HomeMy WebLinkAbout0318 WAKEBY ROAD - Health 318 WAKEBY WaaCf -
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1 v VY 1`t yr UKt<1`iJ t HISLL;
LOAN,£L� W,dx �—nay SEWAGE#
VILLAGE ZV,�-,'V///S ASSESSOR'S MAP&LOT_Q�
INSTALLER'S NAME&PHONE NO. A-C
SEPTIC TANK CAPACTTX /aa 0
LEACHING FACILnY:(type) i,�-F/ZZILIAz rr S (size) y /1
NO,OF BEDROOMS
_
BUILDER OR OWNER
PERMTTDATE: D COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
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http://issgl2/intranet/propdata/prebuilt.aspx?mappar=043045&seq=1 8/22/2013
TOWN OF BARNSTABLE t/
LCZAT-1ON 21,:F- <il/d�L�r 6f SEWAGE #
VII.L'AGE /h,� ASSESSOR'S MAP & LOT 'D
INSTALLER'S NAME&PHONE NO. A//®Ci4,0 /`0
SEPTIC TANK CAPACITY Iffy
LEACHING FACILITY: (type) I Ar rZ17 ,4 To/Z-S (size)
NO.OF BEDROOMS
BUILDER OR OWNER PERMITDATE: �100 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
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O
NY 3 l 2c.0
TOWN OF BARNSTABLE
LOCATION _s/� �� T,i. SEWAGE it `GLJ
VILLAGE /'1/ r//S' ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY /moo 0
LEACHING FACILITY: (type) [y T�Zf% TO/7
(size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE: Q�
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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)
Edge of Wetland and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
Furnished by Feet
Oct E�
Q . �
No. �t'1fID " �l`J Fees
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zipplication for Migpooar *pftem Cott.5truction Permit
Application for a Permit to Construct( )Repair( )Upgrade W)"Abandon( ) ❑Complete System . Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
Assessor's Map/Parcel l,`'� _ O 0 I
Installer's Name Address and Tel.No. Designer's Name,Address and Tel.No.
i� vets
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow � Z_>_0 gallons per day. Calculated daily flow 731-3 1 gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank � b.1-- - L6 A Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) �Sl Al\
ta— '�A G`�R�Gr (a li+ aL( d�� Jam,S (A,/
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 Certifi-
cate of Compliance has a ���
Signed `� Date
Application Approved by Date .3 43,^ �
Application Disapproved for the ollowi g reasons
Permit No. �2,cov /sue Date Issued
No. ��� ..�.Ms Feei�$ �
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter:
4Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
;} Application for �Diopooar *p6tem Construction Permit
Application for a Permit to Construct( )Repair("""��n)Upgrade(Abandon( ) El Complete System Individual Components
Location Address or Lot No. ��pcJ C �(a ! Owner's Name,Address and Tel.No.
0
Assessor's Map/Parcel l.` �, ; �` cC-I
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
1M i c�- fie-s p-0 L
Type of Building: �^-�
Dwelling No.of Bedrooms C Lot Size sq. ft. Garbage Grinder( )
Other Type of Building T No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow '�`?.7� gallons per day. Calculated daily flow 2..__ ci gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank C k.=s �_. 4CT7X� �ds.���a Type of S.A.S. "Y' ( .
Description of Soil
77
Nature of Repairs or Alterations(Answer when applicable) _Z t a/ r
n�I n �.� /3r + t lit-/, Ta�=�a ✓mac t 1�= �i" .�.._ C: 4
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
it accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has bpen4ssu€d-by s Board-of -e lth- --
Signed k` Date A_Rn�
Application Approved by - Date
Application Disapproved for th llowi reasons
Permit No. � _ Date Issued
--------------------------------------- --
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (tompriance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded
Abandoned( )by /
at P� 646 V A XA _ c has been,corlstructed in accordance
with the provisions of Title 5 and the four Disposal System Construction Permit No. � —dted" `
Installer Designer
The issuance/ s ermi shall not be construed as a guarantee that the syP
`ill function' _;s desigr}e,
Date - 'a-° Inspector / /7 1
I
No. oZ 616'" 5 Fee 0—
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Zizpogar *pztem Con5truction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( )
System located at -31 0) tz6l A G
_1
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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: Approved byo�S'
s .4
1/6/99
NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only.
