWS AND FRAME
L------------ -- 9
7.RELOCATE EXISTING WINDOW,REFER TO I Oo.00W
A3 ... 'V
B.REMOVE SIDING AND TRIM AT NEW
INTERIOR REFER TOA3;EXISTING WALL TO First FIOOr Demolition Plan - `.•�� Site Plan A 1
REMAIN. ��
SCALE:1/4- 1ru, " SCALE:1/16"=
9.DEMO FRAME AND THRESHOLD.REMOVE
AND REUSE DOOR AS D03 IF POSSIBLE,
REFER TOA3 -
s.a
w
i
i II z
I li ; N
I I I II a
EXISTING CRAWL SPACE I z n
Stepped Foundation
I N c in
• W V � a0
W
I NEW CRAWL SPACE i 41+l-
' _ A10
r-
I II
II
Stepped Foundation i I �[;i UTILITIES
t I I I I
T KEY
DEMO WALL
on EXISTING WALLS
NEW WALLS
I
A10
,',J ik-i I � jit
l a x3B x,2 I Project Name:
l F.ft I
j1; _-------- Baglino Residence
— — — — — — — — - — — — Lu ;II
.• \` ` 117 Inwood Lane
` I11 Centervile,MA
02632
r �rxarxir :_I -
I `°°"° Drawing Title:
2
1� AIO
:I
Basement Plan
I � I INI lid
UP Scale:
Varies
Drawn by: CE I MC
-- -—-—-—-—-—-—-—-—-—- -'1--------- I � I —'_'� Checked by:MAA
,
Date: 7/1 e/12
I I I
REVISIONS
rj I
Jill
i i Iil I ,
I 1a;;1 1Ia31
I I I tl
TI
—1 -—-—-—-—-—-—-— — I— � L ---
A2
�, Basement NEW
scue:va = r-o BULKHEAD
I �DLL� I I I
G KEYNOTES: s
1.INTENT OF DESIGN IS TO MAXIMIZE
SETBACKS AT THESE POINTS-CONSULT WITH N
ARCHITECTAFTER SURVEY
Ii
BATH 'J 2.PROVIDE ROD.AND SHELF/PTD
ETR. III 3.PROVIDE FOR PLUMBING AND ELECTRICAL V
} - FOR FRIDGE IN FLOOR DUE TO LOCATION OF 2
POCKET DOOR
STUDY LIVING ROOM -
ETR ;( 4.PROVIDE NEW FLOORTO UNDER REMOVED w N
CLS CLOSET CLS ELEV 99g6 BASE CABINETS T.M.E.ETR. ETR. I D6 t 5.SLATE THRESHOLD T.M.E.SLATE,FLUSH W/ Q
: CLS I nt cI I FINISHED FLOOR
I 6.PLUMBING PROVIDED FOR OUTDOOR z x
=-7 SHOWER(SHOWER N.I.C.) ? i✓
BEDROOM 1 ELEVATION (r1 ON I I c7 J a
I ETR. 100.00 ASL vvvv MATERIAL KEY
w
I I 5 1>' M-1 GWB/PTD
--(�F�.) M-2 WOOD FLOORING MU a
—_—_—_ C — _ _—___ ___ --_— —_— —_—_—_— _—_—_—_—_— - _e U M-3 BEADBOARD T.M.E. w
F fi i +- M4 PAINT = o
BATH CLS �..a% ENTRY 1 I _ .'M.6 CABINET BASE-PTD
ETR.
1 D07 N01 D ENOTRY f M-6 WOOD SHELF
jl y M•7 SHIPLAP BOARD
a 1V 02 eLev 9a.er A+o - M.8 TEMPERED GLASS
M-9 GLASS
t SHOWER ( BEDROOM 2 R - --- M•10 BULLETIN BOARD
ETR. BEDROOM 3 M-11 KITCHEN BEAM
ETR. DO Ma «I - ` M-12 STONE FLOORING TO
ETR. I 02 BE SELECTED
I I M-13 GLASS TILE
�' M-14 BATH TILE
CLS II
.'1 REUSE — --- --`— I I _
MuueD ' -- - - KEY
00 -r
DEMO WALL
„I eLev99g9 00 }I o EXISTING WALLS
`P MULLED =� I KITCHEN r I -- ,I-i, I ® NEW WALLS
TEMPERED I WOOD FLOORING I 2 1'
a MULLED9 .
yJ
.. ELEV 99.19 S 1—I i A10 �,. •I
3 I
Project Name:
—_— O —_—-—_ — Baglino Residence
D04
NDr91D "�
DECK O D 5 ON P NTRY P°°I e 117Inwood Lane
ooD D91DAER
Centervile,MA
02632
HALL
I (
wooD STAIR,
L 05 w WOOD SHOWER I ..
,G a TREADS nLE p : AZ9 1. Drawing Title:
N MULLED ► 4
°� °
c First Floor Plan
BATH
TILE Al2° 7 I 02 .SCaI@.
'LINEN a Varies
DDe WOOD
D00
f^ Drawn by: CE/MC
- ----- -I---- --- ------ --- :"---1 D I Checked by:MAA
z
a Date; 7/19/12
�
WALK-INCL., IRI
FLOOR A19 +'r� !
® REVISIONS
4
i
MASTER BEDROOM
WOOD FLOORING C
I I I
I I � 4e2 I
Al2
---- -_----- 9 - - - -
i A3
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I I I I
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N
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'j---------- a '�
-� KEY
r
DEMO WALL
EXISTING WALLS
® NEW WALLS
I Q I
I I Ij
II 3 i r I Project Name:
—---------------- ---------- Baglino Residence
I
117 Inwood Lane
Centervile,MA
02632
I }
u j Drawing Title:
A10
0
• j Dormer Plan
O Scale:
I Varies
i
Drawn by: CE/MC
-
--—-—-—-—-—-—- 6 - I -—-—-—-—- - Checked by:MAA
I I II
- Date: 7/19/12
• I I II
REVISIONS
I I I I II
I I I I iI
O AIO
I I I I II
I I I II
I I I I II
I I I I II •
i I I jl
A4
DORMER PLAN
• � `� SCALE:1/4" 1'-e' ,
. 4.2 6 6 1.1 16
I ,
iI v
DOOR SCHEDULE
PANEL SIZE HARDWARE ' v
ID# Type Manufacturer Model# Finish 7
WIDTH HEIGHT yP Location NOTES
Lockset `
D01 3' 6'-8", A Therma-Tru PTD 1 Keyed Kitchen Entry \ I I I I
l_ D02 3'. 8'-8" Simpson PTD 2 Dumb Kitchen Closet I I I I I E
D03 5'-4" 6'-7 1/2" Andersen 400 PTD 1 Keyed Kitchen to Deck \ ;
i.
D04 3'-8" 6-9 1/2" D Simpson PTD 2 Dumb Pantry Pocket Door \ I I I T
D05 2'-6 6'-8" E Simpson PTD 3 Passage Basement Access �+
II > N
D06 2'4"' 6'-81, E Simpson PTD 4 Privacy Master entry \ 9
D07 3' 6=8"` F Andersen 400 PTD 1 Keyed Master to Deck \ I —I — — — — — — ---
D08 2'-5' 6..811, Simpson PTD 2 Dumb Walk In Slider I I ~ ?
