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LOCATION SEWAGE
VILLAG ASSESSOR'S MAP & LOT-72220-0-1-
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INSTALLER'S NAME&PHONE NO. 7-7
SEPTIC TANK CAPACITY
LEACHING-FACILITY: (type) (size) 13Q —
NO.OF BED-ROOMS
BUILDER OR OWNER A "S
PERmrrDATE:/2,-/ ...... COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table the Bottom of Leaching Facility Feet
Private Water Supply We,11/andLe ng Facility (If any wells exist
)0 feet
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Feet
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on site or within 2( eV
cl� Facility
ilit,
Edge of Wetland and Leachi Facility (If any wetlands exist
2 f c ility� Feet
within 300 feet of leac facility):
Fuimished by
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TOWN OFBARNSTA.5LE
LOCATION 02 Sr _D DC11 11 v Cc- SEWAGE # 260 i - 669
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VILLAGE kA14j&IJNX S pc Rk- ASSESSOR'S MAP & LOT 2'00
INSTALLER'S NAME&PHONE_NO. LJM tJ 5 i ! C �7 S- T
SEPTIC TANK CAPACITY l S(-o
LEACHING FACILITY: (type) "9 D�J WC— (Size)(size) 9 3t\0 a��
NO. OF BEDROOMS i
BUILDER OR OWNER I
.1
PERMITDATE: iJ 601 COMPLIANCE DATE:_3Ia t aGe 1
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of.Leaching Facility Feet
Private Water Supply.-Well and Leaching Facility (If any.wells exist
on site or within 200"feet of leaching facility.) Feet
Edge of Wetland and Leaching Facility.(If any wetlands exist
:.
Feet.
within.300 feet of leaching facility),
Furnished by
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LOCATION _(, X Sc u D DERL A u F SEWAGE # GO
VILLAGE��arnwyt S Q o P- ASSESSOR'S MAP & LOT'Z F 2--001
INSTALLER'S NAME&PHONE NO. bJM F kdkid Saar J 5C-CJ,fi1'C, -77 S-'F V%
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SEPTIC TANK CAPACITY I S O
LEACHING FACILTTY:.(type) ;1 t72�/We R5 (size) a X 1a l4-a"A
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: 1&Z,9 G 0 tom•, COMPLIANCE DATE: 3/a(J a G O 1
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water SupplyrWell 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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TOWN OF BA.RNSTABLE-
LOCATION Grp s G4,c/04LI A SEWAGE #1220 —7G1 T
VILLAGE G✓v f o Gz ASSESSOR'S MAP &LOT P 7=00
INSTALLER'S NAME&PHONE NO. C 6 ,4
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) e-1 e- (size) 13'',�rQ ;L,
NO.OF BEDROOMS S"G
BUILDER OR OWNER C K C- V
PERMIT DATE i2,—/— COMPLIANCE DATE:,?
Separation Distance Between the:
Maximum Adjusted Groundwater Table the Bottom of Leaching Facility Feet
Private Water Supply Wel
land ¢ 'ng Facility (If any wells exist
on site or within 200 fhing facility) Feet
Edge of Wetland and Leaility (If any wetlands exist
within 300 feet of leac Feet
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No, Fee Jq
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zppfication for �Diopooar *pgtem Construction Permit
Application for a Permit to Construct( )Repair Q( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
(,O tocation Address or Lot No. Owner's Name,Address and Tel.No.
6r3.8—Scudder Ave. , Hyannisport Dennis Carey
Assessor's Map/Parcel Carr' a !. HQ e
Installer's Name,Address,and Tel.No. (� Designer's Name,Address and Tel.No.
Wm. E. Robinson Septic Service
P O Box 1089, Centerville
Type of Building:
3 s .ft. Garbage Grinder
DwellingNo.of Bedrooms Lot Size q g ( )
I
Other Type of Building No.of Persons Showers( �) Cafeteria
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil Sand
Nature of Repairs or Alterations(Answer when applicable) Title-5 septic consisting
of a tank, D—box and 2 leach chambers with stone all around.
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 been issued by s Bo d of Heal > o /
Signed eE. Date/ `��
Application Approved by �UDl-, �C.�I�.2JL 0 Date g
Application Disapproved for the following reasons
Permit No. 0QQ —OQ!5 Date Issued 1 i 9 /o f
---------------------------------------
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No. 0M'_ 00� Fee 1'60
THE COMMONWEALTH OF MASSACHUSETTS Entered`ln computer:
� Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01ppfication for Miopo.5af *p!5tem Con.5truction Permit
Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) El Complete System ❑Individual Components
ocation Address or Lot No. Owner's Name,Address and Tel,_No. t
(p fr3-8—Scudder Ave. , Hyannisport Dennis Carey
Assessor's Map/Parcel Carr age H9 L'
Installer's Name,Address,and Tel.No. O Designer's Name,Address and Tel.No.
