HomeMy WebLinkAbout0094 OLD CRAIGVILLE ROAD - Health 94,clld Craigvil.le Road
Ayatuiis
A= 248-117
TOWN OF BARNSTABLE
LOCATION 7l/ Old )I fit!L8 1261 SEWAGE#
VILLAGE Q°�Ham n t.s ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. (��e-flQ 4 Ode C S?h} Y0o28
SEPTIC TANK CAPACITY /Stld / n
LEACHING FACILITY:(type) 12-0� Ak fbee P °B'(si e)
NO.OF BEDROOMS
OWNER %4om4S Mox/,Ad
PERMIT DATE: COMPLIANCE DATE: // b 3 2 o
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching.Facility N,, 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
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No. P_0�q 3 �
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zippiiration for Misposal Opstem Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.Cm OLA 1✓";Ca.v ve Owner's Name,Address,and Tel. ",a .q/rY
Assessor'sMap/Parcel Z,��I1l-7 5� /
Installer's Name,Address,and Tel.No.C4%ou0;c(- e4401'pl" Designer's Name,Address,and Tel.No. Cin j _2, LA �zc.IALS
!3ox -7b3 7 cr�ssl P-�z.%A
Ll 2X g02,9 C:E=,vl_cQ llc- dyA feces 1e rnra
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 3,k 3 0t sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.re uired) 3 3o gpd Design flow provided -3 S5. 2,0 gpd
Plan Date 20,0 Number of sheets Revision Date
Title q `( 0lJL Uzy2 ,,�U c _
Size of Septic Tank 1 Sp0 5d�L Type of S.A.S. '5Tone_\e.S ¢�
Description of Soil
Nature of Repairs or Alterations
(Answer when applicable) 14—10 1$'0p T h 14-10 1>-t3 C,
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date
Application Approved by - Date
Application Disapproved by Date
for the following reasons
Permit No. 9-00 01 ' ,7$ S Date Issued
T Fee f
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN-OF-BARNSTABLE, MASSACHUSETTS Yes
application for Zlsposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.c t{ O LA Owner's Name,Address,and Tel.No. Div„n,•�$ d-1 Utz,Q/T
Assessor's Map/Parcel zy��i 1� 5QY�.%q
Installer's Name,Address,and Tel.No.(f apt;ce l;n)t� 'fir, Designer's Name,Address,and Tel.No. C r �V'Qt,
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4,��f/1)t.>a.1 t��6� 1
rc�C�`>Tc}raSC Mh
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building S i nc Ve Fd-1m k, No.of Persons Showers( ) Cafeteria( )
F
Other Fixtures
Design Flow(min.required) 3 30 gpd Design flow provided 3 SS. 2,0 gpd
Plan Date 1/ I 0 Z O d cl Number of sheets Z- Revision Date
t
Title ci i 0(A
Size of Septic Tank 1 5oc - �,PL Type of S.A.S. 'ST0,1 e.\es<, i(-2
Description of Soil
o e(iAln r3Zi�E
Nature of Repairs or Alterations(Answer when applicable) 1-1-10 1 j by C?ya L T / 1`b 4-,)o
Date last inspected: .mG�t
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 and not to place the system in operation until a'Certificate of
Compliance has been issued by this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. I �j F Date Issued "�d
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CE�+RTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�() Upgraded( )
Abandoned( )by 1 A,�t�..)•j A 1—_,q�r/o/a ' S U e
at QL/ O CI C-VL.A c U, r1 0 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. A OG —3 95dated ' " 90— &19
Installer ��, �;,°o G yt t/f/ „e� Designer ti Ha�Ixa ,.%k.,% L a,a✓L_LN
#bedrooms Approved design flow gpd
The issuance fof this permit shall not be construed as a guarantee that the system will function as designed.
Date f " a 3—O Inspector -
___-_._-____.�.__�.n=-_.__._.G.�.__ 2..ry. ,__, _'.�_-_-___....___.____.�_._.__.r_.�_._v_____...� __----�---------.____-------•-----_..�,-wy \1 -----_-�_�.
