HomeMy WebLinkAbout0106 WHITMAR ROAD - Health 106 WHITMAR ROAD, COTUYT
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4 12J2W05 12:50 58899709-93 WISE SURMA JONES FRG' FADE 01182
24 Centre street
Now Wford Massachusetts 02740
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(SOB)997-5977 FAX(SOS)997-0593 1
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Mr.John Rode'nhize:r From Gmgory J
DMIN April 12,2006 vie Drop Off I.
Gompe Jotx Dining Room!Addition-N wton Residence
nyj
Revision SK-01 �
CC., File
Uft"t fees Your ftquost Plosoo Coms"ornt For Distritsertie n X pmor Pricing
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John,
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Attedied please find a copy of 5k-01 a revision to the Roof Framing'; avui's hoes
Please have V. Philbrook review it before it actually gets ordered. j
Thanks �
Gregory Jones
Giones_wsjan-verizon.net
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04/12/2005 12:50 5089970593 4JTSE S-'—P1M MES ARC PAGE 02!'0"
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The Newton Residence
106 V6't>titmar•Road Cotuit
Revision Sketch -Revise Roof Framing ' ! �— ! ► k— 1
Wise Sunna lanes Architects 4112J05
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' - Commonwealth of Massachusetts
Executive Office of Environmental Affairs
Department ofFE �
Environmental Protection
99 n
VVIIIIarn FWeldGOM F.
Trudy t:oxe
Sser�ta V.EDEA
David B. Struhs 4'
Canmunoner g
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
f CERTIFICATION .
Property Address: ' / r��M�� ���7 Address of Owner:
Date of Inspection: l` l7 IW 6t (If different
Name of Inspector: MrchRe-_l E> � � •. .
Company Name, Address and Telephone Number: 170/me5 a/x:�(" tkI c- °r1ccit, r h C
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate
an:- complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
m4intenance of on-site sewage disposal systems. The system:
ZPasses ;
_ Conditionally Passes
_ Needs Further Evaluation By the Local Approving Authority
Fails
LV
Inspector's Signature: Date: 17 /, 9a
he System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (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 snail submr
the report to the appropriate regional office of the Department of Environmental Protection.
Tne original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority.
INSPECTION SUMMARY:
Check A, B, C, or D:
A] SY EM PASSES:
7
I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303.
Any failure criteria not evaluated are indicated.below.
B] SYSTEM CONDITIONALLY PASSES:
One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair,
passes inspection.
indicate yes, no; or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why rwo
The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is
imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as
approved by the Board of Health,
;revised 8115195l '
One Winter Street • Boston,'IMassaehuaetts 02108 • FAX(SM 556.1049 • TNephone(617)292�5500
�• "mied on Racwed Psoe,
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address:
Owner:
Date of Inspection:
6) SYSTEM CONDITIONALLY PASSES (continued)
Sewage backup or breakout or high static water level observed in.the distribution box is due to broken or obstructed
pioe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if (with approval of the
Board of Health):
broken pipe(s) are replaced
obstruction is removed
distribution box is levelled or replaced ,
The system required pumping more than four times.a year due to broken or obstructed pipes. The system wili pass
inspection if twith approval of the Board of Health):
broken pipe(s) are replaced
obstruction is removed
C FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the
public healti.., safety and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER
WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
Cesspool or privy is within 50 feet of a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. _
2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT
THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE
ENVIRONMENT:
The system nac a septic tank ana soli absorption system and is within iG& feet u, a sur;acc wa«: buNN;> or ,rb,;tar, ;:, a
surface water supply.
_ The w5te- ha, a septic tank and soil absorption system and is within a Zone I of a public water supply well.
_ The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well.
The systen, has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private ovate,
supply well, unless a well water analysis for co.liform ba.cxeria ,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 3
PPm.
D) SYSTEM FAILS:
I have determined that the system violates one*or more of the following failure criteria as defined in 310 CMR 13.303. The basis
for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct
the failure.
Backup of sewage into facility or system component due to an overloaded or dogged SAS or cesspool.
r Discharge or.ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or
cesspool.
='see e;l:/55. 2
I
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address:
Owner:
Date of Inspection:
D; SYSTEM FAILS tcontinued): u
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool.
Liquid depth in cesspool is less than 6" below invert or available volume is less than 112 day flow.
_ Required pumping more than 4 times in the last year NOT due to clogged or,obstructed pipe(s).
Number of times pumped
Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation.
Any portion of a 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 I of a public well.
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
_ 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen.
E; LARGE SYSTEM FAILS:
The following criteria apply to large systems in addition to the criteria above:
The design fim% of system is 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safer\
and the environment because one or more of the following conditions exist:
the system is within 400 feet of a surface drinking water supply r
the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area (IWPA) or a mapped Zone II of a
pubiic �sater suppl, well'
The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program
reouirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.
re:ise� E;15!95 3
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address:
0%%ner,
Date of inspection:
Check if the following have been done:
✓Pumping information was requested of the owner, occupant, and Board of Health.
_V"None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates
during that period. Large volumes of water have not been introduced into the system recently or as part of this_inspe�c7tion.
P'wVl�e!
As built plans have been obtained and examined. Note if they are not available with N/A.
v The facility or dwelling was inspected for signs of sewage back-up.
✓The system does not receive non-sanitary or industrial waste flow
P"The site was inspected for signs of breakout.
✓AII system components, excluding the Soil Absorption System, have been located on the site.
VThe septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or
tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum.
_✓The size and location of the Soil Absorption System on the site has been determined based on existing information or
approximated by non-intrusive methods.
V The facility o•, ner ;and occupants, if different from owner) were provided with information on the proper maintenance of Sub
Surface Disposal Svstem.
4
'revised 6/15/95i
b _.
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: ,g
Owner:
Date of Inspection:
FLOW CONDITIONS ,
RESIDENTIAL:
Design flow: allo s
Number of bedrooms:
Number of current residents M
Garbage grinder (yes or no):
laundry connected to cysteg4yes or no): r
Seasonal use (yes or no)CIA /
Water meter readings, if available: � I� ��`�
Last date of occupancy.
CO,ti1h1ERCIAUINDUSTRIAL:
Type of establishment:
Design flow:_gallons/day a
Grease trap present: (yes or no)_
Industrial Waste Holding Tank present: (yes or no)—
Non-sanitary waste discharged to the Title S system: (yes or no)_
Water meter readings, if available:
last date of occupancy:
OTHER: (Describe)
Last date of occupancy m
GENERAL INFORMATION
a
PUMPING RECORDS and source of information:
System pumped as pan of inspection: (yes or not n0 recamrn� CMGur►9p/
If yes, volume pumped gallons
Reason for pumping.
TYPE OAF SYSTEM
V n Septic tank/distributio box/soil absorption system r y
Single cesspool
rp,
Overflow cesspool
_ Privy
Shared system (yes or no) (if yes, attach previous inspection records, if any)
Other (explain)
AGE of all components,.date ll instaed (if known) and source of,informatiow. � 17
APPROXIMATE _
Sewage odors detected when arriving at the site: (yes or no
re�ae E;_./o5 ;;
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
ti SYSTEM INFORMATION (continued)
Property Address:
Owner:
Date of Inspection:
SEPTIC TANK:_
(locate on site plan)
if
Depth below grade: /10
material of construction: concrete _metal _FRP other(explain)
Dimensions
Siudge depth l/_
Distance from top off sludge to bottom of outlet tee or baffle:
7
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Comments:
recommendation for pumping, condition of inlet and outlet tees Or b,, es depth of liquid level in relation to.outlet invert, structural
integrity, evidence of leakage, etc.) /�� ��✓/"/
CREASE TRAP:_ N
(iocate on site plan)
Depth below grade:
Material of construction: _concrete _metal _FRP_other(explain)
Dimensions:
Scum thickness.