D09 2'-9" 6'-8" G Simpson PTD 4 Privacy Bathroom Slider IGlass \ z
D11 2'-6 6'8" E Simpson PTD 3 Passage Utilities Access I I I I I z u c
Q T-67 6,.8,,. EXISTING I I I II I r
V\ I III — — —
A W
5" F V7
WINDOW SCHEDULE \ I I I I f F
ROUGH OPENING \ I I I I `'PRorecr
ID# OTY TYPE Manufacturer Model# NOTES LIMIT,
WIDTH. HEIGHT
W01 1. 3 1/2",T 2'-1/2" 400Awning Andersen A31 Kitchen Door Fixed \ K
W02 10` '2'-2" 4'-5" 400 Double Hung Andersen TW2042 Kitchen/Pantry/M.Bath/Bdrm 3
W03 3, 2-5" 3'-5 1/2" 400 Casement Andersen CW135 Master Bedroom
W04 4 2 A 5'-1" 400 Double Hung Andersen TW28410 Master Bedroom —-—-—-— — +'—-i_ —I-— — — —'— — — --—-— B
W05 5; .3': 4'-7" 400 Double Hung Andersen TW21052 Hallway/Dining Area I I' KEY
W06 2. 1-10" 4'-5" 400 Double Hung Andersen TW1842 New Library I I I I I V c=_—_� DEMO WALL
W07 4:; 3-1/2":` 2'-1/2" 400Awning Andersen A31 V East Dormers,Motorized Venting EXISTING WALLS
W08 1 2 5" " 2'-5" 400 Round Andersen CIR24 Master Bedroom Gable a ® NEW WALLS
W09 3 3 5 1/2"'. 2'-1/2" 400 Awning Andersen A351 V Dining Area Dormer,Motorized Venting
W10 1;`: 2' 4'4" 400 Double Hung Anderson To Replace Existing
L:
i b II
I Project Name:
I I I I
— — — — Baglino Residence
- - - - - - I- - -i - - - - - - - - IrtI �.
117 Inwood Lane
ti ( Centervile,MA
02632
Drawing Title:
jRoof Plan/Schedules
l . Scale:
Varies
I I I
Drawnhy: CE/MC
-+- ---- -------- - - --I ------- -� D 1 Checked by:MAA
— — ------- — ------ -
Date: 7/19/12
REVISIONS
I I I I � I , LI• I
• I I I I I II (
PROJECT .
LIMIT
I I I I I C I
-—-—-—-—-—-—-- -—-I— — —I II - -—-—-— —
BULKHEAD
- � - - - - - - � '� A5
1 Roof Plan l
scALe:
WINDOW SCHEDULE with ELEVATIONS DOOR ELEVATIONS
ROUGH OPENING PANEL SIZE HARDWARE
ID# QTY TYPE Manufacturer Model# NOTES Elevation ID# Type Manufacturer Model# Finish Location Door Elevation r
` WIDTH HEIGHT WIDTH HEIGHT Type Lockset s
1
\+ .
WOt 1 3'-1/2" 2'-1/2" 400Awning Andersen A31 Kitchen Door Fixed D01 3' 6'-8" A Therma-Tru PTD 1 Keyed, Kitchen Entry N s
IW s
Q
H 7
F 002 3' 6'-8" Simpson PTD 2 Dumb Kitchen Closet x
W02 '10 2'-2" 4'-5" 400 Double Hung Andersen TW2042 Kitchen/Pantry/M.Bath/Bdrm 3 ® Z
r � u
Z J o
W .pp h
A fr-4•-� .� �y cG
TIII � �C O In
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003 5'-4" 6-7 1/2" Andersen 400 PTD 1 Keyed Kitchen to Deck
WO 3 2'-5" 3'-5 1/2" 400 Casement Andersen CW 135 Master Bedroom
S I
1
® D04 3'-8" 6-9 1/2" D Simpson PTD 2 F Dumb Pantry Pocket Door c
W04' 4 2'-10" 5'-1" 400 Double Hung Andersen TW28410 Master Bedroom ' a
d
. z KEY
DEMO WALL
EXISTING WALLS
( D05 2'-6" 6'-8" E Simpson PTD 3 Passage BasementAccess ® NEW WALLS
W05 '6 . 3' 4'-7" 400 Double Hung Andersen TW21052 Hallway/Dining Area ❑
Project Name:
D06 2'-6" 6'-8" E Simpson PTD 4 Privacy Master entry Baglino Residence
W06 2 1'-10" 4'-5" 400 Double Hung Andersen TW1842 New Library ' ❑ 117 Inwood Lane
i .
Centervile,MA
02632
Drawing Title:
D07 3' 6'-8" F Andersen 400 PTD 1',- Keyed Master to Deck
p Door&Window Elevations
• W07 4 3'-1/2" 2'-1/2" 400Awning Andersen A31 V East Dormers,Motorized Venting
11 Scale:
Varies
Drawn by: CE/MC
D08 2'-5" 6'-8" Simpson PTD 2' Dumb Walk In Slider EP Checked by:MAA
W08 1, 2'-5" 2'-5" 400 Round Andersen CIR24 Master Bedroom Gable O Date: 7/19/12
,,-,o„�.- REVISIONS
a3
D09 2'-9" 6'-8" G Simpson PTD 4, Privacy., Bathroom Slider b
W09 3 3'-5 1/2" 2'-1/2" 400Awning Andersen A351 V Dining Area Dormer,Motorized V... IF'I"t--lll ❑ l
D11 2'-6 6'-8" E Simpson PTD .3 Passage Utilities Access a
1
oI
' Q 11_6„ 6,_8„ A 6
21
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118.46'ASL IY 118.47 ASL
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Exlstln First Floor ______________ ____ �.:
99.46'ASL-FIRST FLOOR
1�
South Elevation
" '
KEY
c_c_c=o DEMO WALL
o EXISTING WALLS
1
® NEW WALLS
1t
a II
p
Project Name:
Baglino Residence
117 Inwood Lane
}" Centervile,MA
i 02632
Drawing Title:
East&South
Scale:
Varies
D B A —-
Drawn by: CE I MC
718.47 ASL - Chocked by:MAA
NEW—-—- —EXISTING u tz iz
117.79 ASL
�
TO MnrcN 12 tz tz Date: 7/19/12
E%TG.
ASSUMED ANGLE REVISIONS
o [Iwo; 0o a 1a a
WINDOW BOXE9 TM.E. W NDOW
90z TN.B. ❑ EXrG WINDOW BOX TO BE REP CED
99.46ASL
n East Elevation A7
SCALE:1/4" = 1'-0" '
r �
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7
V
( n
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E-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- EXISTING-—-—-—- ----------------------�.. Z
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99.46'Sea Level ___________________ ______ _______________ :100.00'(Sea Level) ,
y
n North Elevation KEY
`J scnLE:va• r-o" ,r) - ______' DEMO WALL
1
i o EXISTING WALLS
- ® NEW WALLS
Project Name:
Bagllno Residence
117 Inwood La
1 1 C ntervile,MAne
02632
4r A B C D TE
117.79' Sea Level 118AT(Sea Level) Drawing Title:
EXISTING—-—- -—--NEW
NEW ,•`'
iNorth&West
- = z Scale:
,z
Varies
® i Drawnby: CE/MC
Checked by:MAA
Date: 7/19/12
I
®® �®� REVISIONS
100.00 Sea Leval ___________ ________ _—————__ _____ ——__——
99.46'Sea Level
West Elevation
A8
k
MULLED
d t
v
BATH s
STUDY
j > N
H•
CLS CLOSET CLS a a
LS --I
Z
3 _ Z V s
a BEDROOM 1 DN t7 a
W J `ea a
a
� CLS ----------
BATH5 W
= O
CLS ~
ENTRY
CLG.HEIGHT.9'-3"AFF. ! ;�¢>
{ r
SHOWER BEDROOM2 BEDROOM3
CLS I
CLS
REUSE
KEY
?.` �;:,: ' ❑-____' DEMO WALL
io. o EXISTING WALLSi
KITCHEN ® NEW WALLS
SLOPED CEILING
LL.