No. 1 ^ >15 JC Fee (V V
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-.BARNSTABLE,MASSACHUSETTS
bisposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair(,ke) Upgrade( ) Abandon( )
System located at �y L QLCX (LW2,A.,'c k�
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:Construction must be completed within three years of the date of this permit!'
Date 1 ("-a-O_C)! Approved by
V-
11/24/2009 08:46 5084775313 ENGINEERING WORKS PAGE 01
Town of Barnstable
Regulatory Services
Thomas F. Geller,Director
1
Public Health Division
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax; 508-790-6304
Date: (I -v-i orl Sewage Permit#2oD�- 3 Assessor's Map/Parcel 214 T- 1 1-7
{
Installer&Volimer CoEgAM900 EU Q,
Desigaer: g+ tj;,.{rj- W )n C . Installer:
Address: n W, CrO.c I- -�1 cA � Address: O• '` �0
00
was issued a permit to install a
�) (installer)
septic system at OIC� Crat ! d based on a design drawn by
address
CAE",r to T. F dated t 1 1
I certify that the septic system referenced above was installed substantially accordingto
the design, which may include Trainor approved changes such as lateral relocation 0f the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
I certify septic that the is system referenced above was installed with m�or changes (i.e.
' lateral relocation of the SAS or any vertical relocation of any component
than 10 late
l r Plan revision or
of the septic system) but in accordance with State 8t Local Kegulations.
w Stri ut if required)was inspected and the soils
- b designer to folio pv (
'fled es built
certified y �
were found satisfactory.
r ZN 0F M,qs
a�
PETER T.
McENTEE
CIVIL
No.36109
(Designer's Signature) A ix De
PLEASEB TAB P I N E
01V W INUX B
9
.b{�r0nns\4"jgDwoa'bfuxrioe fbrm.doc
Town of Barnstable P#
Department of Regulatory Services
X&MPublic Health Division
�prf4 �►`b� 200 Main Street,Hyannis MA 02601 Date 0 D
Date Scheduled 1
Time—�`— Fee Pd, b o
SOU Suitability Assessment or Se
.f wa e Da posal
Performed By: ,
Witnessed By: (j
Location Address
LOCATION & GENERA:L INFO
q Did C �
�L�t ,,, � INFORMATION
� ( Owner's Name
, e C� Q�
j ��✓tt Address
2(„E$ t
Assessor's Map/Parcel: ���
t Engineer's Name
NEW CONSTRUCTION
REPAIR
Telephone#P Z$- 4 O-L
Land Use
Slopes(%) Surface Stones Aj/ A,-
Distances
from: Open Water Body-Fft possible Wet
1 Area ft Drinking f
l g Water Well Drainage Way
—41 ft troperfy Line -_ft Other
f[
S 'TCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in Proximity mity to holes)
- ti1
G l.9 6ZA-k&VILLC �cil�D
Parent material(geologic)GIS�aoA GUv---0 " �+
Depth to Bedrock,
Depth to Groundwater. Standing Water in Hole: 7 j o (k,
Weeping from Pit Face
Estimated Seasonal High Groundwater._
7 i7d
DETERMINATI
Method Used: ON FOR SEASONAL HIGH WATER TABLE
.
Depth Observed standing in obs.hole:
Depth to weeping from side of obs.hole: in, Depth to soil mottles:
Index Well# in, GrOundwulerAdjustment tn.
Reading Date: Index Well level fr.