Wm. E. Robinson Septic Service
P 0 Box 1089, Centerville
Type of Building: i
Dwelling No.of Bedrooms Lot Size sq.ft.- , Garbage Grinder(�)
Other Type of Building No. of Persons Showers( j) Cafeteria(,,)
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil Sand
. ?r
7.
t
Nature of Repairs or Alterations(Answer when applicable) Title-5 septic consisting
of a tank, D—box and 2 leach chambefis with stone all around.
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 been issued by this Board of Healtb,
4 Signed 14 Date
Applicat n Approved by Kjc� .t., SC eJ IJL u! Date b
Application Disapproved for the following reasons
Permit No. 0Q0 J Date Issued T�B I U
THE COMMONWEALTH OF MASSACHUSETTS
t BARNSTABLE, MASSACHUSETTS
Carey Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )0 Upgraded( )
Abandoned( ).by Wm. E. Robinson Septic Service
at 638 - Scudder Ave. , Hyannisport : Cartage House has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 0(�Q)- QQ'J dated f d
Installer Wm. E. Robinson Sr. Designer
The issuance of this pe. t s all not be construed as a guarantee that the sy, t m wil u ton as d' signe
Date 3!'� 0 Inspector
r
---------------------------------------
No. 2-00 OLD` ' U OLD Fee �
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Carey
=iopool *p.5tem Construction Permit
Permission is hereby granted to Construct( )Repair( X)Upgrade( )Abandon( )
System located at 638 Scudder Ave. , Hyannisport Carriage House
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 by 'l-�
3
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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 PERMU(WITHOUT DESIGNED PLANS)
I, W i 1 l iam E. R ob ins on,s�eby certify that the application for disposal works
construction permit signed by me dated/" r 6 l , concerning the
property located at 638 Scudder Ave. , Hyannisport meets all.of the
Carriage House
following criteria:
• The system is connected to a residential dwelling only. There are no commercial or business
uses with the dwelling.
The soi is classified as CLASS i and the percolation rate is less than or equal to 5 minutes per inch
There a no wetlands within 100 feet of the proposed septic bystenh
• There are no private wells within 150 feet of the proposed septic system
is no increase in flow and/or change in use proposed
• e are no variances requested or heeded.
• e bottom of the proposed leaching facility will nn_t be located less than five feet above the
r.mum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor
method when applicablel
• If the S.A.S.will be located with 250 feet of any vegetated wetlands,the bonom of the proposed
leaching facility will not be located less than fourteen 114)feet above the maximum adjusted
groundwater table elevation,
Please complate the following
A) Top of Ground Surface Elevation(using G1S inWmtion)
B) G.W.Elevation _ +the MAX. High G.W. Adjustment
DIFFERENCE BETWEEN A and B U —
SIGNED : "V c 1 DATE: O
[Sketch proposed plan of system on back).
+health folder xn
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No:A,�,l �� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: '.
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppYication for �Digaar *p5tem Construction pertnit
Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
Dennis Carey
Assessor's Map/PA58 Scudder Ave. r
H annis ort
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Wm. E. Robinson Septic Service
P 0 Box 1089 Centerville
Type of Building:
Dwelling No.of Bedrooms h Lot Size-sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil Sand
Nature of Repairs or Alterations(Answer when applicable) Title-5 septic system
consisting of a 2,000 gal. tank, D-box and 4 leach chambers
with stone all around.
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 been issued by t ' Bo of Heal
Signed 61- -� Date
Application Approved by Date 12, 76,
Application Disapproved for the following reasons
Permit No. Date Issued
so.
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer_,
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
01pplication for Digool *pgtem Construction Permit
s
Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
` Dennis Carey
Assessor's Map/&,8 Scudder Ave. ,
Hyannisport
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Wm. E. Robinson Septic Service
j P O Box 1089 Centerville
Type of Building: „A ,.�-
Dwelling No.of Bedrooms A Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Sand low
Nature of Repairs or Alterations(Answer when applicable) Title-5 septic system
"consisting of a 2,000 gal. tank, D-box and 4 leach chambers
with stone all around.