N
!' /
Project Name:
Baglino Residence
,1 117 Inwood Lane
PANTCenterville,MA
d
CLG.HEIGHT BE AFF: 02632
I
HALL Drawing Title:
CLG.HEIGHt
7-10"AFF I
s BATH Reflected CeilingPlan
I SLOPED CEILING
i I
Scale:
Varies
.. LINEN
CLG.HEIGHT: Drawnb CE/MC
, 8��,:AFF. - y:
Checked by:MAA
n
Date: 7/19/12
WALK-IN CL.
CLG.HEIGHT a-1:'AFF.` REVISIONS
MASTER BEDROOM
CLG.HEIGHT.10'-0"AFF. -
RCP 1'l J
• ;rp
p
F
r:
f a`n MULLED
i C
L
I KEYNOTES: m
1.ALL CEILINGS ARE M-1 EXCEPT WHERE
e ❑ ❑ � - NOTED
BATH .I 2.SWITCH LOCATED ATTOP OF STAIR.SEE 1ST z
FLOOR RCP FOR LOCATION. �
r , STUDY - 3.SWITCH CLOSET LIGHTAT DOOR JAMB W N
TOGGLE N
SWITCH.MOUNT LIGHT ABOVE DOOR HEADER F
CLS CLOSET CLS 4.GARBAGE DISPOSAL SWITCH R a
t-
LS 5.SWITCH LOWER OUTLET ONLY FOR LAMPS AT ? x
I 'DUPLEX OUTLET Z
E --� z n o
Stepped Foundation W G
BEDROOM 1 DN 5 a
c n
LIGHTING KEY
CLS a
Li Pendant S o
t BATH tt C.L. C.L. L2 Recessed Downlight
NEW CRAWL SPACE Q•+/- CLS 1 L2A Recessed Downlight,Sloped Clg.
y*�( L3 Pendant
ENTRY °'L' T!7CaL7
(- once Indoor
- L5 Scoonce Outdoor
_-_ --- --_ 'i I L6 Direction Ceiling Fixture
1 t BEDROOM 2 L t - L7 Recessed Downlight Exterior
SHOWER BEDROOM 3 / cL. L8 Portrait Light
L9 Under Cabinet Light
'• /® {'.` I L10 Bathroom Vanity Light
N" .` / / Lit Combination Light/Fen
ldatlon UTILITIES L12 Close[24"Wrap Fluorescent
CLS aL / / I L14 Gallons Fan
L a _ �I I e L74 Fluorescent Fixture 1'x 4'
REUSE c.L �, ow.I�I..a
/ T
I a•'.I,.. '.,; , I I I 1 �' t •I--}� i Esau l° )• i;:
w ��.I Il I soml-k�l I ca ml a,.nakm KEY
4 +/ ••' / cx� I �\l �,� wmo*sp- DEMO WALL
J U,t-diBi EXISTING WALLS
-.C. Dn�v qi KITCHEN I con DZ- as o
In f - -- -- \ I ,. It caanaa l a y
® NEW WALLS
t 1.:• I _.1n__S WINDOWeg cLLtrm I1 �'i t1
C.L.
4 1
Project Name:
\
L� L i �— Baglino Residence
y \ a\\ z PANTRY 117 Inwood Lane
Centervile,MA
02632
I
I
DrawingTitle:
ua I 1 wwD�owt° BATH 1 °1 La
Electrical Plan
I 1 UP �� / I / / ® Scale:
Varies
/ - Notes:
s I Drawn by: CE/MC
M.i Al switches are LUTRON DIMA dimmer and switch \ 0 ° Checked by:MAA
• I s / Date: 7/19/12
i For all closets: y o� WALK-IN CL. #
I / -switch on door jams
1 r-
111 %i i -Fluorescent fixture above door,Lxx typ � ;l'(A`3 �Lz\ �L2° REVISIONS
All switched plugs: ❑
t j only switch top \\\\
Provide Exterior flood lights at: 15 s
jII -Yaro ----- -- '
-driveway
.4.' .. .
Lta LU 1.
j MASTER BEDROOM
ii I IntemeVOable/Wireless infrastructure throughout
consult with owner c.L
r.•
\ I .
c.L
I
L ___________________ J r- 'r Ie•
. a.J
Basment RCP Electrical Plan AAA
SCALE:14- = t'A' NEW t SCALE:114" - 1•-0" -
BULKHEAD
ry'6'
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EXISTING WALLS
LJ
if:' ® NEW WALLS
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Project Name:
Baglino Residence
s Section 3 n Section 2 n .Section 1
.O.E:li = r o" s.,E:,Ta = ,-o scALE:1 a = ,'-0 117 Inwood Lane
Centervile,MA
tt ' 02632
k
Drawing Title:
Sections
1.1 1
Scale:
Varies
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Checked by:MAA
i
Date: 7/19/12
+1
REVISIONS
y.,
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: ?
n �n
n Detail @Bulkhead n Detail @Existing Foundation n Typical Foundation Wall n Typical Wall Section Detail-Deck Step n Detail-Deck Bench Section 4 A 1 0
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LEM
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Project Name:
xl
9TPe� Baglino Residence
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M
0 0 0 0 1a 117 Inwood Lane
M-, Centervile,MA
02632
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Drawing Title:
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Interior Elevations
Scale:
M-� Vanes
OPEN TO
OPEN TO HALL BEYOND D}6Wfl by: CE/MC
PANTRY M,
n Pantry South O BEYOND Chocked by:MAA
V OwA IUTENB Le
Date: 7/19/12
REVISIONS
M-7
11/2",15i� 3-2' 2 9" 1'�'+
n Kitchen South n Kitchen West
SCALE:1/2' 1'A" - -
MATERIAL KEY
M-1 GWB/PTO
M-2 WOOD FLOORING
M-3 BEADBOARD T.M.E.
MS lair.n� Re M-4 PAINT
SAcx 3 ELFE BASE-PTD
M�.WOOD
M-T P BOARD
TEMPERED
M-B TEMPERER ED GLASS
M-9 GLASS
M-10 BULLETIN BOARD
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'�Z* 'F � 'r—'i—'rr' M-12 STONE FLOORING TO
Entr Cabinet South Kitchen Island North Kitchen Island East Kitchen Island South Kitchen Island West GLASS TILE���� M-13'BE SELECTED TILE
SCALE:1/2" SCALE:1/2" 1'-0" 9 SCALE:1/2' = 1'-0" $ -SCALE.1 2' 1'-0" 7 SCALE:1/2" = 1'-0" M714 BATH TILE
CEILING
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SHELF EXISTING WALLS
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Iz� NEW WALLS
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Project Name:
lino Residence
t7AFF. . iT AFF
Bag-
117Inwood Lane
Hall:East Centervile,MA n Master Bed West n Master Bed South 02632
SCALE:1/2" 1'
Drawing Title:
Interior Elevations
M-3 M-3
M-3 Scale:
III Varies
Drawn by: CE/MC
1%4 MOULDING-� M1 M-1 1X4 MOULDING Checked by:MAA
SOFFIT SOFFIT
M-1 M.1
M.1 Date: 7/19/12
M 1�
REVISIONS
M 1 ALLIGN TOP OF GLASS M 11 Cl M 1
WITH TOP OF WINDOW PANE EQ. EQ.-4 EARN DOOR
HARDWARE
C.L. C.L. L4
-C,L. C.L.