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom n+ Fri— t^ bottom or outlet tee or baffle-
Comments:
;recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural
integrity, evidence of leakage. etc.i
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,revised L :!95, 6
`k
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address:
Owner:
Date of Inspection:
TIGHT OR HOLDING TANK:1lJOY��
(locate on site plan)
J
.Depth below grade:
Material of construction: _concrete _metal _FRP —other(explain)
v
Dimensions:
Capacity: gallons
Design flow gallons/day
Alarm level:
Comments:
(condition of inlet tee, condition of alarm and float switches, etc.)
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111,
DISTRIBUTION BOX:_
(locate on site plan)
Depth of liquid level above outlet invert:
Comments:
dis;rib ;. e,u�'. evidence cf 5o!ids czrne�er, evidence of leakage into or out of box, etc.)
(note ii level and
PUMP CHAMBER:_
(iocate on site plan)
Pumps in working order.(yes or no)
Comments:
(note condition of pump chamber, condition of pumps and appurtenances, etc.)
;revised E/15/95:
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address:
Owner:
Date of inspection:
SOIL ABSORPTION SYSTEM (SAS):
(locate on site plan, if possible; excavation not required, but may be'approximated by non-intrusive methods)
If not determined to be present, explain:
i ype:
leaching pits, number:_
leaching chambers, number:_
leaching galleries, number.
Leaching trenches, number,length:
leaching fields, number, dimensions: 1
overflow cesspool, number:—
Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.)
CESSPOOLS:
locate on site plan)
Number and configuration
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer.
Dimensions of cesspool
Materials of construction:
indication of groundwater.
inflow (cesspool must be pumped as part of inspection)
Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
PRIVY: _
(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.)
revisea B/15%°Si 8
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
�r PART C
SYSTEM INFORMATION (continued)
Property Address:
Owner:
Date of Inspection:
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100'
US
prr
Pol
DEPTH TO GROUNDWATER
Depth to groundwater: 35 , feet
method of determination or proxi ation-
5C-�5 act V l fir
(revised 8/15/95) 9
l S- TOWN OF BARNSTABLE
LOCATION_ (iV � � •�M/,� SEWAGE #
VILLAGE 00 � U I ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. KPv //y S'r•,o /L S-4
e ' r
SEPTIC TANK CAPACITY 1 7/ 0 0'
LEACHING FACILITY:(type) ,� ( X G Pt S (sue) )Ou o
NO. OF BEDROOMS L� PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER dew 10,q
DATE PERMIT ISSUED: g' Ix ~
DATE COMPLIANCE ISSUED: 3
VARIANCE GRANTED: Yes No �
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No./ r. i Fss
THE COMMONWEALTH�OFMASSACHUSETTS
BOAR® OF AEALTH
TOWN OF BA;RN$TABLE
Appliratiun for Diupuuaf Workii Ton.otrnrtiun amit
Application is hereby made for a Permit to Construct ( Zor Repair ( ) an Individual Sewage Disposal
SystemO� �J Kntx� (Zd Cab f'r �,e�
.......1. __. ............ - --••-•--......--------••-------..._... ............................1 �Z - ........._.......
e� Location-Address -No-
....................... _�j___-C�...�6`�.--�{•-• ' ........ t- .C�----� ��.
W Owner d ess
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9
Installer
(� Address �.
U Type of Building Size Lot..... W'�_-....Sq. feet
�-, Dwelling—No. of Bedrooms__________ ______________________________Expansion Attic ( ) Garbage Grinder ( �I"
Other—Type of Building a yp g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
Other fixtures
Design Flow______1. ��'� gallons per person er day. Total dailyflow........... ..4_ _____________ Ions.
W g g P P P� sa .
WSeptic Tank—Liquid capacity_1.56D__gallons Length__@;.13_&.____ Width.__-r�__8__.__. Diameter________________ Depth.. ..X�``__.
x Disposal Trench—No_ ____________________ Width____.__._._._._.. Total Length.................... Total leaching area... .......sq. ft.
Seepage Pit No._.�__ .�--------- Diameter_._..___._.__.__ Depth below inlet__.............. Total leaching area...�& g......sq. ft.
Z Other Distribution box ( \/ Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I.....A.......minutes per inch Depth of Test Pit_______!_ _._.____ Depth to ground water-----liPt.,_._.__.
(� Test Pit No. 2................minutes per inch Depth of.Test Pit---:................ Depth to ground water........................
a' -----------------------•----------••-•------------••---------•--•----._...------•---•••--•--•••••........---•...-•--------•----....--•---••••••---•----_...--
0 Description of Soil........0291:1-� 0df--•=...--------•-•••------------•-•----
U --------------------------------
--------
•-------------------
------------------
------------------
_------------
•••--------------•-----___-------•-----------------------•-•--------•------------
W
U Nature of Repairs or Alterations—Answer when applicable------------ ....____ "[f --- t::Yf�!^.............................
-------------------------------••-------------..-------------------------------------......-------•-----------•------------•----••----------••---------•---•--------------•------------••-•••••••_•----
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Com li nce has been is d by the board of health.
Signed . ----- ---------------------------------------------- ----------------------------------------
A plication Approved
.... ..... ................................. .----Date
Application Disapproved for the following reasons- ............................ . .---..................-------------- ----............---------- .....
......................................................... -- ------------------ -- --------- -- ---------- -- ---------- ..............................................................
Date
Permit No. ....-C�..42. w-----., -------- Issued .........
Date
1
V
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
App iration for Uiipniia1 urko Tonotrurtiun Prrutit
Application is hereby made for a Permit to Construct ( ZOr Repair ( ) an Individual Sewage Disposal
System at: --ff
....... U b - �i`T h"GLY----- `-......(b U(Z' rn -. ......................................---�..••`-.---•-----..........-----...........-•----
Location-Address No.
..---•-•--•..............................•------........... ..........•.�e --v ``ovtL. GSs..._C1Z1�i
t� Owner Address
--- ----------
------
d Address
� Installer
Type of Building Size Lot..._.A�AK ....Sq. feet
U ..Dwelling—No. of Bedrooms...._.....' _____________________________Expansion Attic ( ) Garbage Grinder
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Otherfixtures ------------------------------------------------•--------••-••------------------------..._....-------•----•-----•---•---••----......-•---•------------
W Design Flow......1356..j�L?...............gallons per person per day. Total daily flow........._�6..Gpp.............gallons.
G; Septic Tank—Liquid capacity.1.50. -__gallons Length---M..&.... Width__S.5'8...... Diameter________________ Depth..5_ 5.....
x Disposal Trench—No_____________________ Width-y-___--_-____._.. Total Length____....._.____._ Total leaching area.... -------sq. ft.
Seepage Pit No._�__4n--______ Diameter.... ............ Depth below inlet-.A.............. Total leaching area... 78......sq. ft.
Z Other Distribution box ( V Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1.....2.......minutes per inch Depth of Test Pit-------t q./..... Depth to ground water......�� -------
44 _ Test Pit No.'2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
O .---•--•-•-••----------------••---....._....--•-•----•--------....•-------:.._.....----------•--••---.......---•------•---••--•----•---._.....-----.....-----
. Description of Soil..----Cbw t T -' ^' s x -------------------------•--....----------•-••------------------------••--•----_------
U ....--•----•----•-•------•---•--------------------------------------------•--••-•••------......---------••--•-•-•----------•----•-----•--------....--------•------.....................................