1 Adj,factor Adl.Groundwater 1xyel
Observation PERCOLATION TEST bate-
Hole#t 4 ---- Time.—
Time at 91,
Depth of Pecs '3(v )�� -
1 Time at V
Start Pre-soak Time @
Timc(9'-6")
End Pre-soak
Rate Min./Inch Z
Site Suitability Assessment: Site Passed
Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division
Observation Hole Data To Be Completed on Back----------
***If percolation testis to be conducted within 100' of wetland, you must first'notify the
Barnstable Conservation Division at Least one (1) week prior to beginning, y
Q:4S EPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole# ,
Depth from Soil Horizon Soil Texture
Surface(in.) Soil Color Soil Other
(USDA) (Mansell) Mottling (Structure,stones;Boulders.
an istenc % ravel)
DEEP OBSERVATION HOLE LOG Hole# 2,
Depth from Soil Horizon Soil Texture
Surface(in.) Soil Color Soil Other
(USDA) (Munsell) Mottling (Structure,Stone:,Boulders.
6 '0� r Lei�n��Z nsistengy.%Grave. l)
—3Z S L LG (2-s!
kG (? 5-
i
I,
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil
Surface(in.) Other
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Co i to c 9' Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
Consi ten I
Flood Insurance Rate Man:
Above 500 year flood boundary No— Yes �7
Within 500 year boundary No Yes
Within 100 year flood boundary No
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? 2S
If not,what is the depth of naturally g occurrin ervi�us material?
p al
Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of.Enviro mental Protection and that the above analysis was performed by me consistent with .
the required tr ' g,expertise and experience described in 310 CMR 15.017.
Signature Date 1 1 t G
Q:\S.PPTIC\PERCFORM.DOC
•
t
, -
• LEGEND
N Qom S �' ? j•�
EXISTING CONTOUR WEST MqtN
Benchmark EXISTING CESSPOOLS X' , '`1 ioo street a'� ':
.sa —EXISTING SPOT GRADE
TOP OF CONC. BH CORNER TO BE PUMPED & FILLED
`S 102 PROPOSED CONTOUR Pine J`
EL.=101.26 (Assumed datum)
W/SAND AND ABANDONED l� —W EXISTING WATER SERVICE
(SEE, ALSO, NOTE 11) r • _ -
_ - ® TEST PIT �,�ea Ln '
�99 BENCHMARK a N ��a LOCUS
r t g
' - - p(� � _ .. ., t 3 -r" ,.eZ• °� g aclOttO. `pj J O�S � , .3.a .
48'44'55" E o A,
10 ,0 \ 106.31' 99 64 • 9 9.6 3 / C DH
20DI LOCUS MAP , —
P L1_1Q1_LJ ,, tv
t
\1 •+AI _ '- � GENERAL N
100.55
20D TP_1 I— r,` 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
�p I I I 99 62 BOARD OF HEALTH AND THE DESIGN ENGINEER.
100.50 o� 2 TP-2` J 37 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS , 3.
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
edge N 000
6D 16D w LOCAL RULES AND REGULATIONS.
i 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE. BACKFILLED-PRIOR
�2 �—PROPOSED SEPTIC TANK TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
3
)� OF ,2 \i °0 cv DESIGN ENGINEER. ' <.
iI- 100,36 9 40 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ';•
° .3 rn a, g �, FROM THOSE SHOWN HEREON SHALL BE REPORTED TO-THE DESIGN
��N iV ENGINEER BEFORE CONSTRUCTION CONTINUES.
N EXIST. SEWERS 'f ' 3 w 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ,M`
M IN VS.=98.92�/ 10 1
iEXISTING gal 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF.
Z 1bD 4� 99 24 THE CONTRACTOR OR _OWNER TO NOTIFY THE LOCAL BOARD OF
HOUSE(#94) r HEALTH -FOR PROPER INSPECTIONS DURING CONSTRUCTION t'
T.O.F°=101.26 r
. I �%6 s.�' � _ � 7. WATER SUPPLY PROVIDED BY' TOWN WATER. SERVICE.
99,16,
i C WK978 V 8. THERE ARE N0 WELLS WITHIN 150' OF THE PROPOSED.,S.A.S. ¥*,
i 99.62 0� 9."ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
/ 2� AGREED'UPON BY OWNER AND CONTRACTOR OR OTHERWISE`.
x 100,20 x 100,38 d�\, t $..