M-14 -
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M-13 BEYOND
M-1 GWB/PTD
M-2 WOOD FLOORING
HAND TOWELI M-4 PAADBOARD T.M.E.
b Y M-3 M-5 CABINET BASE-PTD
7P.DISPENSER M-6 WOOD SHELF
' O a 7YP.IFOR ROOM M-8 TEMPERED GLASS
M-9 GLASS
i -� - M-10 BULLETIN BOARD
M-11 KITCHEN BEAM
M-12 STONE FLOORING TO A 12
n Master Bath North Master Bath South n Master Bath East �1 Master Bath West BE SELECTED
��J SCALE:1/2" = 1'-U' M-13 GLASS TILE
SCALE:1/2" = 1'A" v SCALE:111 = 1'•0" �l J scALE:1/2" = 1'-0" - M-13 BATH TILE
i _ 42
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6 •SCALE:1/2' _ 1'-0" SCALE:1/2' = i'-0' Y SCALE:1/2" = 1'-0' 3 SCALE:1/2' = ' L SCALE:1YL• = 1'-0' I SCALE:112 1.0+.�
1 L2
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' P
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j�SHELF
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r f 1 Project Name:
8 Section-Master Cabinet ��LKitchen Bench L9 M_10 Baglino Residence
SCALE:1" = i'-0"
1 117 Inwood Lane
I Centervile,MA
a/a; 02632
FULLSLAB
n DOORFRONTTYP.
Z � Drawing Title:
is 3/4"
Interior Elevations
SQUARE EDGE _
SHAKER DOOR TYP. M C Scale:
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REVISIONS
n Typical Door Casing n Detail Section Base Molding n Typical Window Casing ,�LTyp. Cabinet Door n Section-Typ. Kitchen Cabinet Section-Hallway Desk
IY SCALE:1/2" = i'-0' I� SCALE:11/2'= 1'-0"
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MATERIAL KEY
M-1 GWB/PTD
.M-2 WOOD FLOORING
M-3 BEADBOARD T.M.E.
.. M-4 PAINT
MS CABINET BASE-PTD
' M-6 WOOD SHELF
M-7 SHIPLAP BOARD
M-B TEMPERED GLASS
" M-9 GLASS
M-10 BULLETIN BOARD
M-11 KITCHEN BEAM
M-12 STONE FLOORING TO A 13
' - BE SELECTED
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M-14 BATH TILE
a � i
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EXISTING WALLS
r i
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I i
Project Name:
Baglino Residence
117Inwood Lane
Centervile,MA
02632
Drawing Title:
I
I - _ Furniture
I
I
Scale:
Varies
Drawn by: CE I MC
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Date: 7/19/12
REVISIONS
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SCALE:
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GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (coven) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE:
L ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE:
F I
MASSACHUSETTS STATE BUILDING CODE FOR ON AND TWO-FAMILY --- "' - �
DWELLINGS,EIGHTH EDITION(780 CMR),AND ALL AMENDMENTS,WHICH L ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE.AT THE tt FOUNDATION HOLDDOWNS: '
IS BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE. ROOF WITH 1 TSP CONNECTOR AT 32"O.C.PROVIDE. 9)-I Od x I}NAILS Viz"PLYWOOD-(EDGES BLOCKED) — ,
O ( 18d COMMON OR GALVANIZED BOXNAILS 6-O.C.EDGES AND
2.TFIE WIND DESIGN CRITERIA FOR I][IS BUY LDIN G IS IN ACCORDANCE TO THESTUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE 12"O.C.FIELD. { O HDU5-SDS2.5 W/SSTB24',"DIAMETER ANCHOR BOLT W/CNW} f. '
� CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE NOT -. 5 COUPLER NUT BETWEEN SSTB24 AND}"THREADED ROD INTO rT�l O
WITH AMER]CAN FOREST AND PAPERASSOCIA7'TON(AF&PA),"WOOD REQU RED LA USING H2A CONNECTOR PER NOTE'2%-ROOF FRAMING+ - HOI..I�WN.POSITION SSTB24 W/ANCHORMATE TO W.
PRAMS CONSTRUCTION MANUAL FOR ONE-AND'CWO-I+AMILY CONNECTIONS". 1%z"PLYWOOD-(EDGES BLOCKED) FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT rw�
DWELLINGS(WFCM),AND THE"MINUMUM DESIGN I_OADS FOR BUILDINGS. - - 8d COMMON OR GALVANIZED BOX NAILS(a)3"O.C.EDGES AND PLACEMENT.
AND OTHER STRUCTURES(ASCE7-02).THE BASIC WIND SPEED FOR THE 2.Al-1•ACH FIRST FLOOR STTJU T'O RIM BOARD WITH(1)CS 16 STRAP AT 32,' 12zi� "O.C.FIELD.
DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE O.C.AND PROVIDE(6)IOd NAILS TO STUD AND(6)1Od NABS TO RIM SA JTHE - .
CAT'EGORY'C. . . BOARD.ATTACH RIM BOARD TO FOUNDATION SQ_i.PLATE WITH(1) I-IDUS-SDS2.5 W/ DIAMETER THREADED ROD THROUGH DSP - O c"
CONNECTOR PER 32"O.C. PARALLAM BEAM BELOW WITH A 3"X3"4"PLATE WASHER
3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL- ALTERNATE STRAP AND}^NUT,
BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING TNSPECTTON(S).'IF - U
THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP At' W
COMPLETED BY"IWE ENGINEER OF RECORD,THE CONTRACTOR SHALL -.32"O.C.AND PROVIDE(6)1 Od NAILS TO STUD AND(6)lOd NAII.S TO RIM
CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN BOARD.WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVER TOP - - STHDI4RJ WITH(38)1 Od NAILS INSTALLED IN ACCORDANCE O O
THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALE''li • .,OF SILL PLATE. FILLALL HOLES IN STRAP ON TOP OF SILL PLATE. NOTE:FOR PLYWOOD SHEARWALL TYPES.1 AND 2 LISTED ABOVE, WI7T1 APA PORTAL REQUIREMENT'S.POSITION WITH.
INSURE THAT ALL STRUCTURAL MEMBERS AND�CONNECTIONS ARE'i i d7 I 8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 ")..GUN STRAPMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR w W
VISIBLE FOR INSPECTION.IF DURING THE INSPECITON,'ANY•PORTION-OF '.3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL,. NAD.S MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED CORRECT PLACEMENT.
THE STRUCTURE IS DEEMED NOT VISIBLE OR'IS INACCESSIBLE FOR•.i'1 ' ,i i -f PROVIDE A CONTINUOUS LOAD PATH FROM.THE ROOF TO THE AS A SUBSTITUTE.
INSPECTION,FINALAPPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE .. FOUNDATION. .
GWEN UNTIL THIS CONDITION IS CORRECTED AT TTJE CONTRACTOR'S: i...., NO. REVISIONASSUE DATE
EXPENSE. -'' ' ' 24"APA PORTAL WALL CONSTRUCTED IN ACCORDANCE WITH APA
CALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE r 'TECI LAICAL TOPIC TT100. INSTALL STROM HOLD DOWN STRAPS AS
INDICATED IN HOLD DOWN SCHEDULE
CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN - -
ACCORDANCE WITH CATALOG C-2011.TI IS THE RESPONSBI;ITY OF THE
CONTRACTOR TO INSTALL ALL CONNECTORSIN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS. -, t"' _ PROJECT ADDRESS-
{ -. 11,71NWO011 LANE .