W
x -----------
U Nature of Repairs or Alterations—Answer when applicable.__-_-__--.-_) ........�i�'1---I:V .............................
-'--------------------------------•--------------------------•---------------------------------------------------------------------------------------------------------------------------- ----------
`Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Environmertal Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has been issued by he board of health.
SignedX..... 1-..... ........................................... .-----------..............-------------
�t
Application Approved By ---- '� ...............5✓ r f� 1...- ------------------------------ '.. —..
Dace
Application Disapproved for the following reasons- ...............................................-----------------------------------------------------_---- .-a-t e --_-----------
...................................... .. ............ .................... ..
Permit No. - 14f ....... Issued .......... ...... . to
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
Tex#tftcate tif Tomplinure
THIS IS TO OERTIF/Y, That the Individual Sewage Disposal System constructed ( t or Repaired ( )
by......... ��-w....-: ��+ o- ft� ........... - G1 A '-�`3�r S_ - ca..�................
.................. Installer M1......--.-- r
at ....I O :��'---mG�� 'Road-- ------------------�(71 U M.!............Y_n- S.S.......................------------------------------- ......-------------
has been installed in accordance with the provisions of TITLE of The State Environmental Code as described in
the application for Disposal Works Construction Permit No.�S......._.. ..L... - dated .-.-.-..--.�----����..'- --.��_-
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE"THAT-THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE--.......... .y --------------------------------------------------- Inspector ... ........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
No TOWN OF BARNSTABLE
FEs//
�
Diapo's o a.g (9jats#r tanUrrutit
Permission is hereby granted...... �' -
to Construct ( V�or Repair ( ) an Individual Sewage Disposal System
at No.__ANP..W h(I rnu✓-----�!--------()6zU iT•.......r!!1451-......................................................................
fe t
as shown on the application for Disposal `'forks Construction Pe it o.�244�? �' do 9-9 7—
Dat
�{�' :U----_-----
---..l.- .. v= ....--- �_.....
DATE_ (//////� Board of Hea ih
---•.......................... •.. .et/ .......
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FORM 36508 HOBBS 6 WARREN,INC.,PUBLISHERS
ewto" 'n . ..
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106 Whit " ar .Road
Cotuit) MA 02032
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DENNIS COLW' ELL ARCHITECTS, INC.
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' Commercial Residential I Structural
58 Burt St, Norton, MA 02766 ` w
MASSACHUSETTSvi O
p. 508-241-2122 f. 508-455-4466
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www.dc-architect.com' H "`ems M
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PROJECT:
GENERAL FOUNDATION.CONCRETE NOTES. - NEW CONSTRUCTION
1.5PREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTJREED SOIL HAVING A.-CFAMBEE BEANGCAPACITY OF I TONS PER SQUARE FOOT, DRAWING LIST
DAVID NEWTON
2.OBWDNGMARPINSWTIHAIO ER.FARINGCAPAli THAN2TONSPERSCWREFOOTAREENCOUNTEREDATTIRESPECIFIEDEIEVAT %,THEUNDERLRNCUNSUTIABLEMARRAL
SHAILBEREMOVEDANDREPUCEDWRHSUTIABLEMAIERALTOBEAPPFWEDBYi E.ENGINEEWARCHR a. -
AR - O.TIMFAROITI-1 ENGINNEERASSUMES NO FEEPONS®ILTY FOR THE VADD1Y OF SHE SUBSURFACE CONUHOMS. - TITLE ISSUED
106 WHTMAR ROAD
- ROunbgw.FrtR rDga yNAlm9 PAe<L AFIT- .NO FOUNDATION SHALL BE PEALED IN WATER OR 01 FROZEN GROUND. JJVL
IrcwrEryl COTUET,MA 02032
R RH1E°' S.FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PRO1ECt IS COMPLETED.. IIINEW OR REVISED ISSUE
IT Z. MvfmFEn 6.BACKND_UNDER ANY PORTION OF THE BUILDING SHAL BE COMPACTED IN 6DRE OF-COMPACTED GRAVEL AS APPRWED BY THE ENC-WEER Z O NON REVISED ISSUE
E RDrvvErvDOR DUPN� ].GO NOT BACKFILI-OK WAILS UNTILL PERMANENT STRUCTURAL SURORT5 FPAAED ROOKS AND ELABS)AMIN PEACE.BRACE ALL WADS AN.CARSE BEAMS DURING BACKHWNG. SHEET IXNiiED - ¢¢ KEHERNU+IB& 15135 - -
8.CONCRETE WORK SHALL CONFORM TO THE ATESTAME0.CAN CONCRETE INSTITUTE CODE FORRURDNG CODE REQUIREMENTS FOR REINFORCED CONCRETE-SPECIFICATIONS
FOR STRUCTURALCONCRETf FOR BUILDINGS' -
MENG "q 9.CONCRETEFOUNDATONwA MDfWTWCSSWYLf AfN.-COMPRESSNESTRENCTHOF30 P.S.IA 2804 M.I.5 P.I.I Wll-,wITHASWMPOf NO V �_
ALI aRV00REF. MORE MEAN A'AND AIR ENTRAINMENT OF I TIRE USE OF CALCIUM CHLORIDE IS NOT PERMHTED PROVIDE PROPER CONCRfR PROTECTION 00.HEAT IN COLD WEATICRAND EWER NR • �7''!
PENNMVNTAINWCPER CURING PROCEDURES IN ACCOMEANCE WITH THE AEI. • ^^ U O L.ry U
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11 LL CONCRETE SUMES ON GROUND SNALL BE REINFORCED WHEI 6+bIN10(MN)WEIDEDwRE FnBRIC PLACED AT MN-DFPTI.OR AS OUT-1 SHOWN ON FHEDRAwINGS. �� V
Asfx ASR+wr ISRfR WEDDED WIRE FABRIC REINFORCEMENT-CONfORM TOASTM.AI BE AND SHALL LAP WMNIMUM OR ONE SPACE WETC.M.6 LARGER AND SHALL BE WIRED TOGETHER.PROVIDE
SUFFICEENi Cl AIR OR SUPPORT BAPS AS NECESSARY TO POSTON WEDDED WIRE FABRIC. - V ^� Y Ln R
x 12. HERE CONTINUOS BA➢S ARE CALLED FOR THEY SHALL BE RUN CONTINUOSLY AROUND CORNERS AND UPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS.UPS AI.O 1000.PLANS.FVWRNGPUN Y.'-I•.p • W •� O e,T
F Onu 5HALL BE AO BAR DIAMETERS.UNLESS OTHERWISE SHOWN . r
P i]NOTIFY ARCHITECT/ENGINEER FOR INSPECTION Of COMPLETED INTAUT ON OF REINFORCEMENT AT UPMT24 HOURS PRIOR TO SCHEDULED NACFMENT OF CONCRETE AZO ELEVATIONS,BUILDING SECTIONS AND DETAILS AS NOTED III,
_ PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS OR GRACE 0FAA5SHOULD NOT IXCfED 60 FEET IN ANY STRAIGHT LfNGiI ANTI SHOULD MAVEA VERTICAL_ERTIG :M•KET -F^•IEV•"MF .✓.�/ /y, N
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WITH CONTINUOUS REINFORCING H.BAR 0IAMETERMINIMUM)THRU THE CONSTRUCTION JOINT » F-E•H
LL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE To ME PROPER RADO ESTABDSHEO BY ME AMERICAN CONCRETE WSITTUTE UNDER NO CONDITIONS SWILL HEAT BE - g -
IMI APPLIEDTOMESARSTOOerAINOENDS - V' N
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PEL STRESS IFq SHAtI Bf AW P 51 THE MW IMN ALIOwABEE MODULUS OF fU511CrtY IU SHALL BE IpOp,OOp PS I.OTHFR FRAMING NAiE4EAL FOR WTFAIOR uON10AD BEARING STUDS MAY -
BE SUBSTITUTED ONLY UPON APPRO-OF ME ENGMEER 4
/ - ALLPRESSURE TREATED ICCATRE-EDT DIMENSIONAL FRAMWC tUMBER51ALl BE SOMHERN FINE GRADE NO,2.TEMNMUMALOwABLEBENDING5 5SIFWSFWLBE1,05OP51.