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS)
�2 , hereby certify that the application for disposal works
construction permit signed by me dated 3 k-1`"rD , concerning the
property located at ��� (N �, meets all of the
following criteria:
(� This failed system is connected to a residential dwelling only. There are no commercial or business
uses associated with the dwelling.
• The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch.
4✓•/There are no wetlands within 100 feet of the proposed septic system
There are no private wells within 150 feet of the proposed septic system
(There is no increase in flow and/or change in use proposed
There are no variances requested or needed.
• The bottom of the proposed leaching facility will not be located less than five feet above the maximum
(/ adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when
applicable]
• If the S.A.S.will be located with 250 feet of any vegetated wetlands,the bottom of the proposed
leaching facility will not be located less than fourteen(14)feet above the maximum adjusted
groundwater table elevation,
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information)
B) G.W. Elevation .01 +the MAX.High G.W.Adjustment
DIFFERENCE BETWEEN:Aan B �U
SIGNED : DATE: ` v
[Please Sketch proposed plan of system on M-.'
NOTICE
Based upon the above information, a repair permit will be issued for bedrooms maximum. No
additional bedrooms are authorized in the future without engineered septic system plans.
q:health folder:cert
j^.. �. A \ Z �• e �
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J
LO�c1ATION r SEWAGE PERMIT NO.
VIL'L.AGE
INSTA LLER'S NAME A ?ADDRESS
J
B U I'L D E R OR OWNER _
DATE PERMIT ISSUED
—� — i 7
DATE COMPLIANCE. ISSUED �1 `= --7P
L
.� vo1 �
��
A
No.........&P�-D.. Fm3...8 24..............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...... ...................OF.......1t! 5og
,ApplirFa#ion for %epos al Works Tongtrnrtion rantit
Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal
System at:
Q � J/F 4� M� �•�S r ..........................................
.........__........----•---•................ ..... - .....................................................
Location.Address or; No.
Owner Address
-------�4!4 m-•------•............................................................. :..........---......-•-•............. ••--•------•-•........._..--•----•--•-•...
Installer Address r
Q�
Type of Building Size Lot._XAf•sr e l-------Sq. feet
Dwelling—No. of Bedrooms_______ _________________________________Expansion Attic (/�@) Garbage Grinder #.,0)
'k Other—T e of Building .............. No. of persons.................___.__:---- Showers — Cafeteria
a' Other fixtures -------•--------------•-.
W
Design Flow-/j0_. __ '/ --•' ' -;ffi9* per day. Total daily flow------- ...............gallons.
WSeptic Tank—Liquid capacity,&?49..gallons Length5tl' ...... Width..e7l� __ Diameter................ Depth..............
x Disposal Trench—No..................... Width....... -----
Total Length............._...... Total leaching area....................sq. ft.
Seepage Pit No--------I.......... Diameter.__._/A.... Depth below inlet.......6.'....... Total leaching area....szti4.2...sq. ft.
Other Distribution box ( ) Dosing tank ( )
'-' Percolation Test Results Performed by....�j �i ._. ,v? ..._J� � _.. t1S�{ e�........ -. ---------
Test Pit No. 1.......v?-----minutes per inch Depth of Test Pit----- J_....... Depth to ground water.._ 1041X....
Test Pit No. 2................minutes per inch Depth of Test Pit..............__... Depth to ground water........................
a ..............
.--------....
y
O Description of Soil----!i/f....../97r!4?�ff £2 e�-g--l-=- 0-` ...... "t� ` ` �-�-- =------
'r�i .
U
x •---•----------------------N-fl� �=� ��usf- Q....b� �r Cl. ��p
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
-----------------------------------•----•----•-•--------------.....--•----•---------------------------------------------------------------------------•••---•-•----••-------••-......-••----•----....•.
Agreement:
The undersigned agrees to install the aforedescribed Individual ewage Disposal System in accordance with
the provisions of TITL4 5 of the State Sanitary Code— unde lgne f ier agrees not to place the system in
operation until a Certifica.te.of Compliance has been ' t and h.