5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST.FOR EQUAL�:" CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL-2-WC) .i SOLE PLATE CONNECTION SCHEDULE: t CENT'ERVI,LI;MA
INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. y i�I - -
HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE t t 6
�+Ii CONNECTION TO FLOOR RIM BOARD
L=F-0"TO4'-0 (1)LSTA 9 (1)SP4#
ECTI 14'-1" OG' " (2)LSTA 9 * WALL TYPE SOLE PLATE CONNECROOF FRAMING CONN TIONT)RIM BOARD x
1.ATTACH OPPOSING RAFTERS AT THE RQ)GE OVERTHE TOP,OF THE�l3':F .. 41f ) 6'-]"TO 8'-0" (2)LSTA 12 (2)SP4 * I I I II uI k i+.
(3)-16d COMMON NAILS PER 16".
RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16 O.C.STRAP TO BE I r: .._ L-8'-1-TO l0'-0" (2)LSTA 15 (2)SPH6
INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON L=,10'-1"TO 16'-0" (2)ST2122 (2)SPH6*
NAILS TO RAFTERS:(REFER TO DETAIL]RF) `'t' - : (4)-16d COMMON NAILS PER 16'.
x *ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUDIO SOLE 1 I 2
PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR
2.ATTACH THE END OF EACH RAFTER TO TIIII�DOUBLE TOP PLATE OF THE +
EXTERIOR WALL WITH(1)H2.5A CONNECTOR...CONNECTOR TO BE THE JACK STUD TO HEADER ATTACH CONNECTOR WITH HALF OFT { (3)-SIMPSON SDMi12 x 3%")WOOD SCREWS PER 16".
REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAiLS ,
APPLIED DIRECTLY 7'O 2X TOP PLATES ON OUTSIDE FACE OF WALL. .y !,,I
ALTERNATE:USE(1)H2A FROM EVERY RAPTER TO WALL STUD BELOW. TO,THE SECOND FLOOR RTMBOARD OR FOUNDATION RIMBOARD .
TSP CONNECTOR PER NOTEI','WALL FRAMING;UPLIFT CONNECTIONS": CONNECTOR TO BE API'ACNFI)UIRECTTYT02X FRAMING AND I ii CONNECTION TO CONCRETE FOUNDATION
IS NOT REQUIRED WHEN USING(1)H2AAT EVERY.-RAFTER (� - RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS
ATTACHED DRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB '
2 •' SILL PLATE CONNECTION TO CONCRETE(., -
3.BLOCKING TO�BE PROVIDED ABOVE THE DOUBLE:TOP PLATE OF THE; t .NOTE_
EXTERIOR WALLAT THE ROOF WITH ROOF SHEATHING NAILED TO THE "DIAL ANCHOR BOLTS AT 32'O.C. {''
BLOCKING AT 6"O.C.PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE,.' A,:HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNLC IORAI { ��
ADEQUATE VENTILATION AS REQUIRED.BLOCKING TORE ATTACHED` t NOTE:ANCHOR BOI.T'S REFERENCED ABOVE TO BE e"DIAMETER A307 THE TOP BOTTOM of ALL cx1PPLEsTTJDs. M C K E'.N Z;�I E
DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL;W/(1)RBC - STEEL ANCHOR BOLTS WITH 3-.x T4.;"PI:ATE WASHERS WITH 7" -
CONNECTOR .(' + ' B..III'ADEERS4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF,:t MINIMUM EMBEDMENT INTO CONCRETE.:IT ENC�INEtRI�1G
4. ROOF SHEATHING TO BE NAMED 6"ON ENTER AT TIM EDGES AND 6" - j ) ,r. _ CCN SU�TI�ZS
ON CENTER IN THE FIELD. C.PROVIDE.(1)A23 CLIP ON THE TOP.OF ALL HEADERS AT EACH END.OF
HEADER TO THE KING STUD ADJACENT TO THE OPENING. ) ,�1279MI.LSTONE RD.
LEGEND: 1 BREWSTER;MA
D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF I w p s(774)353-2144
1 THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(4}lOd NAILS I:• - !,• e
TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.FOR SHEARWALL CONSTRUCTION:. I SHEARWALL TYPE.
FLOOR FRAMING CONNECTIONS.' FIRST FLOOR HEADERS PROVIDE(1)CS 16FROM EACH RING STUD TO.THE
FIRST FLOOR RIM BOARD. FOR CS 16 STRAP SIZE REFER TO NOTE 4 s 1.ALL SHEARWAI,LS TO HAVE DOUBLE.TOP.PLATES AND DOUBLE 2X r d:
1.PROVIDE 3}"x 1]j"PARALLAMS UNDER ALL FIRST FLOOR.INI'ERJOR. - ABOVE. �' 1: STUDS AT EACH END OF WALL(UNLESS NOTED OTHERWISE) I SHEARWALL GRIDLINE § _
SHEARWALLS WHEN THE SHEARWALL IS PARALLEL TO THE FLOOR JOIST
FRAMING DIRECTION. E.KING STUDIO RIMBOARD CONNECTION SPECIFIED IN NOTED'ABOVE ' Y
2.FACE NAIL DOUBLE TOP PLATES W/Ad NAILS AT 16"O.C.USE(8)-l6d '
IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE, 1;- NAILS AT EACIT SIDE OF LAP SPLICES 1N TOP PLATES. n SHEARWALL HOLDDOWN TYPE
OPENING.
3.NAILING FOR PERFORATED SHF.ARWAI.LS TO BE CONTINUED ABOVE t: v .
F.'SILLS FOR OPENINGS LESS THAN 4'-0"WIDE REQUIRE I A23 CLIPAT, i 4F r "TE •5/e�2
Q () AND BELOW ALL OPENINGS IN SHEARWALL. ss avel Eav'
THE BOTTOM OF THE SILL PLATE T'O TTIE KING STUD AT EACH END OF. SIEARWALL HOLDDOWN
t
THE SILL PLATE. FOR OPENINGS 4'-0"AND LARGER PROVIDE(2)A23 , ¢ 4,ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT
CLIPS AT EACH END OF THE SILL PLATE ON TUE TOP AND BOTTOM'OF �. I. SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR SIIFJARWALL
THE SILL PLATE. SHEARWALT,S AND(2)16d NAILS AT 4'O.C:STAGGERED FOR FJR.ST FLOOR } 3
SHEARWALLS. PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE
i" AND BELOW OPENING WITII NAILING ACCORDING TO
P•
P;t 5.REFER TO HOLDDOWN WN SCHEDULE FOR TIE W WNS Pa'SHEARWALL SPECIFIED SHEARWALL TYPE.
1• SHEET:
S. '+: B#.''12 199 .-•i' END LDA
#OP KING AND JACK STUDS UIRED AI WALL OPENING
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BUILT-UP CORNER STUDS
TRBdA•fER ST(JDS KING STUDS I MODELNO. DIA.__,MIN.EMBED MIN.REBAR LENGTH ' I r MODEL NO. _DI_A. MIN.EMBED. MIN.REBAR LENGTH -
t _
(PER PLAN) (NAIL PER e) SSTBi6 5/8 12 3/ 50" (PER DETAIL.e) SSTR16 5/8 12 V 50"
OPENING I We SSTB20 5/8 16% -- 58" .: ''*. wP SSTB20 5/8 16%" 58"_..._ - i
i -SSTB24. 518 20�" __ 66" i' SSTB24 5/8 20%" 66" {
- CSI6 STRAP SSTB28. 7/8 241 74" 1 I�' o f SSTB28 7/8 247/" - 74" .