col _11ML. SET - iHEMNMUM ALLOWABLE COMPRESSION STRESS(Fq SHALL BE 565 P.S.I.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY IQ SHALL BE L600000 PE -
AllFRESSURETREATLETCGTRFAIED)SOWMMBERSSHALLBESODTHEWRINECPADENO.2WNME O1 ERw6ESR FHE DM N(GA.HEMWP.1UMAllOWABIEBENDING
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_ -' TANSF. A.Pll TIES SHOWN ARE TO BE PARWIAMS OR MICRODFMS THE MINNUMALLOWABLE BENDING STRESS FBI$ALL BE 2,900 PIS 1 THE MINIMUMALLOWABLL COMPRESSION STRESS IFq _
I'll cl, ' NDICUUR to THE GRAIN S W.LL BE]SO P.S.I.THE MINIMUM ALLOWABLE MODULI OF ELASTICITY Ili)SHALL BE:,ODD OCD PSI ALL PARAWKLS EXPOSED TO THE WEATHER EFA.BE '
ERRNF - PRESSURETREA
r . EVR TEDECG iRFATEO)NSTAll MCROIIMAS AND PARALLAMS NACCOR¢iNCEwIfH THE M+NUFACIURER5 N51RUCIlOrvS. - - -
m rrgGN S Y..USE 'TO AND GROWL STRUCTURAL GRADE FIR PLYWOODIN 35'FLOOR SHEATHG. EXTERIOR STRUCTURAL GRADE FIR(C.DAI PLYWOOD ROOF SHEATHING,AND J$'EXTERIOR
cwusRl gvrtR - STRUCTURAL GRADE FIR IC.D%.)AT WALES.ALL JOINS ROvf RIS.SHALL BE BLOCKED LUMBER OR OMER APP05UPPO -
SrM+r - 111w� 6.ALL EMWORANDINTERIORSND-LUSTO BE MINIMUM 016.00.UNLESS OTHERWISE NOTED. - -
NANN RSAB.D DRAWING LIST
utt u CDA� ].PRWmE ADEOWTE WALL RESISTAWCE Ip RACKING BY OAGONN CORNER WIND BRACINGANCHORED T0581 RATES. -
SrAIAm B.PROVIDE SOLID BLOCKING @BUY ENTERWLS BETWEEN FLOOR JOISTS AND OR DOUBLE ALL J06R UNDER EACH PARTMON - -
^ - 9.USE FULLY PALED METAL CONNECTORS(iECO5IMP50N OR EQUAD.JOIST NANGERS.WHEN JOISTS OR BEAMS FRAME INTO OTTER JOISTS 00.8-PROVIDE METAL POST CAPS
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AND BASES FOR ALL POSTS. -
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All FWMLNGT00E INSiALED W ACCORD of WITH STATE BUILDING CODE REORREMEMS AND GENERAL FRAMING PRACTICE AS DETAILED W ME AA0.CHITECTJRALGRAPHIC -
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AT ` . SYSTEM.WOOD GWE TO BE COTECH INC PLACID SUB FLOOR CONSTRUCTION AD HESNE,OR APPROVED FOWL
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.Al well STUDS To AWN WITH FLOOR 10615 AND ROOF RAFTEAt. - ♦ _ _ _ A
w, Aur IA,THE CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE--RESTRAM FOR THE BUILDINGS AND SHOULD RE SECURELY ATTACHED AT EACH END MET OR To THE OTERIOR WADS - ' -
- - L EXTERIOR SIDINGAE
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E FLOOR JOISTS SHOWN M•AIS'ARE WOOD 9106TS'AS MANUFACTURED BY BOESE CASCADE Mf INSTAUATICN G BLOCKIN R0.M J06r3 OPEN NCS THAD WEBS,HEADERS,WEB
MW_AAFsR STBFENERS,ETC,ARETOBEINSTALLEONACCORDANCEWDHTHEMANUFACTURERSREOUIRDAfM,RH IDEDESICNAWDUYOMDPAWINGSOTTHENANUFACU RE D5UART I - - VERTICAL SECTION TO ME
• 2.6 WOOD STUDS AT 16'
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GENERALL-CTUR01STERNOTfs: " , - (1)LAYER I/2'G.W:B.
INT.SIDE
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ABBREVIATIONS ]6 a M
SCHEDULE 10 OR 80 PIPE SHALL BE NEW STEEL CONFORM NG TO THE AL EC,C.SPECIFICATIONS FOR DESIGN FARRICARON,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ' R-19 5Yt'9ATT
AND THE
SPECIFICATION A TYPE£ORS',GRNE 9.WITH AMJN..TEED STRESS 01>S.1 � - INSULATION ���� M•CO��.j,
- - AU''DESGNATEDTUBESHALLBEI+ STEELCONFORMIrvG'O ITEMISE SPECIDGiIONi FOR DESIGN,FABRIGTpNANOERECTION Of STRUCNPAl STEEL FOR BUILDINGS PAID A - C"
AETA SPECIFICATION ASOD.GRADE 9 WITH A MINIMUM YIELD STRESS OF 46 M k v v Q'
:�-- CDEUMn,ws nw 5n0wALL A ALL SHOP AND FIELD WELDS SHOWN SHLL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO MEANS.CODE FOR BUILDINGS.All WRBSEFALL DEVELOP THE HO ONTAI SECTION
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S NO PfRMAWEM UNEILT1 CONNECTIOrv55HOUt0BEMADE UPf 5-0.UCN P0.0 RfEA58EEN PE3LTALWGED PROv10E 1EMP0RA¢Y BPACWGAS RFOUIFFO .y rjORTON
ON PLAINS,ALL DETAILS AND SZES OF MEMBERS INCLUD ITS
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IgdA ewR w DAxaf R ® rvtw eHCK WALL REQUIRfMEMSOFTHI-EITHINOFT1f A35.0 DETAOWGMwWL - - - •f
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].CONNECTION BOLTS TO BE Ye DIAMETER HIGH S-RECRI A STM.A 325 PROVIDE A MINIMUM O BOLTS PER CONNECTION.USE Y[MINIMUM CA PLATE OR BASE PLATES FULLY- O rrQ-
ODOOR DFSDciwnOn WELDED ALL AROUND AT COUDMNS WIT"X FILLET WELD,OR AS OTHERWSE$PECFED ON THE DRA INGS - r• . _ J
r -1 smnw wAu�oRF RGgvED B.ALLSTEELSALL HAVE TWO COATSOF RNTANHI RAILER WENT. UPALLWEUX,SCRATOIFS ORSCPAPES IN PAEMAFIERERECTIONE -
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I.GEILIUM ONTPACfORSHAUINSPECTME SITEANDSWALLEE FAMILIAR WITH AILCONERHO-DWITHUEFAdHONOF THE CONTMRANDSCOPEOF WORK.