DIRECTED BY THE APPROVING AUTHORITIES.
x 100.62 j LO�e 10. IT SHALL BE THE RESPONSIBILITY OF. THE CONTRACTOR TO VERIFY
99,32 F THE 'LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING,
H 'CONSTRUCTION: = } f
(LOT 1) ' 99,57 23 1A.' WHERE REQUIRED, CONTRACTOR SHALL•REMOVE ALL'.UNSUITABLE°3SOILS
APN \248-117,,E �16D , IN THE AREA BENEATH AND, FOR 5' ON ALL SIDES OF THE SAS.,AND.
I-- REPLACE WITH ,CLEAN SAND AS SPECIFIED; IN `310 CMR"255(3).-
13,0,0 S.F.t, row -
12. AREAS REQUIRING -STRIPOUT OF.UNSUITABLE MATERIALS SHALL BE `.
18D INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
i 32.16' �_ 65.61' 99,16 ����° ��� OF MAss9 13.r'THIS' PLAN IS TO BE .USED :FOR• SEPTIC° SYSTEM PURPOSES;ONLY AND `
ryG IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY..
N 51°06'40" E �F3D'Ir r1 N 48'44'55" E o PETER T. k . _
�98.98 .. g McENTEE
..
0 99:68 edge of pavement
99'l0 98,47 98;01 0 C'35109 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
RFciS1E��° 94 OLD CRAIGVILLE ROAD, HYANNIS, MA
OLD--
r _ , v��/� '//� / � ROAD
_ •��_ . 6y .,Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA`02632
V L t1�i Engineering by: SCALE DRAWN JOB.,NO. {
•a, OWNER OF RECORD Engineering Works, Inc. 1„=20' P.T.M. 221-09 Y
MORIARTY, .THOMAS P 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
p..a 94 OLD CRAIGVILLE ROAD
HYANNIS, MA 02601 (508) 477-5313 11/18/09 P.T.M. 1 Of,2
_
,
r
f
„ y
3
,r NOTEfJO PREVENT BREAKOUT, THE PROPOSED =f
FINISH GRADE SHALL NOT BE < EL.97.3
' °•FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S. BACK OF HOUSE
SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET &
INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT •
OUTLET AND SET TO 6” OF FINISH GRADE
T.O.F. COVER SET TO 6" OF GRADE 66
F.G. 100.Ot
N
EXISTING F.G. EL.=100.3f F.G. EL: 100.0t `
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
CID ro (3
' INSPECTION
L 32'(MAX.) L 11' L = 8'(MAX) I j
® S=1% (MIN.) ® S=1% (MIN.) 0 S=1% (MIN.) PORT O r
4"SCH40 )VC.
VC 4"SCH40 PVC 4'SCH40 PVC N 1 0 1 �•
1D"I 6" p 1
4" 10.38" TO f
INV.=98.25 48" LIQUID INVERT LEVEL _
GAS INV.=97.89 PROPOSED INV.=97.72 S ROWS OF 4 UNITS AT 5.0'/UNIT = 20.0' �1 4 2'�{
INV.=98.00 D—BOX INV.=96.87 SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED SEPTIC TANK S.A.S.LAYOUT
ESTABLISH VEGETATIVE COVER
TIE IN TO EXISTING SEWERS AT BACKFILL WITH CLEAN NATIVE OR
HOUSE, INV. EL.=98.92 VERIFY PERC SAND TO TOP OF CHAMBERS 21,. 6-4' POLYSEAL OUTLETS
2" 2 1-4"POLYSEAL INLETS
BREAKOUT=TOP
NOTES TOP ELEV.=97.33
INV. ELEV.=96.87
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE. Q
INVERTS, PRIOR TO INSTALLATION. `� 'in
BOTTOM ELEV.=96.00—"
2) SEPTIC TANK AND D—BOX SHALL BE SET LEVEL AND 5' MIN. ABOVE BOTTOM OF 2.83 Do
TRUE TO GRADE TN A MECHANICALLY COMPACTED SIX T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=14.2'
INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2). EXISTING SUITABLE N Top View D—BOX Section
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=90.00 = MATERIAL
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE SEPARAUSE 5 TONSBETwEEN OF DEACHC 36HC UNITS ROW & NO S OINE NO 63.25"
AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL.