Si ned__,. f�� �
Date
Application Approved By....... -7--7-----
Date
Application Disapproved for the following reasons:.................................•------•-------.........-•--•-........................•. -----.........
•--------------------•---------------....-•-----•----------....----••--•---...••--•---..........•--•••••.
Date
PermitNo......................................................... Issued.......................................................
Date
T
..
No ..•--•- r` Flm$.
THE COMMONWEALTH-OF MASSACHUSETTS
MASSACHUSETTS
BOARD OF HEALTH ,V
,;
'" OF... ...............................................
Appliration for Disposal Works Tonstrur#inn Famit
Application is hereby made for a Permit to Construct y( )" or Repair ( ) an Individual Sewage Disposal
System at:
��- ..................
Location-A ess or t No.
e------------------------------------------- /f0� I :� T 1P _�'+�`.�__-_._- W47�YC�'
W �9� ............................................................. ..................................---------...--•------•--•-
Installer Address
d Type of Building Size Lot...........................Sq.kt
Dwelling—No. of Bedrooms................................._..........Expansion Attic 00 Garbage Grinder )
Other— e of Building No. -of persons____________________________ Showers — Cafeteria
Re tuI ,� � • •-•---- --- - -
W Design Flow_____ _.___ __:,_ alon.gas per persc§Llg.r day. Total f a4 flow.._._._ _._... ____________gallons.
WSeptic Tank—Liquid capacity _________:gallons Length -___ ...... Width................ Diameter__._._ Depth_______________
x Disposal Trench— lo. W>dt _____________ Total Length........ _f....... Total leaching area-. ----
ft.
Seepag�e Pit No________________;_.. Diameter ...__._._..._____ Depth below inlet.___________________ Total leaching area::_ _..........sq. ft.
Z q Other/Distribution box ( ) Dosil#.,a ( ,✓,�►,,�,. �a►•�c ,wer,�
Percolation Test ResultsPerformed by------------------------- ------__---_: �____----------------_-- ffate:_ !_ / ---
,`�a Test Pit No. I.....___________minutes per inch " Depth of Test Pit... _:_______._ Depth to ground water_:�'..'�''�:_.__.
Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Description of Soi �,. ..............................................................
WIV--------------------------------------
Nature of Repairs or Alterations—Answer when applicable_____________________________________________ _ ______________________________________________
Agreement
The undersigned -agrees-to install the aforedescribed Individ ewage Disposal System in accordance with
the provisions of TITIE 5 of the State Sanitary. Co e u rsig u ther a ees not to place the system in
operation until a Certificate of Compliance has be is y oar f It
Z` Si, e ,
Application Approved By--- lam".........•---- -- -= _•-•--------------------- -------/ '----D---- --
ate
Application Disapproved for the following reasons-...............................................................-------------•------------------•---------
--------••------------------•--------••-----------•-----------------------•---•----=-........--------------....__....__...-•••-•---•••••---••------•••-••-•••-••••-----•-•---•••----•-•-•••------_------
Date
PermitNo..........................---------------•-----_------- Issued_......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
I' ^..-.-..-. . ..OF..... 0 ......................................
TrrtifirFa#r of f�ompliFatur
T IS ITS TO t FY, Thai .the Individual Sewage Disposal System constructed (�or Repaired ( )
by d. _.. " .... --------------------------------- ...............
............-----------------------------
• -
' nsta[ler
at....
.._..�'�_...._._....�=•- --•- (r.�_.!�. A.... ------
�As;................•------•------•--._....---•-•--._......_......--------------._
has been installed in accordance ith the provisions of T r of The State SanitaryCode as described in the
a , P -�. ' �'.10 ,.
application"for Disposal.Works Construction Permit o_________________________________________ dated_--._ a....2
.THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY
i . �� 7 �
DATE::.. ......... ..................... .. Inspector ................................................
jf THE COMMONWEALTH OF MASSACHUSETTS.
S '4 BQARD O HEALT w _
a G. ..........OF .2d
..-... .......... ..............•------------••-...•-•........._..