WALLS LEULNU RfRFR FIRFFR,
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ER 3.r ECONTRACTOR5WVLFIELDVEGFTALLDW1EN510NANDEIF'ATONSBEFOREPROCEEDlNG--AF. 7YRGLUNl65NOTEDOTHERWLSE. (NOTES ARE NOT KEYED ON DRAWINGS)
® sARry - ® I,uuwrgn A.PNY ERRORS,AMBIGUITIES OR OMISSIONS IN DRAWINGS OR NOTES SHALL OE REPORTED TO THE PACHITER FOR CORRECTION OR CUA61CAilONFO BERE ALIT PART OF THE NORXIS ClALLCON5TRUMIONISTOCOMPLTWNANYANDALAPPLICABLELOGNANDSTATEBUILOINGCODES.
xGOA STARTED. ' R ARANTED ONSTRUCTIO
ONMENSIONSSHOWN ARE SHOWN AI FOLLOWS:.
µR CN G.2 EACH PRIME SUBCONTRACTOR 6 RESPON51BLE FOR OBTAININGAND PAYING FOR REQUIRED PERMERAND pPAWWG SCARE NTS
S CONTMCTORSHALLPERIODICALLY KIM-FROM SHE PREMERESAURUBBISHANDDEBR6. AS FACE OF STUD TO FACE OF STUD DOORS/WINDOWS CENTERNEOFUNR SCHEDULING REQUIRED INPECTIONSUNIE55 DIRECTED OTHERWISE BY OWNER.NTf v -
- ArN 6 ALL FINISH MATERIAL SEAL BE STORED 50 IT 6 CLEAN AND FREE FROM STAIN ORDISCOLORATIN: - � G.3 GENERLL CONIAARORSWllL EAECi TEMPOPPRY&DARTERS,WARNMG SIGNS,CONSiRUCTON FENCING ETC.TO OPAwN BY: CRL CHECKED
PILANGLES ARE 45^OR 90^UNLESS NOTED OTHERWISE MAINTAIN A WE WORKING ENVIRONMENT.
<oxCVOF ® -N. ]RIEPRESENCf OFANY HN2AR000S MATERAL MUST eE REPORTED TD T11f OWNER NMAFOATELT.
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B TIE CONTGCTORSFALL SUOMR REOUIREDSMOPDRAwINGi.fIN6HAWD00.COLORYMPLLS AND EQUIPMENT'CUTS,PRIOR TO WStAIlAlION iD T1f OWNER FOR APPROVAL BEFORE .WALLS: FACE OF vvWNRT TO FACE OF MASONRY G.0 CONS1RUCl10N DEBRIS AND DFM016HE0 MATERWIS SHALL BE DEPOSED OFINAUWFIRAND iNMFIY MANOR.
aw ® LUAe[x CONSTRUCTION RECI6. DOORS/NRJDOWS:M SONRYOPENMG .
G.5 CONSTRICTORSfLllL Kona ALL REQUIRED MEANS OF EG0.E551H0.0UGHOIR ENTIRE CONSTRUCTION PERIOD. GENERAL INFORMATION6DRAWING LEST
vAnM 9 THEACCEPTANCE OF THE CONTRACTCAFRrtS WDH IT A GUARANTEE ON THE PART OF THE COMPACTOR TO MAKE GOOD ANY DEFECTS W WORKAND WORKMANSHIP FOR ONE, FINBHEDDNENSI M5FALLBENOTEDASEITHERFIN6HEDORC-ROM
YEAR FROMCOMRETION OF THE ENTIRE CONTRACT. DIMENSION STRING. ENT CONTRACTORSEtA_L BE PERIOD.RESPONSIBLE FOR THE BRACING AND SHORING OF THE STRUCTURE THROUGH OUT THE
® eaa RmoOD .. . ENTIRE CONSTRUCTION PERIOD.
ICI.GENERAL CONTRACTOR ISiO COORpTNATE wI1X All E%ISTIrvG CONDITDONAND TO PROWCEARRSTLUSSINSTPDAIWN.
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SYMBOLS LEGEND MATERIALS LEGEND GENERAL CONSTRUCTION NOTES DIMENSIONING NOTES PERMITTING&LOCAL REQUIREMENTS
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_ A .2 AS SELECTED BY G.C. 7'-0V X 2'-11 Yz' AS SELECTED BY.G.C. WOOD CASEMENT POOL HOUSE 6
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CO CARBON MONOXIDE DETECTOR - 1 1 _6'-0'X6'-8' "AS VERIFIED BY G.C. HARVEY THERMA-TRU FRENCH DOORS POOL HOUSE
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HD 135 DEG RATE OF RISE HEAT DETECTOR : 'ALL QUANTITIES TO BE VERIFIED BY G.C.BEFORE ORDERING -• - NO.5021
•ALL ROUGH OPENINGS TO BE VERIFIED IN FIELD BEFORE_ORDERING NQRTQN
FL FAN LIGHT - .'FIRE RATED DOOR B-LABEL 90 MINUTES -
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L DETAIL 1/2'WALL SHEATHING—EIS SHALL BE INSTALLED MH THE STRENGTH AIZ PARPllEL TO THE STUDS.(LONG WAY VERTICALLY.80 COMN,ON NAILS.W EDGE/12SIELDI UPPER PANELS SHALL BE
ATTACHED TOTHE TOPMWBER OFTHE UPPER DOUBLE TOP PIATEANDTO SANDJOISTATBOTTOM OF PPNH.PROVIDE SOLID BLOCKINGAT ALL HORQOMAIJOWTS NAILLD AT 3.O.C.ISTACGEREC.B '
GABLE END SAID WALLS SHALL BE CONTINUOUS SECOND FLOOR TO ROOF—RAGA.REFER TO GENERAL NAILING SOIEDULP UNLESS OTHERWISE NOTED.WHEN RAFTERS MEET TOP PLATE,RAFTERS ISSUE FORPERAFT 08.17.2015
SHALL eE SECURED i0 DOUBLE TOP%ATE WIR11115Y.1PSON HI HURRICANE Bf Q EACH RAFTER.SNWSON LSTA24 RIDGE STRAP CONNECTOR p EVERY RAFTER.
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COMPACTED GRAVEL RAFTERS OR TBLLL SPACED)RUSSW/OGBO OvERNV GARS,4'EDGE/OTJELD RN1BOARD TO RAFTER=]-16D COMMON NABS®EACH END -
GABLE END W—RAKE OR RAKE TRUSS W/O GABLE OVERHANG-ER COMMON HAD,b EDGE/DGEV
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FLOOR FWV4WG:
WAIL SHEATHING: BLOTTO SBL.TOP PLATE D GIRDER N NALS 0 EACH NAILS PER TOOT FLOOR PAWS
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O o.5 70
NORTONTON
MAS U E79
-------------
REAR ELEVATION ,� LEFT ELEVATION �� BUIDLING SECTION ��FLUSH RIDGE OR HIP BEAM DETAIL =0EF°RPERMR B.2. ,5
SCALE:1/4'=1'.0'
AS NOT
I DMWNRY: CRL CHEQ®BY: CMC
D—M FW-
ELEVATIONS.