(PER GSN) 28% -- — 82" .i r 4. 2R%" -- ..$STB34-. 7/8: •SIt SSTB34 7/8__ 82
HDU HOLDC N---
:SB1x30 1.. 24" —- 96" .� SB1x30 ] 24 96"
HDU HOLDOWN ---— I I
�•NOC6#4 REBAR'1'O�BE CENTERED ON HOEDOWN CS16 STRAP '•'NOTE:#4 REBAR TO BE CENII RLD ON HOEDOWN AND
I I LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL (I ER GSN)
THREADED ROD THREADED ROD ' LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL
PER SIMI'SON MANUFACTIIRER'SSPECIFICATIONS. •PER SIMPSON MANUFACTURER'S SPECIFICATIONS. ,O
LTPS — --
(PER GSN) 45° .a n - - - (PER GSN)
° -V #4 REBAR. - SSTB HOLDOWN ANCHOR
DSP LACE SSTR ARROW "
a -CNW COUPLER� - ° #4 REBAR a (PER�cSN)---- ON TOP OF ANCHOR
SSTB HOLDOWN ANCHOR EDGE DISTANCE _ DIAGONAL IN CORNER
`-3"TO 5" a a #d RFBAR POSITION IN WALL PER 1.75"FOR 2X4 WALL 3"TO 5" -�ff4 BAR- / a \ zv APPLICATION) '
a .' a SIMI'SON MANUFACTIIRER'S 2.75"FOR 2X6 WALL /LLa CN W COIIPLF,R �.
SILL PLATE c -- DSP a SPECIFICATIONS. - SILL PLATE J a ..1 - 11�1
ANCHORBOIN - - (PERGSNj - ANCIIORBOL3' SSTBHOLDOWNANCIIOR
a(PER GSN) _ d ---- — (PER GSN) d -— A `EDGE DISTANCE W r
° MIN.REBAR LENGTH ��a �'
° - 1.75"FOR 2X4 WALL ,
2.75"FOR 2X6 WAIL
a a SSTB HOEDOWN ANCHOR. : - �' - �:�� '
I HOLD DOWN @ PLAN vlEw 2 HOLD DOWN @ PLAN VIEW -5"MIN. O
HD WINDOW OR DOOR OPENING HD EXTERIOR BUILDING CORNER .
BUILT-UP CORNER STUDS MODI I NO. DIA. MCN.EMBED. MIN.REBAR LENGTH i
(PER DE"FAIL. 1 )
SSIB16 5/8 123;�-_ — 50" 2x4 WALL 2x6 WALL
. SSTB20.. 5/8 16%e" 58"
d 6"O.C. 4"O.C. 6x6 DOUG FBt POST 6"O.C. 4"O.C.
SSTB24 5/8 . 20�" - -__- 66" r —
1 SSTB28 7/8 24 74" V .-
SSTB34 7/8 2800/a" 82" ++ ++ + -!- + + �.
IIDU HOEDOWN SBtx30 I 24" "� - ++� ++ + +. + +
° +NOTE#4 REBAR TO BE CENTERED ON HOLDOWNANll IL�
CS16 STRAP I I i, , HOLD DOWN `.HOLD DOWN
s LOCAIBD 3 TO 5 DO;WN FROM TOP OF FOUNDATION WALL + +
.(PER GSN) THREADED ROD {,. ! (PERPLAN)' ++ ++ r. '(PERPLA7�
� k PFR(SIMPSON,MANUFACTUREWS SPECIFICATIONS.
MIN.REBAR +
EXP's �'.- .- #4 REBAR• ..... - IJO.1tEVISIONQSSIJE< UA'f'6
(PER GSN) • PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION'VIEW
NOTES: .. NOTES:
DSP(PER GSN) a }
a 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS I;ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS - z.
3"TO 5" s' OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS.
#4 ARa .• EDGE DISTANCR ° PROJECTADDRESS.r•'
SILL Y1.Af'F. a CNW COUPLER a `1.75"FOR 2X4'WAIL 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WCCH(2)ROWS -,,''2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITI-I(2)ROWS °•
ANCHOR BOLT d -2.75"FOR 2X6'•WALL OF 16d(0 162 x 3.5)NABS AT 4"O.C.STAGGERED FOR 1ST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR 1 ST STORY 117INWOOD LANE i
(PER GSN) SSTBHOEDOWNANCHOR •i":
a „tSSTB HOLDOWNANCHOR SHEARWALLS 4: �.;SIIEARWAILS. CENTERVIL[.E;,.MA
�. (PLACESSTBARROW
3 HOLD DOWN @ ON TOP OF ANCHOR HWF
BUILT UP CORNERna' n1AcoNAL IN coxNER PLANVIEW `iAPPLICATION) ,, k�i � " rran INTERIOR BUILDING CORNER END,OF SHEARWALL ,
�I"
ROOF SHEATHINGSHEATHING '• -
-EDGE NAILING / ,: SHEAR WALL 12M POST
! j ROOF RAFTER (NAIL PER I )
—LSTA STRAP 16 O.C: - + ' PER PLAN wr
(PER GSN
2X BLOCKING BETWEEN F e +
I RAFTERS(NOTCHFOR
ROOF SHEATHING 9 VENTILATION IF REQUIRED -EDGE NAILING
a , REFER TO ARCHITECTURAL I1DU HOEDOWN—
PLANS FOR MORE INFO) , 'a (PER PLAN) - s
(7)-1 OD NAILS
Q EACH END •4' tt"'=
r _—
+ + + + + } + '�O' PARALLAM THREADED ROD
+ + + f i + >:' `DOUBLE 2X TOP PLATF +
_— ROOF RAFTER PER PLAN.(REFER _ / _ (PER.PLAN) —_ 9 M c K-E N�Z I E
SEE ALTERNATE !::^ FA
TQ•ARCHITECTURAL PLANS FOR `� "'
-'RAFTER.DIMENSIONSANDEAVE r.:.' t , ;1 ENGINEERING
ROOF RAFTER PER PLAN DETAILING) H2.5A(INSTALL PRIOR CO s t " CC)NSULTANTS
' BLOCKING AND PLYWOOD
ALTERNATE:ATTACH OPPOSING RAPPERS + SHEATHING)ALTERNATE z t-'' - '� ! -NOTE:DRILL HOLE FOR THREADED ROD ` 1279 Ivf1l.i S'TONF.RD.
BELOW RIDGE BEAM OR RIDGE BOARD DOUBLE 2X TOP PLAC[i _ 2X STUD THROUGH PARALLAM AND ATTACH W/ i
WITH 2 x 4 COLLAR TIE AS SHOWN RIDGE' �" H2A , ? BREA'STER,'MA
STRAPS NOT REQUIRED WHEN USING A n I '•J BEAM r TSP(INSTALL PRIOR TO
I,4 ' A1IJ'T AND 3X3X}"PLATE WASHER
(774)�953 2744
r, ! e. F SHOWN ON P RBC(INSTALL PRIOR
COLLAR TIE. ;•, CAN) WALL SHEATIIINfr O$'ON PLYWOOD SHEATHING)
TOP OF DOUBLE 2X TOP NOTE:NOT REQUIRED IF i -
1 3; PlAFES PROVIDE 90 BEND H2A IS USED AI'EVERY l, . INTERIOR HOLD DOWN
STRUCTURAL RIDGE BEAM '# RAFTER TO TOP PLATE TO RAFTER.