�
No .;.'.............. ;v_. FEE..._._............
:
Ilia 11211?IpPstrurtiott rranit
Permission ereb ranted_,.
to Constru or RVwa n In ' i ual D> al Sr
lG�d� y ,l
at No... _
Street
as shown on the application for Disposal Works Construction P No ________ Dated..........................................
� --
7 ' Board of Health
T
DATE----------------- - ----••---•-•-••--•-••-•--•--•--•-----••••••-.••------ -
FORM 1255 HOBBS & WARREN, INC.: PUBLISHERS -
:s$
B
�� ,3u ���3G G
OF PLATE
I.-WHITE VINYL
HARVEY El=
2846 DH SHUTTERS
WINDOW
10'-81/2"
�F FOUND.
tctp- —i,DL1E:1' =7-,:]E
2846 OH LOCATIONS PVC6 TRIM RABBETTED 'w l=
HARVEY VEHICLE LIFT POST 9'0 X 7'6'h GARAGA TECH SERIES HI--TECH
IA
WINDOW FOR VINYL SIDING O.H.DOOR W/(4)21",t 13"WINDOWS
GARAGE FRONT ELEVATION
VAULTED CEILING FLAT CEILING
12
3*0'.6W THERMATRU HARVEY -----------
S6034 OUT- 2846 DH TOPCLF_P_bLTI�_'
SWING DOOR WINDOW
9'0".TV O.H.DOOR 9V x 76'O.H.DOOR
CONC. HARVEY
APRON 1832 DH DO,
-------
2'-0' 1-41 9'-Ow 7-6' 2 1- ........ TOP qF FQUNj
WINDOW .
28'-0' RIGHT ELEVATION
FLOOR PLAN
WINDOW NOTE: ALUMINUM(MILL FINISH)GABLE
-ALL WINDOWS TO BE HARVEY VICON CLASSIC WHITE VENT wl INSECT SCREEN
VINYL DOUBLE HUNG WINDOWS IN SIZES INDICATED
-ALL WINDOWS TO RAVE INTEGRAL BRICKMOLD CASING
a SILL W J-CHANNEL 12
CERTAINTEED LANDMARK SILVER ALL WINDOWS TO HAVE FULL SCEErNS 5 PVC I x 6 RAKE BOARD Wl
BIRCH ASPHALT ROOF SHINGLES ALL WINDOWS&DOORS SHALL BE FLASHED wIVYCOR I x 3 DRIP BOARD ATTACH WI
OR EQUAL SELF ADHERING FLEXIBLE FLASHING SCREWS&CORTEX PLUGS
ATTACH
1 4 FASCIA.AT'A�'_SCREWS TOP OF PLATE
CORTEX
PLUGS TOP OF PLATE
WHITE VINYL SOFFIT TO
MATCH EXISTING HOUSE,
--------- V-GROOVE STYLE,3"PC"/12*
—X I ERIA CAPE COD
PERFECTION VINYL
SIDING ASHWOOD GRAY
USE WHITE J-CHANNEL PVC Y x 6 ONE PIECE
PVC ONE PIECE CORNER CORNER BOARDS
------- BOARD ASSEMBLY
ItNTEGRAL J CHANNEL.
RABBETED FOR VINYL SIDING ATTACH./SCREWS&
CORTEX PLUGS
FO!IN_D
TOP OF FOUND
PVC BMCKMOLD
CASING AROUND DOOR
REAR ELEVATION LEFT ELEVATION
T E DESIGNER SHALL BE NOTIFED"A" SCALE : DRAWING NO.:
ERRORS OR OMISSIONS ARE IOUNO ON
THESFORAMNGSPFRORIOSTARTOF
COTUIT BAY DESIGN, LL NEW GARAGE FOR: CONSIRUCIION HIEW-INEgo
CC=l='U` 1/4" 11-0"
-tL BE RES�NSIBLE FOR THE
43 BREWSTER ROAD IN
THESE DRAWINGS If CONSTRUCTION
CO,`,M"`CES WITHDU`TNOT-`GF"E DESIGNER OF MY ERRORS OR ONIISSIONS
MASHPEE ,MA. 02649 MIGLIACCI RESIDENCE THESE DRAWINGS ARE SCILELY THE US'
OF THE OWNER NOTED.ANY OTHER USE OF DATE :
PH. (508)274-1166 THESE DRA-0 NGS REOUIRES THE WRITTEN
CONSENT OF THE DESIGNER UNDER THE
FAX(508) 539-9402 318 WAKEBY ROAD MARSTONS MILLS, MA ARCHITETURAt COPYRIGHT PROTECTION 8/15/2013 Gl
ACI O�
'L
28'-0'
26'-0'
A B A FASTEN TRUSSES TO B SOLID 2 x 4 BLOCKING IN THE OUTSIDE
G G G WALL W/SIMPSON G TWO RAFTER&CEILING JOIST BAYS
M2.5 HURRICANE TIES QG 48'O.C.