- - SECTIONS -
. - - DMVINGNI L
A2 .. 0
30EUONYMOUS ALA US
COMPACT BURNING BUS
4 TAXUS CUSPID TA
COLUMNARIS YEl '.^ ERICAN HOLLY ��',
�� 3 VIBURNUM DILATATUM - �_; �_',J� U
�I {y LIN��D♦♦EN VIBURNUM. """!ll..���ttt111 �'� /
q�F .10 RHODODE DRON'OLGA MEZZIT W O O ID y Z
IX
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,ry 17...,+ `a` p .'+� '* w- a as`i,i'' ``��"'�.'�"`",.. '�--r §•`�- -'J ` ,�' ."'f,� FAGUS GRANDIFOLIA 14•
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ne
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7
W O O D 4
C RNUS K 12'
- vKOUSA DOGWOOD \
CERCIS CANADENSIS 'REDB '1
AMELAN HIER LAEV 12'
SERVICEBERRY�` f7al Grp _ Q
.!ce, 5 ILEX OPACA AM. HOLLY_ B' r !� E
64
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/.; ARCADIAN
ASSOCIATES
LAND
rs PLANNING/DESIGN
J
Vill, � l � � � / -� PO BOX„19
�, i �/ / "r(�:✓�'. - ` I�� /.. `\. '�-/ \ / WEST
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12•LONG ew RE-BAR Erwn•1Nro
EXI9TING rOUNDA170N®I2'O.C. .
---- ——— -------------b ----
II -- ——— ———— -- -- — —————
I I WISE•SURMA•J0W-ARCfff=
24 A
SMNff VBlI'I S4O.,10
I I FOUNDATION B } p I O c MA
VVHAAAAA
CA9T.M.MACI OONm LTE ML FOATRDN O1 PROPOSED ADDITION - pF0
wAlll""I6'wDa12'111P mB I ��� yl�
I.' I 9PRCMR)O NG MMMIMa'•aBBDNGRAC! �GJO�Y O �Cl
NEW N11L BEAM ABOVE Q
I I O
I
wa TO BE D W WOR ll y
M I I UWW
NEW CRAWL SPACE I IQIC
.. I I a-REJNI'DR=COMBER gild PROVIDE NON ACCM OPINING TO IrzTDt 12i AN01aRBaTB "1 - I - I .I Q>N`nNG)
NG)
OVM 6 MIL POLY VAPORBARR M CRAWL SPACE-1"4'MIN.DIMS. ?' 614a O.C.MIN:12TROM CORNERS
OVOt B'WA9n®STOW ML ACTUAL LOCATION T.B.D. }
I I B•TnrCRCA9r IN PLACE C ONCREM
l 4
FOuoATONrvN19000P9iMM, S'•o'WIDE
.s�nWn I I L-———————————
Ep9TING FOUNDATION WALL 4' 4 - W CASED OPENING
a9• I -
LIVING ROOM
zk4•wSWAr cgNtzuDl><s eerrin -
I (3)fa BARS CONRN)w9 ALONG Mm$TING) ..
BOTTOM P FOOIMG
I,• I
E7IISMNO BASE ENT e �—FOOITNG TO R0T ON UNDEnuRBED MUSIC RM i NOTES
OR FULLY COMPAMW 9016 4
- MIN.4'BMDW HN&W GP" 4
° I 12'LONG B4 A6BAA Bmn•Mro TYPICAL FOUNDATION DETAIL i
I L _— B(9nNG FOUNDATION®12.0 C. 9CME:Im 1'4? ryaNe
--------------
FOUNDATION PLAN B'•2 a'-1a I FLOOR PLAN
too SCALE: 1/4'— 11A' 1a-a
(2)9 12•WL n6•DHL (2)9 12'LVLNGOBt
rpm PST. ILL R SAl[CAL
9 12-TJI
' REVISIONS:
� y
NEw 9T�BGM 312-BCH®UIE 409i®.PIPE CNRRI - ._ - .._ .._
- BEARINL 1'G ON BUSTING FOUFOATION
TY „ .. ... .`.'
. � PICAOA BOTH QBGM `• ' '. - - .
9BCURENEWF=KJOWSTODMNGR)MJOrT - ' - - .... ...
WITH METAL JOEA MANGBU'.T'PIGL - - - _......... ......._ .... .........
..... .. ... ... ... ...
41)
. .
• 0 .. _.
.. .... -.................
Altaatioms and Additions to' n
E7IISMNO BASEMENT
-- The Newton Reidemce
t
Rod
Cotak MA
Trim
` P EXISTING Cn0.44L( ws
S � 0
iron SCALE:As Nobd
DATE:MARCH 30,200
DRAWN:GJ"
9 12•TJ1 1505 6I6'O.C. FLOOR PRANUNG-PLAN ROOF FRAMING PLAN DRAovII'tG:SCALE: I/4'— I'•d' _ - SCALE: 1/4' -
A=Ol
.. ®W6H•S'UAMA•IIfN0.S•AAC47PRN�FA
r
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BMW BEIVW
NG NOUSC DCT%m WISE-SURMA•JONES.ARC�IlTECPS
24�B.d.
Na Bdd d,m
mm4rT
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GINO�,ORY D
No.7 ;?
® ® S.C,AR gJl1i.F, C�
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BLY01m
FTTI
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REAR-ELEVATION FRONT ELEVATION SIDE ELEVATION NOTES
SCALE: 1/4'- P-a SCALE: 1A-- I-.a - .. SCALE:-1/4'- P-aTj I i
® M F=—
n
- MOC DEW TO M6TCM `
STRUCTURALMW
REVISIONS:
VIEW TOWARD SIDE YARD VIEW TOWARD REAR YARD
�, .':,.ie.-:r,.•e',...:.� STRUCTUWLLBCV
..... -...... ...
BCiQA f ...................
Aite�atiom and Additions to
The Newton Residence
VIEW TOWARD KrIUBEN VIEW TOWARD MUSIC ROOM _ e Road
TITLE
EXTSBIOREIEVATIONS&
BUEAPIG SEDCMNS
INTERIOR ELEVATIONS
SCALE: 1/4'- P-P _ - - - SCALE:As No4d
DATE MARCH 30,2005
DRAWN:GJAU
REFLECTED CEILING PLAN DRAWINGNUMBER
1W
SCALE: 1/4'.- Va -.
A-02BMW MR MMMU
s
.. .. .'®WW-SURbU-,MMS-ARCEUffiCIS
- WISE-SUM- -ARCHITECTS
24Ooftgftd
DPI RV7dvI7
L.C.Q.FLASHING - - ,�� D AR�
CONTINUOUS 2rB LEDGER
SECURED TO 506TING STUDS TYFICAL ROOF CONSTRUCTION:
30 WAR ASPHALT SHINGLES TO MATCH edSTING
12 OVER 300 ROOFING PAPER SECURED TO - o :. 381
4 I/2'EWTERIOR PLYWOOD ROOF SHEATHING ON �. Ivw_ _ Je -
ROOF FRAMING MEMBERS
FRL JOIST BAY5 WITH ILINENE INSULATION t `�� �•r .