' IN FLOOR FRA 41NG :
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G c, L=1'-0"TO 4'-0" (1)LSTA9 :J(1)SP4 PERKING (1)A23 (1)A23 (1)II8 TOP/DOTTOM
i F OF EACH CRIPPLE STUD
�J\ E E'` L=4'_1"TO 6'-0° (2)LSTA 9 l9 1)SSP NOTE:FOR HEADERS LOCATED .
j_ -- ---_-- _ C(2),SP4 PERKING (1)A23. (2)A23 DIRECILYBELOW DOUBLE Top
44 (1)CS 16-(6)-8D NAILS --_ PLATES,STRAP HEADER TO
n r rr ' (1)SSP EACH END OF STRAP TOP PLATES WITH(1)CS 16 O
L=6-1 TO 8-0 (2)LSTA 12 (2)Sp4 PER EACH KING STUD (I)A23 (2)A23 PER 16"WITH(4)8D NAII.S
PERKING (SEE NOTE'4') _-- EACH END OF STRAP.BEND
r u r rr (1)SSP STRAP OVER TOP PLATES
— -- L=8-1 TO 10-0 (2)LSTA 15 (2)SPH6 PER KING (1)A23 (2)A23 AS REOOiRED.
. ALTERNATE:ATTACH EACH
HEADER(PER PLAN) -- a --- rr .' (1)SSP RAFTER TO HEADER WTITI �(
L=10'-1 TO 16'-0 (2)ST2122 (2)SPH6 (1)A23 (2)A23 1 HR.
PER KING
OPTION#2
HEADER SIZE Off; tF @ U O �J
WIJDOW/DOOROPENING - =
(1)-CS 16 5 (1)SSP -
L=P-0"TO4'-0" W/(5)RD (1)A23 (1)A23 (1)H8 TOP/BOTTOM
EACH END PERKING OF EACH CRIPPLE STUD
_(2)_-CS 16 1 (1)SSP ! - NOTE:FOR HEADERS LOCATED
L=4'-1"TO 6'-0" W/(5)SD a PERKING (1)A23 (2)A23
EACH END (1)CS 16-(6)8D NAILS DIRECTLY BELOW DOUBLE TOP l
r 2 MET k - EACH END OF STRAP PLATES,STRAP HEADER TO
O SEE NOTE (1)SSP TOP PLATES WIT](1)CS 16 [�,
1r 6'-1"TO 8'-0" EA(CH ADND i PER KING PER EACH KING STUD (1)A23 (2)A23 PER 16^W13H(4)aD NAII S W
- t BEND
(2) CS 16,:' (SEE NOTE'4) EACH END 37R"OVERO TOP PLATES
L=8'-1"TO 10'-0° W/(s)aD (1)SSP (1)A23 (2)A23 AS REQUIRED. E-1
PER KING P-R
EACH END 1 ALTERNATE.ATTACH EACH 17"'.
RAFTER TO HEADER WITH
PFRSKIN 3 3
Irl0i1��TO16'-0" (2)sT2122 G (1)� (2)� (iLHa.
B CB
• - - — — NO. REVISION/ISSITE,� � DATE
_ - --- — - -_:-- -- NOTES: .... .';'.
D 1.HEADERS 4'-1"AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER. ,
D 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY
'CO2XFRAMINGMEMBERS.
3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) 'PROJECT ADDRESS:
4.STRAP NOT REQI)IRF,D WHERE SHEARWALI HOLDDO"IS ADJACENT TO OPENING.;',;
5.DETAIL FOR WINDOW AND DOOR FRAMING.ONLY.OTHER STRAPS AND TIES NOT SHOWN FO&CLARITY. 117 INWOOD LANE,,
CENTERVILLE NIX i
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n2 FRAMING @ WINDOW AND DOOR OPENINGS
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10 FT. MINIMUM FROM SLAB DATE OF•SOIL TEST NOVEMBER
ELEV. 100.00 10 FT. MINIMUM , BY'SWEET�ER Ng EERING ,,.�1-,,,�1.1-.1�'_I'.�::I,"_,:_I-I 1�'I�,�.,..1���I*'�II-'I�"1.-I 1,-I,�,�1�,1.-,;.:�-�1�,�..II�I.1"�:�1�,q,1���:1�"-,1 1 I.,1 I I I��",�;��L,,"I�;-.1,1,,1.,1..,.,-_.I.,�
--- CLEAN SAND SOIL TEST DONE__._.
_,.,1-!:r1'�,",I;'.�_.I',,-r!,,-_I,:',1 1 1L,`I1���.1;-,�_��,1�:'I�1I r1,`,,_'_1,.:1,�-1"L,..,_1 I.l'I_.�,-�-,,I�:.1 1.,�I1..�.1.I 1,.,..�w.1�-1,I I,;.'1'I�_-''..�I",�,"l'�,�;1,"�.�I:I�I�':�:,�.c.I,
ASSUMED I WITNESSED BY _:..'�SMA�►S
( ), CONCRETE
.
. IN P 0 T ,
COVERS S ECTI N POR
4" HE 4 P P P LOAM Ah'D SEED .'
. SC DULE 0 VC I E
« aBSERVATION Ht .E 1 .:EL£V:= 97:40
MIN. PITCH 1 8 PER FT. 2 LAYER OF
. " ..
1 Q r0 1 2 P o < 2 :
. , . , / / ERG CATION RATE �._�. MIN./INCH AT INCHES
WAS ED STONE
- - • `
DEPTH HORN TEXTURE COLOR MO1T. . ,. 0 ER
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OR F,'LTER FABRIC TH :
28' 4" CAST IRON PIPE 97.62 MAX. , VENT
h5.37 MIN. REQUIRED
' •
(OR EQUAL) MINIMUM
O-8 ,:' A _ LOAMY SAND. 10YR2/2 NO ROOTS
PITCH 1/4 PER FT. , Z , _. 8-18, , B ' LOAMY SAND !OYR4 6
TEE
t.
FLOW _ •
EVLERS ,.a: 18-38 C1 LOAMY.SAND ` •- 10YR6 8 �I I.7.I:"..��1 1�-�'I,I I.,:.I I,'�I_,,1..,I I
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$4.62 38-120 C2 MEDIUM/F1NE'SAND 2.5Y7/6 : .
. ELEV. - 97.67
1(I , «
120 7 4
MIN. . " c ,, NO WATER ENCOUNTERED AT `ELEV.• xx : $ , 0. '<.
. o _ - _ o
0 w vG^_ ___,.. _ __ 4_ o ,
. 96.45 _ _ .
ELEV. � _._�_M ��___=__�_G _
2
LEVEL _ __._ 10
. 4 k
c: :.:..- ..
93.29
8 6 SUMP -_ _ .- �- - ELEV. ELEV:=, J6.80 y
£LEV. _p�Z4._ GAS. a 4.42 ELEV.. 194.25 __..___,
ELEV. .. __ s -----
QBSERVATioN HALE -
.
BAFFLE
I <, DEPTH HORiZ 'TEXTURE . COLOR , , MOTT.�. OTHER-r
D S 11� ��TIQN ELEV.