Ir ------- --------------- -----�
I I 36'SO.x 12'DEEP I I
HAUNCHED PAD
10'-8 1/2' UNDER LIFT POSTS
8'CONCRET E I -
FOUNDATION
WALLSI I I I I
I VEHICLE LIFT POST L J I I^6'x 18'CONC.
LOCATIONS I I FOOTINGS TO
4 4'0'BELOW q
I I I I GRADE
I I I I
HOWE or W SCISSOR TRUSSES Q 24
GARAGE 'o.c. HOWE or W TRUSSES @ 24'o.c.
I I I ( TRUSSES AT
DROP TOP OF WALL 5' ( I GABLE END
FOR DOOR OPENING (5•CONC.SLAB
I /NO ANCHOR BOLTS W/6 x 6 W WF EMBEDDED) I I
I I I I
INSTALL SIMPSON STHD14 INSTALL SIMPSON STHD14
Q. STRAPS IN FOUNDATION STRAPS IN FOUNDATION
WALL AT O.H.DOORS PER WALL AT O.H_DOORS PE
DETAIL DETAIL
I I i
—.———— ——— _ —__————_ —
—
2-1 3/4•x 11 718•LVL HEADER
—————— ——— —— ———————— ——————
CONC.
APRON
SIMPSON LSTA24 STRAP
PER O.H.DOOR DETAIL
SIMPS0"LSTA24 STRAP SIMPSON LSTA24 STRAP
A B A PER O.H.DOOR DETAIL B PER O.H.DOOR DETAIL
G G G G
Y-9• 9'-6' 7-6' 9'-6' 4•-9'
28'-0•
2B'-0
FOUNDATION PLAN ROOF FRAMING PLAN
.
NOTES:
1-) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GR.
2.) VERIFY ALL ROOF TRUSS DETAILS,SPECIFICATIONS,&INSTALLATION
INFORMATION WITH TRUSS SUPPLIER/MANUFACTURER.USE
1s INSTALL 5/8'ANCHOR BOLTS AT 45"o.c.MAX BLOCKING&BRACING PER TRUSS SAFETY REQUIREMENTS
W/SIMPSON BPS 518-3 BEARING PLATES
6 y, 5*OF EACH
CORNER PLACE BOLTS RANDTWITHIN 6- IMUMDEPT 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS
CORNER AND 7 A 8•MINIMUM DEPTH
TO MATCH ENTRY DOOR HEAD HEIGHT
4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS
O STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2009
IT— 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO
TE
6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED
Z P.T.2 z6 SILL W/SEALER VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/
12"FIELD NAILING7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD
v 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS
9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION
OF ALL SIMPSON COMPONENTS
ANCHOR BOLT DETAIL 10.) ALL CONCRETE USED FOR FOUNDATION WALLS&FOOTINGS
TO BE 3000 PSI.SLAB TO BE 4000PSI CONCRETE.