MEMBRANE ICE AND WATER SHIELD AT ALL EAVES - v •B<�r" 4 Q' -"
OF -
'a.: {
PRE-FIcANfN15H TIE AT . RAFTER END -
METAL JOIST HANGERS - PRE-FINISHED ALUM.DRIP EDGE -
TYPICAL I/2'BWEBOARD AND,I.COAT
VENEER PIASTER ON ITS WOOD ALUMINUM GUTTERS AND
.. STRAI'PIN6816.00
D '
TO MATCH EXISTING
.: ..:. » ■B CEDAR FASCIA BOARD
.... c I CEDAR SOFFIT
. .. .. ............ .:. ..
BR0500#6017 OR OMUAL -
....
NNING TWIN - - • NOTES -
..._ ...... LC.0.CAP FLASHING
.. HEAD CASING TYPICAL COFFER DETAIL
SCALE,I Ur-147 -
REMOVE EKISTING EXTMOR WAu - ..
AS INDICATED ON PAN
- NEW DOUBLE HUNG WINDOWS-
NEW
TO MATCH WTING "
1/0 BLUEDOARD M V 510MCOAT
In, SMOOTH RASTER FINISH
Id WOOD CAP WfTH BUUNOSE EDGE
i
BED MOULDING-BR05QD600170R EOAL - -
_ 194 RAISTOCK .
r 4 2k 1/4' MOR2014TAL BATTEN STRIP
21.I/4'BATTEN 5TRIP5®IC O.C.VERTICAL -
MOF BOARD .
I TYPICAL DQERIOR WALL ..
AT NEW CON5'TRLIOTION
MAK SHINGLESMATCH EXISTING ON _
15i ASPHALT COATED BUILDING PAPER ON
1M DnT"GRADE PLYWOOD SHEATHING ON ♦ BOARD 1/4'MDP BOA f
. 2w WOOD STU05®16-O.C.-TELL STUD '
BAYS WITH R-15 FIBERGLASS BAITS 2k I/4' HORQOWTAL BATTEN STRIP REVISIONS:
INTERROR FACE TO RECEIVE POLY VAPOR BARRIER -
_ OfISTING RIM J015T WITH ALL JOINTS TAPED COVERED BY r
12'BU EBOAfRD AND I COAT VENEER PLASTER ......... ............ ... _._.._..
BASE MOULDING-BROSCO 4B65B OR EQUAL
...... .....
14 WOOD BASE
METAL JOIST HANGERS IH'SHINS _ ....... ....
TYPICAL AT NEW JOISTS HARDWOOD T*G 5TRIP PLlOORNG SECURED TO a - ... ...
- TH15 END AK'TW PLYWOOD 5UBFLOOR GLUED AND _ ...... ..... .....
SCREWED TO RAOR TEAMING MEMBERS ' " ., .: .......... - ..... ..... ..
TILL J015T BAYS WITH R-AO RD=LAS5 BATTS - .. - - ..
NEW CRAWL.SPAS ........ .........................
4'CONCRETE 5LA13 ON NY CAST IN MACE CONCRETE TYPICAL WAINSCOT DETAIL ..... ....... _....
6 MIL POLY VAPOR BOWER FOUNDATION WALL-5EE -OVER 6'GRANULAR TELL ORAWING S-OI - SCALE,I I/r-1'.0`
.` 2 COAT5 BIT.DAMPROOFING
APPLIED TO FOUNDATION WALL -
EXISTING BASEMENT .
Alterations and Additions to
n The Newton Rcsidcnce rz
- N e
Cduit MA
TLTLE
TYPICAL sx1 WR WAU SS=NS
SCALE:As ND6rd
DATE:MARCH 30,2005
CROSS SECTION. • DRAWN:GI/MJ -
DRAWING NEMUM
A-03
.. - ISSUED FOR CONMUC[R7N-
.. O WM•SURMA•JONFIS-ARC MMM
E -
t 6
5 �
LOT 14
F�
N 74•,32'16" E `
334,62,
DOG
/Q�� „ s APPROXIMATE CHILDS PLAY HOUSE
Go LOCAHON OF
ooSEPTIC SS 'STEM
1 .0f ACRES
2e o' DECK r EDGE LqQ�
1 � �
`Q N = „El CROACHMENVp
. k1
b 3(LQ' EDGE OF LA
WW
105.0' 10.1 WmooR
W --------_..-_---.._.-- .,.....:....- EXISTII`°G HOUSE . ,.�.
I— b
Q n t •- ,. y h ,o m
>
� -.. .• ,.` ` .` - ran
' WOK ^i�:� ��y . . ^..
30p
R 6ft wp r 4,
b r w
GH FE`fjCE p
STONE
Q PAVED DRIVEWAY I 16.2# PAno
,0
9
10 Ok,
-- N N STING pOp(_ is
°0)LO
"
16.2' g
M
N � N
Z _____._____ `_ 7s s�
I V�I
312.14' — ! CONCRETE BOUND
Fy
S 67.35'46" W W/ DRILLHOLE FOUND
O o Fa
S j� pk, ok, ok.
Wilk
F� SFa J'F� SF�
NOTICE
Unless and until such time as the original (red) stamp of the
responsible Professional Engineer, or Professional Land Surveyor
appears on this plan:
(A) no person or persons, including any municipal or other
public officials, may rely upon the Information contained herein; and
(B) this plan remains the property of Holmes & McGrath, Inc.
DATE DESCRIPTION raw hecke
R E V I S 1 0 N S
PLAN
CERTIFY THAT THE STRUCTURES ARE I CERTIFY THAT THE STRUCTURES ARE 1. HOUSE NUMBER: 106 OF EXISTING STRUCTURES
LOCATED ON THE LOT AS SHOWN, AND LOCATED IN FLOOD PLAIN ZONE X AS 2. ASSESSOR'S NUMBER: 56-77 PREPARED FOR
THAT THEIR LOCATIONS CONFORM TO THE SHOWN ON FLOOD INSURANCE RATE MAP 320NING DISTRICT: RF DAMD NEWTON
MINIMUM SETBACK REQUIREMENTS OF COMMUNITY PANEL NO. 25001 CO543J AND 4.FLOOD HAZARD ZONES: X FOR LOT 15 WHITMAR ROAD
THE BARNSTABLE ZONING BY"-LAW. THAT FLOOD PLAIN ZONE X IS NOT A &REFERENCE: LAND COURT PLAN 39614-B IN
HOLMES AND McGRATH, INC. SPECIAL FLOOD HAZARD AREA. COTUIT BARNSTABLE, MA
HOLMES AND McGRATH, INC. GRAPHIC SCALE SCALE: 1" = 20' j DATE: AUG. 20, 2015
aavq�z .S"
20 10 0 20 60 hoimes and mcgroth, Inc. ; t}
Michae! B. McGrath civil engineers and land Surveyors
Roistered Professional Date Michael Grath - 205 woroester court, sulfa A4 508 548-3564(PNONE)
Land Surveyor Registered Professional ( m )
Falmouth ma 02540 508 548-9672 I �
9 Dote >< inch _ :ro ft. _
Land Surveyor DRAWN: PJR CHECKED: ry
z. _
a
r��E-W I-0 ]4•�uAVID\,D G 215181 PP—R2.DWC JOB NO. 215181 DWG. NO.: 54-3-68 SH Fri
r
LoT /4
N S 74*33'19. W
334.61 Q
G \ � G.