P . "LIQUID OUTLET a,, S H(GH CA AC1TY INFILTRATORS WITH_, ( 0-12 A LOAMY SAND,
. BOX _94.1.2_. STONE iN AN _ I .: , , , 10YR2J1 N0 _ . ROOTS :
TO BE P ED N FIRM A E z t �.
( LAC 0 B S ) - )� 12-36 ,,, B LOAMY SAND• . : 10YR5 8.
4 FEET 14 INCHES TO BE WATER TESTED , /
5 FEET 19 INCHES 11 X 60 X 10' TRENCH FORMATION &89 Iw-
6 FEET 24 INCHES 500 GALLQN
IF MORE THAN ONE OUTLET - 4 3fi 44:, . C1 LOAMY SAND 10YR6J6 ' .,
7 FEET 29 INCHES (TO BE PLACED ON FlRM BASE) WELL N A P .
8 FEET 34 INCHES P SOIL ,`ABSORPTION . ZONE � 44-120" G2 : , MEDIUM/FlNE SANd 2:5Y7/6
SE TIC TASK
3 f4" 70 1 1/2" CLEAN INDEX
f H 20 DOUBLE WASHED STONE SYSTEM (SAS)
i i NO WATER ENCOUNTERED dT 120" ' ELEV. _ ' 86.80
ADJUST
. FREE OF FINES d� SiLt
_
Q85ER�/i4T#QN !"IQLE .'S 95 4D
,E LEV=�_
USGS PROBABLE:WATER TABLE ELEV. _ ,
• PERCOLATION RATE. ..-2 MIN.ANCH AT . 67. -'INCHES
.
SEV�AGE C)ISPQSAL. SYSTEM PROFILE OBSERVED WATER TABLE ( / i ) ELEV. =
NOT TO SCALE
BOTTOM OF TEST. BOLE ELEV. ..$4.4 DEPTH HORIZ TEXTURE COLOR .MOTT- OTHER
- - w -
6 A LOAMY SAND 10YR2/2 NO ROOTS :`
. .
• «
6-36 $ LOAMY SAND 10YR4 fi
. - ThL l
cEjv / ,NOTES.
T -1 2« 1 D . M 5 6
�Az ,,q +/ 1:'ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
�j 36 3 C ME IU /FINE SANd 2 Y7j
_- LC-NU 132" 84:40
100.7 9 g 99.1 E TITLE 5 AND THE TOWN S RULES AND REGULATIONS FOR No WATER;ENCovN'fER£D Ar £LEV.,
TH RF . ' n
E SUBSU ACE DISPOSAL OF SEWAGE.
• 99.2 ..
'�"--. -.._ 2. ALL COVERS TO SANITARY UNITS,SHALL :BE BROUGHT TO 0: '95.60
7 ,� - -�--- ` " ,QBSERVAT10h� HOLE ELEv.
WITHIN 6 OF FlNiSHED GRADE:
`'`�-` 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DEPTH . HORIZ TEXTURE COLOR 1~AOTT, ;.OTHER '
i "1 99.4 w
1C0.1 x t( WITHSTANDING H-10 LOADING UNLESS.THEY ARE UNDER OR WITHIN
0-14 A LOAMY SAND - 10YR2j2 NO ROOTS .`
10 FT. OF�DRIVES OR •PARKING -AREAS. :H-•20,LOADING SHALL BE
. �1' 161,63• �-
■ 99.6 USED UNDER OR 'WITHIN 10 FL OF DRIVES OR PARKING;AREAS: 14=42" B LOAMY SAND t0YR4J6 ::
ANY MASONARY UNITS TO BRING COVERS TO 'GRADE SHALL •' ,
• y � _ ,�,,,1 w 98.7 . : - 42-50 C1 LOAMY. SAND 10YR6f8
. - {
,, BE MORTARED IN PLACE.
r ) 50-132 C2 . MEDIUM FINE:SAND 2.5Y7 6
. $ .fir 1, p 5. NO DETERMINATION,HAS BEEN MADE AS TO COMPLIANCE WITH j
_ .- 100:b
DEEDED OR ZONING REGULATIONS. OWNER /'APPLiCANT'iS TO 132" . ,�' l44.60
,
4 ' Cr C 99.8 OBTAIN NO WATER ENCOUNTERED AT.__-___� ELEV. �.__-__-
AREA - ---' SUCH DETERMINATION FROM APPROPRIATE AUTHORITY..
'� ! c! P Sy 6. UTIU71ES•SHOWN ARE APPROXIMATE ONLY EXCAVATION CONTRACTOR '
» 19,492 S.F; F<< o,�i <: . .
ry i'L�lt/q IS TO CALL DIG-SAFE AT. 1-888-,344-7233 AT,LEAST 72 HOURS
a- Y; a . 100.5
• 100.7 .� PRIOR TO COMMENCING`WORK ON .SITE.
;...
_ •
,. p, 7. CONTRACTOR 1S TO VERIFY GRADES AND 'ELEVATIONS AS WELL AS DE 'SIGN CALCULATiON ;
. ..
/� �„ t50 GALLON ,
SITE CONDITIONS PRIOR fiO COMMENCING WORK ON SITE. ANY VARIATION NUMBER OF BEDROOMS ' 5
`C/
' ---._ 9 5 P C , NK IS TO BE BROUGHT TO THE ATTENTION Cr THE DESIGN ENGINEER -GARBAGE DISPOSAL UNIT � _ _ .
w 9.0 99. 9.3
EXiS17NG 9 9. D g ■ 99.4 IMMEDIATELY. TOTAL ESTIMATED FLOW.
60. .. 8. PARCEL IS iN FLOOD ZONE C. _.: ( 110 GA .,�tP,JCIAY X �R: 19R.) • -:,�W.... CoA.U, DAY, .
\ > .9. LOT IS SHOWN ON ASSESSORS MAP �J AS PARCEL Sao . HEGiitttED SI;P'>7C TANK CAt'ACiT`( ...,]_lbx :`GAL.
f�
F / 10. ALL UNSUITABLE MATERIAL SHALL BE':REMOVED'FRO'ki UNDER AND ACTUAL SIZE OF SEPTIC TANK . • 99 GAL,
0`60 I'�S wo - FOR A MINIMUM OF 5' AROUND 'SOIL ABSORPTION SYSTEM AND.BE . SOiL'CLASSIFICATION j�
r,� 9.4 or,ED�DIyZc�C> 9 6.. J REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3):. . ,, ' DESIGN .PERCOLATION RATE S,:,R__ MIN: IN. :; -
"! 9.9 � DES N�+ ! 1 - /
. S. �N�D 1. THE.INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 .HOURS , . EFFLUENT-LOADING RATE ,.7-4 ,GAL./DAY/S.F. '
1 4 B``DR ,4s .. . 07 . (2 WORKING DAYS) NOTICE FOR 'THE FINAL INSPECTION` NUMBER BELOW . ' LEACHING AREA ,SQL FT.
0 7 \ .�'t,'S . .2 12. EXISTING CESSPOOLS ARE TO BE PUMPED AND BACKFI( i1XE0 + 71X=O 12 , '
Q ,
. LLED t )
,: .
. 99.0 TEACHING CAPACITY (AREA X :;RATE) ; $ ,GAL./DAY''
9 4
1. Q 778.33 X 0.7
1 9.9 .. .'
98.9 .
7 98.87 0 ES .GAL jDAY'
99 Op 0'
ERVE•LEACHING CAPACITY
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