SCALE:1/2"=1'-0" 11.)VERIFY ALL ELECTRICAL DETAILS ON SITE DURING FRAMING
CONSTRUCTION&WITH THE PLAN
COTUIT BAY DESIGN, LLC NEW GARAGE FOR: THE
IN. BE
N IT- SCALE : DRAWING NO.:
THESE OMWINGS PRIOR TO START OT
43 BREWSTER ROAD Y.BEES°S LE ORRTHE�>`�'°" 1/4" = 1'-0"
W TNESE DRAWINGS IF CCNSTRUCTON
MASHPEE MA. 02649 MIGLIACCI RESIDENCE THESE DRAWINGS
SOTIMNOR TH
PH. (508)274-1166 DESTHEOR ANY ERRORSSOT'HERUSEO DATE :
THESE DRAWINGS ARE ORS OTT FOR THE USE
FAX(508)539-9402 THESE RAw N R6O ANr OTHER USE a
318 WAKEBY ROAD MARSTONS MILLS, MA ACTS�mGSREOUIRESTHEWRITTH 8/15/2013 G2
(.-UNSENT OF T HE DESIGNER UNDER THE
ACTM;I iURALCWrRIGHT PROTECTION
TYP. ROOF CONST. INSTALL THREE FULL HEIGHT STUDS 8 TWO JACK TYP. ROOF CONST.
STUD AT EACH SIDE OF ALL ROUGH OPENINGS
-SCISSOR(MODIFIED QUEEN)ROOF TRUSSES @ 24'o.c. -COMMON I HOWE ROOF TRUSSES @ 24'O.C.
-5/8'COX PLYWOOD ROOF SHEATHING -5/8'CDX PLYWOOD ROOF SHEATHING
-ASPHALT ROOF SHINGLES -ASPHALT ROOF SHINGLES
-15LB.FELT PAPER ZZWINDOW -15LB.FELT PAPER
-SIMPSON H 2.5 HURRICANE CLIPS 1y(�,. :I/ -SIMCE,PSON H 2.5 HURRICANE CLIPS
AT ALl RAFTER ENDS ` \X/fH': // �\ AT ALL RAFTER ENDS
-ICE WATER SHIELD AI BOTTOM 5 / I 5 13'0"OF ROOF 81UP THE RAKES
3'0'OF ROOF 8 UP THE RAKES -
-ALUMINUM DRIP EDGE i2 72 \` -A GRIP EDGE
(ROUGH OPENING) _j
JACK STUD /70P OF PLATE \
O.H. DOOR R.O. DETAIL
� TOP OF PLATE
MULTI LVL HEADER ALUMINUM
SOFFIT
TYP.WALL CONST.
1.2 x 4 STUDS @ 16'o.c. I y
2.112'PLYWOOD SHEATHING GARAGE - m GARAGE
3.XTE RIA VINYL SIDING - '
4.TYPAR EXTERIOR VAPOR BARRIER
IF CONC.SLAB
PITCH 2'TO O.H.DOOR
W/6.6 WWF EMBEDDED TOP OF FOUND. TOP OF FOUND.
TYP.8'CONCRETE P.T.2 x 6 SILL
FOUNDATION WALLS WI SEALER R
WI 8'x 18'CONCRETE
GRADEFOOTI Wl KEY'BELOW A SECTION @ GARAGE -
GRADE W/KEY i-•�
G3\] B SECTION @ GARAGE
G3
NAILING SCHEDULE
SHEATHING FILLER
DOUBLE TW PLATE DTI 110 MPH EXPOSURE B WIND ZONE
JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING
+++++ ♦ ++++a+
++++ ++ �-t 3/4:u TSB'LYL WA ++++++ ROOF FRAMING:
+++ +. ++ BLOCKING TO RAFTER(TOE NAILED) 2-ad 2-10d EACH END
RIM BOARD TO RAFTER(END NAILED) 2-i6 d 3-16d EACH END
LSTA24 STRAP LSTAz4 STRAP WALL FRAMING:
(DdtDE FACE IF VALU (DISIDE FACE fS VA __ _
HEADER TO(z>z.4 HEADER TO¢>-zx4 TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS
STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c.