14
ao006
LOT 15 ` � ,�
02 AG/g�S Zg `fi A� of STo�/�
T--ST- f4oL€ 301
� N HOUSE I�OP05�17 � ` �� I
rn L Z f'GI?)`1
�RAGG ZQ I0 2 37¢7A
cn 30 ~
I oo ' 26, 4
V oth I
�qCo
� (0 (DI �
3 . w _ oPos� w,
Q 312. 14 J'
N 87'38'46: i E J
/ L.o T /
J
s
P�N4a M��K
T� rN K)M =E-�6.cc�
1 . HOUSE NUMBER: 106 DATE DESCRIPTION DRAWN CHECKED
2. ZONING DISTRICT: RF R E V I S I 0 N S
3. FLOOD PLAIN ZONE: C
4. ASSESSORS NUMBER : 5 G--77 PLOT PLAN
5. THE NORTH ARROW IS DERIVED FROM RECORD PREPAREO FOR
PLANS OR DEEDS. THE NORTH ARROW SHALL D A V I D NEWTON
NOT BE USED FOR ORIENTATION FOR SOLAR
HEATING PURPOSES. FOR LOT 15 WHITMAR ROAD
S. REFERENCE: LAND COURT PLAN SW 148 IN
7. -TOFOOPAPNY PrPviC)LO 6Y tAV)n COTUIT- BARNSTABLE MASS
8 . DK1V17--WA-< GRAD)MG ►`, TEE R2SizoMS18)U-Cv/
SCALE: 1 = 20 DATE: SEPT 2, 199g,
' ho lmed & mcgrath, inc ��� ►ICHAFL `ry
civil engineers and land surveyors zr w-GRATH j
200 main street Na�3
f e li outh, ma . 02540 (508) 548-3,564
t Ct;sa: MBM CHECKED: 1j5
� �0 .7 DWG .%J SHEET i OF 2
SOIL TEST
BASIS 0 F' DESIGN -�--Finish grade above and adjacent to system shall slope a min.of 2% away from system. DATE OF SOIL TEST pEG 2.3 IS 5
4"diam.cost iron or Schedule40 PVC pipe (install with tight joints.) TEST TAKEN BY P. SUI.L)U�t
I. NUMBER OF BEDROOMS-A-(EQUIVALENT TO 4d0 G.P. D.) 20'minimum distance ( building to edge of leaching system ) — RESULTS WITNESSED BYJ. �ti'1-dtJ
2. GARBAGE DISPOSAL UNIT Y02'
10'min. dirt. PERCOLATION RATE 2 MIN./ INCH.
3. LEACHING CAPACITY REQUIRED CAD G.PD. i GROUNDWATER wo-r Ex6a)JTI✓R�ED
4. SIDE AREA 4-52 SQ. FT. , BOTTOM AREA S.Q. FT
5. TOTAL AREA PROPOSED 1076 SQUARE FEET R�Nlo�h E cnv S f 42 l G
6. PROPOSED LEACHING CAPACITY 135G G.PD. W Nt�1 JZ" or- SOIL LO
7. WATER SUPPLY TC)WN First Floor l=1NtiSN Gi DE
Ele�c=65.o0 . . N° 1 N° 2
8. PRECAST, REINFORCED CONCRETE UNITS Depth Soils Elev.I Depth Soils Elev.
FOR H-10 LOADING. P;, 1 f j o ' 62'�
r 6.3 3 �1 1� =� � � .�� '- � - - ram- L-oAr M
' S= 0.02 _X , UF356JL 1
R. s= a• s= o.of
level I Clean bockf ill
-- -- -
NOTES: 2"layer of%8"to3
/8"
- - l DIST l/1 T--0
00oeowashed stone.
I NO CHANGE TO THIS SYSTEM SHALL BE MADE UNLESS �'" SEPTIC TANK . BOX �, ,,, o� ��, 1500 GAL. o 0 0 0 0 00. �
APPROVED IN WRITING BY HOLMES AND MCGRATH, INC. „ -- - — . 6 Effective �'•o
Depth °
2. A COPY OF THESE PLANS SHALL BE KEPT ON w w •• ^- b w w w �, o 0 00 0 0
> > > > > > 3w Precast concrete , °o
SITE DURING CONSTRUCTION. Foundation c c c o
Design byothers - - - EL V=54, °c c LEACHING PIT b
3. A COPY OF THESE PLANS SHALL BE FURNISHED
TO CONTRACTOR INSTALLING THE SEWAGE DISPOSAL 3ft.�-•-6ft.diom.-43ft
SYSTEM. E �3ft.of:!Y4 to11/2 washed stone
PROFILE all around precast pit providing an
4. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL effective diameter of IZ ft.
Not to scale. eo-7 om CF H
OVER D!SPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. -�
5. SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN
ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRON -
MENTAL CODE.
6, BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR
SHALL NOTIFY HOLMES AND MCGRATH, INC. OR THE BOARD OF
HEALTH AGENT TO INSPECT THE SYSTEM AS CON -
STRUCTED.
7. SOIL CONDITIONS OTHER THAN SHOWN IN THE SOIL LOG SHALL BE REPORTED
TO HOLMES AND McGRATH,INC. FOR IMMEDIATE EXAMINATION .
�- 10 '- 6" All outlet pipes from the distribution box shall
Outlet beset level for at least 2 ft.from the box.
--- - - - - - - - - - —�- •- •--- •_ - - Knockouts _
_ I _
' J-� � INLET �-- -�--• N
_I __t OUTLET
INLET `:, ,, i ( :r : OUTLET All access Manhole covers for Septic Tank,
Distribution Box and/or Leaching Pits set Q. _
_� more than 12"below finished grade shall be Outlet
oo raised to within 12"of finished grade. Knockouts
I Heavy dutymetal frame 8lcover or reinforced
concrete cover over Ts where required.
—1 -- — -- — of — „
2-0 1-2
STEEL REINFORCED PRECAST CONCRETE d Precast concrete
DATE DESCRIPTION Orawn by Checked by
tank riser A','p�' Concre#e p.covei:G ; ° p 2" . N
I_ 3„ a• Conc`.cover R E V I S 1 0 N
Removable covers---- _ A' ` a INLET
_ �- �- '- :=• -- °..` „ --�- �41/2" INLET-� , , :p r:= PLOT PLAN - DETAIL SHEET
i" Outlet y� Outlet
3 min.clearonce required --- - -'' -�-( OUTLET-�- Knockouts �� �; Knockouts OF PROPOSED SEWAGE DISPOSAL SYSTEM
INLET �� UTLET 13 -INLET T 2„
:2 min-inlet to outlet 6 min. °: 2 min.
_ �-- " A a - --- -- — p-, - �: PREPARED FOR
Liquid level - -" ,� 1 in --
10 min. _ 14 _ _ o min. ;A , ° 6 min— - '
-f_- cs — min. - a - - — _ — — ;4 DAvID N�Vv-T
-n O ca �, . . a ,o _Q . •o: ab p z CAN
D d. . �-
E i I -_ - ---- — FOR LOT f5 q1-i \A4A1Tf�4R R It t
— O� --- -0.0 -- — TYPICAL DISTRIBUTION BOX
- � , -0
� , ' -"v-.Q' SCALE: I " _ I'
---- -' -' — --- Scale As shown Date:-- T' Z, 1992..
A T� } - - .T- •-°.=- A- .- - -- n , .�- 4 r2 h o l m e s and m c g r a t h , inc. EL S.
� •+ M TH -+
civi I engineers and land surveyors
--- 10 - 6 5 -- g
200 main street
folmouth , ma. 02540
TYPICAL 1500 GALLON SEPTIC TANK
SCALE:3/8" = I'-0" Drawn By ME Checked By M3r-z>
JOB N2 9ZI75 DWG.N° ft::4-3-6 SHEET 2 OF •2 CIVIL ENGINE