r
N.T.S. TYPICAL SECTION
16"
DESIGN CRITERIA SOIL LOG 34.5"'
NUMBER OF BEDROOMS: 3 BEDROOMS DATE: NOVEMBER '17, 2009 (REF#12,758) A
SOIL EVALUATOR: PETER MCENTEE (SE#1542)
SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON R.S. TOP VIEW
DESIGN PERCOLATION RATE: <2 MIN/IN. HEALTH AGENT
60„
' ELEV. TP— 1 DEPTH 'ELEV. TP-2 DEPTH DAILY FLOW: 330 G.P.D. 100.o A o" 100.o A FRONT VIEW SIDE VIEW o11 END CAP END CAP
DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM END CAP
10YR 4/2 4 10YR 4/2 REAR/TOP VIEW
GARBAGE GRINDER: NO `• � `
99.3 91— 99.3 91, e :
LEACHING AREA REQUIRED: (330) = 445.9 S.F. B B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
,74 - , 10YR 5/6 10YR 5/6 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 97 3 C 32 97.3 C 32"
36" 4640 TRUEMAN BLVD
HILLIARD, OHIO 43026 Arc, 36HC DETAIL
PROPOSED D—BOX:: 1 INLET, 5 OUTLET .(MINIMUM), H-10 RATED . PERC, ADVANCED DRAINAGE SYSTEMS,INC.
48:`r
COARSE SAND COARSE SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
• .
USE 5 ROWS OF 4—ADS Arc 36HC UNITS WITH NO 1OYR 5/4 1OYR 5/4 94 OLD CRAIGVILLE ROAD, HYANNIS, MA
SEPARATION BETWEEN EACH ROW & NO STONE >20% GRAVEL >20% GRAVEL
' Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 ,
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) i Engineering by: SCALE DRAWN d06. N0.
(Arc 36HC Units) 20 UNITS x 5.0`,Lf„ x. 4.80a SF/LF 480.0 SF so•o 120" 90.0 120" Engineering Works, Inc. NTS P.T.M. 221=09
PERC RATE <2 ,MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO
DESIGN FLOW PROVIDED. 0.74(480:0 S F.)` = 355.2 G.P.D. NO GROUNDWATER ENCOUNTERED (508) 477-5313 11/18/09 P.T.M. 2' of 2'. 1.