FASTEN TT PLAT TO HEADER TO HEADER(FACE NAILED) tad 16d 16"o.c.ALONG EDGES
E
(z)trout O�Ina slwmR HAILS V1TH AT r I.0 FLOOR FRAMING:
JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST
FASTEN SHEATHM TO HEADER WITH Od COM N BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 Od EACH END
DR(IALYAHIzt:D BDX NAMs IN r GRED PATTERN u BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d. 4-16d EACH BLOCK
SHOWN N(D r IC.IN ALL FRAIDG LSTUDS,DLDCI(ING
AND SILLS)TTP-. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-1 ad 4-16d EACH.JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST
BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3.16d PER FOOT
(z)-z.4 z,4 FRAMING ROOF SHEATHING: -
FQi APANEL SPLICE'If HEEDEN WOOD STRUCTURAL PANELS l
PANEL EMES SMALL BE BLOCKED, (PLYWOOD)
AND OCCUR VrrKN 24'OF HID- RAFTERS OR TRUSSES SPACED UP TO 16"o.c. Bd tOd 6"EDGE/6'FIELD
IoT 6 VM1_ DLOCKBVG THALL
'1Y STRUCTURAL PANEL SHEATHING DE NAMED VITH(3)tna SDatERs RAFTERS OR TRUSSES SPACED OVER 16'o.c. 6d 10d 4"EDGE/4'FIELD t
It GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG ad 10d 6"EDGE/6'FIELD
GABLE END WALL RAKE OR RAKE TRUSS ad 10d 6"EDGE/6'FIELD
W/STRUCTURAL OUTLOOKERS
GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d - 10d 4-EDGE/4'.FIELD
MIIi 2'x2'x11A'Mn WASHER �yBD°I(N CEILING SHEATHING:GY _____ - ..
PSU M WA LLBOARD 5d COOLERS — 7'EDGE/t0'FIELD
WALL SHEATHING:
WOOD STRUCTURAL PANELS(PLYWOOD)
s 4 D n STUDS SPACED UP TO 24'o.c. 8d 10d 6'EDGE/12'FIELD
D 1/2"8 25132'FIBERBOARD PANELS ad -- 3'EDGE/6'FIELD
.. 1/2'GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10'FIELD -
DDL AM41Q1 BUILT SHEATHING:
..d. . • NM EMBEDMENT) '� 4 •• ______
+ e
° WOOD STRUCTURAL PANELS(PLYWOOD)
• 1'OR LESS THICKNESS 8d 10d 6'EDGE/12'FIELD
SIDE ELEVATION
O.H. DOOR DETAIL.
ETAL GREATER THAN I'THICKNESS tOd 16d 6'EDGE/6"FIELD
N ALE
� ERRORSOROMISSIONSARE OUNDONT SCALE : DRAWING NO.:
Ea 1�1' (/ COTUIT BAY DESIGN, LLC NEW GARAGE FOR: '' TNESTRUC GS PRIOR TO START OF
IILL��\\ WILL DE RESPONSIBLE FOR THE COHITEAT 1/4" - 1 H-0"
43 BREWSTER ROAD IH THESE DRAWINGS IF OCHSTRUCTION
MASHPEE MA. 02649 MIGLIACCI RESIDENCE THESE OESWTIARE NU)NYMGLfH
8) I. UESIGNER OF IWv ERFORS OR OMISSIONS.
PH. (508 274-1166 THESE ARE AHYO FOR USE OF DATE
OF THE NOS
REO.ANv OTHER USE OF
FAX(50 )539-9402 THESE DRAW'INGSREOURtES THE WRITTEN 8/15/2013
318 WAKEBY ROAD MARSTONS MILLS, MA a°"oF
THE IGI'TP�RTHE
ARCHITECTURAL COPVRIGHi PROTECTION G3
NOTES :
ELECTRIC METER 1.)THE ELECTRICAL PLANS SHOW GENERAL PURPOSE LIGHTING,SWITCHING AND -
socKET OUTLETS ONLY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE
ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO
ALL STATE,FEDERAL AND LOCAL CODES THAT APPLY.
�— 2.)THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT
LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO WALLBOARD INSTALLATION.
100A ELEC.PANEL 3.)VERIFY W/OWNER IF ANY LIGHTS ARE TO BE ON DIMMERS.
4.)THE ELECTRICAL CONTRACTOR IS TO PROVIDE&INSTALL ALL LIGHT FIXTURES AS SELECTED BY
—— THE OWNER.LIGHT BULBS SHALL BE PROVIDED FOR ALL FIXTURES.
— 5.)THE ELECTRICAL CONTRACTOR IS TO PROVIDE A 100 AMP SERVICE&PANEL.
`\
240Y130a LEGEND
TWIST-LOCK
RECEPTACLE \ I , /
$ SINGLE POLE SWITCH
I �
CONCEALED CONDUIT(TYPICAL)
l �
I DUPLEX RECEPTACLE(TYPICAL)
I ® CEILING MOUNTED DUPLEX RECEPTACLE
� I
12'x 4' FLOURESCENT FIXTURE
OVERHEAD DOOR MOTOR
0-1 WALL MOUNTED INCANDESCENT FIXTURE(TYPICAL)
SURFACE MOUNTED FLOODLIGHT(TYPICAL)
"PORCELAIN"INCANDESCENT FIXTURE(TYPICAL)
i
RECEPTACLE 8'
DOWN FROM
CEILING
ELECTRICAL PLAN
I
THE OES�ER SHALL BE
Y
FIED
®Q® COTUIT BAY DESIGN, LLC NEW GARAGE FOR• ERRORSORION.THEBUIL TIFOUNDON SCALE : DRAWING NO.
THESE DRAW WGS-IOR TO STARF
43 BREWSTER ROAD 0H5ERFSON.THERF 0 GCON`R`CTDR 1/4" = 1'-0"W4LRF. DRAY SIRI.E fOR THE CONTENT -
W THESE ORPW WGS:F CONSTRUCCOM TgN
MASHPEE MA. 02649 MIGLIACCI RESIDENCE TMSIGNER OF HSEHESwTTARESOTIFTWC"' El
PH. (508 274-1166 r OF
NOTEDMOTHER ONS DATE
THESE DRAWINGS AREORS OR FOR THE USE
THESE
THE OWNER S REO ANY THE V USEOf
FAX(50 )539-9402 318 WAKEBY ROAD MARSTONS MILLS, MA AC7�E��OD�S��" 8/15/2013
CONSENT OF THE DESIGNER UNDER TT/E
ACT OF ICTURAL COPYRIGNi FAOTECTIDN
_ 1
SOIL LOG /
2 PEA5'ONE _O4M @ _ 12 Mf.•
LIST
C. °j I 'I C /o Z
� I�° j o a
4 . I. I w�/y
I BOXe° °'� I ' E i
1000 i I L---J D jz0°aN Jrl 1000— GAL- 0 44y I
GAL. -- I PRECAST OR
SEPTIC 6 ° oe ° BLOCK ° e i �`"�=rl 99•S-
TANK SEEPAGE PIT
7c5 W4r I
-- 20'' MINIMUM ----- —^I� ,°LL - o °I j
i
I` FOUNDATION I
I I Y2" WASHED STONE o CID
r I
ELEVATION SKETCH �— ---- 10' ----� PBRC. RATIOc� � ^-r---f�^K�°
TEST BY
SCALE 1" 4' TOWN INSPECTOR!
BACKHOE OPERATOR �✓_ r�_�'+L.' --
f
TEST MADE ON --
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s
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lot
o Q �j a3 5E45 ! PST
f T qpr
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tf Q =t
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40
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r �
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(tG�6� kk/aoY 3
•
ELEVATION SCHEDULE PROPOSED SITE PLAN
INV AT FOUNDA71CN = '
SECyASE SYSTEM DiES1814
A N\/ INTO SEPTIC TANK = IN
3 NV. OUT OF SEPTIC TANK = /00
55
TO DISTRIBUTION BOX = �' SCALE: i°= 50' 1977
N ✓ OUT OF DISTRIBUTION BOX
CAPE COD SURVEY CONSULTANTS
r 'riv INTO SEEPAGE PIT = / ;Y7 C�
ROUTE 132
F -'TOM OF PIT = 9�1.D HYANNIS, MASS.
A DIVISION BOSTON SURVEY CONSULTANTS, INC.
g P TTOM OF STONE LAYER =
1
Y
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