ry s
..., - � s - - 6. ram., xyF ?' �_—_ .. • ', , ,.. 's �. • C '!III. . 1; �'"'
a rvn ,
Notes:
275' 0 5-1 U
(f� All new Anderson 200 Windows
6' // Move Bathroom Window
8"� All Ceiling joists Raised to 7'6"
�J Cedar Back of Door at Closet
L J All Rough Plumbing is Existing
�—4'11"—� Reframe ceiling height at Stairs
Std. DBL Window
Bedroom 1
b Storage A c°llar Ti
Cl
/)
R-30 Insulation
x8 Ceiling Joists Existing Move Up to new h h
New Walls 2 X 8 ROOF RAFTERS
w R-13 Insulation in Walls 1/2 CDX PLY ROOF
16'0"
R-30 Insulation
Open length of House
TV S" DRIP EDGE
10,0" 151b VELT
2x4 Wall Around ASPHALT SHINGLES 3 TAP
Chimney
10'0" 2x10 Floor Joists Existing
Chimney 1 X 8 FACIA
Walk-In-Closet
1 X 6 SOFFIT
3'4"
1 X 3 STRRPING
1/2 SHEETROCK
� TYVRK AND WHITE
`G 1/2 CDX WALL OVER 2 X 4 STUDS CEDAR SHINGLES
2x6 wall
Stairs Correct Ceiling Weight To 6'8"
OO From Top Of Tread Below R 11 INSULATION
5/8 CDX SUB FLOOR
Move Window Bath
2 X 10 2 X 10 BOX
T 2 X 6 PT PLATE ON
I@ O�
O 6 SILL SEAL
AA Cedar Closet R 19 INSULATION -T
A" a" ' 81° AA
ZL
JL__ 2x6 wall
8" CONCRETE POUR
�} 3000 lb. MIX
Bedroom 2 3•p 4" CONCRETE
FLOOR
I m
� 1" X 2" FOOTING
P 2'0„
. Q
= 17,8. SC
�— `i' Existing Frame Detail Existing
o AA
o SCALE 1/4"=1'0"
x
a �
.. I
Co
Not To Scale DRAWN BY:
25'5" S.M. LeBARON
PLANS FOR:TOm & Kathy Moriarty 508-775-6027
94 Old Craigeville Road
Hyannis, Ma. 02601 DATE:
2nd Floor Layout SCALE: 1/4 ,-1• S.M.LEB
RPPRDVED BY: DRAWN BY:
DATE:Sept. 1,2013 REVISED 1190 s ft. STEVEN M. LeBRRON
SCALE 1/4 q S
PROPOSED: Finish Existing 2nd Floor M
DRAWING NUMBE L
Remodel 1st Floor Bath & Study
Existing Kitchen Existing Kitchen
t
Living Room
1z,y„
b
New Study/Office
0
> d
5 > a
0
o � �
\FirPlace
Remove Closet Doors
Sheetrock Opening
3't"
OCloset 2'0" Stairs O O Stairs
New Bathroom
Hall
sro° F) Glass Wall/Door
�mx u
4"x4" Shower
Closet II
6
Tile °
_ Linen +6
0 Seat
6
2 Bedroom
- 1 �
Sewing Room
I3'IP
0—�Sfc'
ting 1st Floor New Renovations
DRAWN BY
RLE 1/4"=1"0" SCRLE 1/4"=1'0"
S.M. LeBARON
PLANS FOR:Tom Moriarty 508-775-6027
Not To Scale #94 Old Craigeville Road s
Hyannis, Ma. 02601 DATE:
SCRLE: 1�1,2013
RPPROVE0 BY: DRAWN BY:S.M.LEB
DRrE: REviseD: STEVEN M. LeBRRON
Se 385 sq.ft. 140M
PROPOSED: 1St Floor Alterations D AWING NUM
2T5"
qP -
Std. DBL Window
Bedroom 1
Storage {
Is
OHO O s
2x4 Wall Around
Chimney
Notes:
= Walk—In—Closet Chimney
All Electrical Placement is Ment to be a Guide
3'4"
All Electrical Shall Be To Mass Code
Owner To Determine Lights
Owner to Specifie Switched Outlets
2x6 wall Stairs Correct Ceiling eight To 6' "
OFrom Top Of Tr ad Below
i
Move Window Bath
�O Cedar Closet
A
AA a 6 AA
L2x6 wallqp
6 0 4,1„
Bedroom 2 0 3'0^
x
rn
L 1
O
x
CID
7 ell
IS
o
E
DRAWN B Y
S.M. LeBARON
ll'3° PLRNS FOR:TOfn & Kathy Moriarty 508-775-6027
HyOldis,rMa eV02601ille oad DATE.
SCRLE: l/4u-1 RPPROVEO BY: ORRWN BY:S.M<LEB
2nd Floor Layout DATE: REviseo: STEVEN M. LeBRRON
Sept. 1,2013' IMOM
SCRLE 1/4"=10" PROPOSED: Electrical
DRAWING NUMBER
I