Date last inspected:
Agreement:
S
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 been issued by t oajA of Healt .
. - Signed t .: "Date
Application Approved by Date
Application Disapproved for the following reasons i
Permit No. Date Issued
---------------------=-----------------
p,
THE COMMONWEALTH OF MASSACHUSETTS
Carey BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (5t )Upgraded( )
Abandoned( )by Wm. E. Robinson Septic Service
at 658 Scudder Ave. , Hyannisport has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit l f2g+ Ll dated / •'!�'a� , j
Installer Wm. E. Robinson Sr. Designer
The issuance of this p711
rmit shall not be construed as a guarantee that the sy Will f&conastdigned.
Date 161 Inspector
k .+'
6�
-------v-y-,y--------'-----------------------
No. /,re # ;
t F$
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Carey lwtgpogai *pgtem Con!5truction Permit
Permission is hereby granted to Construct( )Repair(X )Upgrade( )Abandon( )
System located at 658 Scudder Ave. , Hyannisport
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 pt.
Date: �w'o°" Approved
P:.
" l"
NOTICE: This Form Is To Be Used For the Repair Of Failed
Septic Systems Only. -
CER1'�ICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUMON PERMIT(WITHOUT DESIGNED PLANS)
I, William E. Rob ins on,S Weby certify that the application for disposal works
construction perm&signed by me dated�/ /��� , concerning the
property located at 658 Scudder Ave. , Hyannisport meets all of the
following criteria:
• The failed is to a residential dwelling only. There are no commercial or business
uses associat with dwelling. 4
• The soil is ed CLASS I and the percolation rate is izss than or squat to minutes per inch.
There are no within 100 feet of the proposed septic atistent
• There are no ri to wells within 150 fact o1 the proposed septic system
There is no cease in flow and/or change in use proposed
• There are no requested or needed.
• The botto the Proposed leaching facility will nett be located less than five fat above the
ma.,dm ed groundwater table elevation:f Adjust the groundwater table using the Frimptor
method h appficabiel
• If the .ASS.will be located with 250 feet of any vegetated wetlands.the bottom of the proposed
leac g facility will not be located less than fourteen(14)feet above the maximum adjusted
water table elevation,
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information) 57
B) G.W.Elevation _ +the MAX. High G.W. Adjustment 16
DIFFERENCE BETWEEN A and B Gl 7
SIGNED:_ iv 1, v`-� DATE:
(Sketch proposed plan of system on backl.
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��. ALL MEASUREMENTS APE INTERIOR,
17' 18, a -
----EXISTING WALL OF ACCESSORY APARTMENT.
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---KITCHEN LAYOUT T.B.D. _
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* SIZE TO BE DETERMINED
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---- BAT ROQ�1A
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. - �]EXISTING WALLS
EXISTING 1ST FLOOR
Ca ,^e C A D KENO VAT I O N O F HOME FOR: GENERA`NOTES NE:mSCALE: DRAWING NUMBER:
1.ALL OF THE DIMENSIONS ARE FOR REFERENCE ONLY CONTRACTOR 15 TO THE PLANS SHOWN ARE THE SOLE PROPERTY OF
VERIFY IXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND CANNOT BE COPIED,
I��'] Y II'�') (/� START OF WORK. REPRODUCED AND/OR ALTERED,USED FOR PERMIT
C A 1 \E 1 I \E�I DEN V E 2.THE GENERAL CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR AND/OR FILING WITHOUT THE PAEXPPZ55ICK WRITTEN 1/�" 1,
MEANS AND METHODS 14 CONSTRUCTION AND SAFETY ON THE JOB SITE CONSENT OF THE DESIGNER.PATRICK RIMINGTON.
3. ALL WORK SHALL CONFORM TO THE MASSACHUSEf75 STATE BUILDINGDe51cj CODE(LATEST ED TION)AND ALL OTHER APPUCAB E CODES
6 5 8 S C U D D E R AVENUE L 4. IF APPLICABLE,CONTRACTOR SHALL IDENTIFY ALL EXISTING LOAD
PROVIIDE SHORING AS REQUIRED TO SUPPORT LOADS DURING NG ELEMENTS PRIOR TO COMMENCING WORr ANDSHALL DL31GN AND Approved
�y /
CON5TRUCTION. �;
S. ANY
P.O. BOX 50G - _ DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NOTES,, for I IIIr�g
H YA N N 1 S P O ITT M A SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO DATE
MAR5TON5 MILLS, MA , COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
` CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY -
50(5q DISCREPANCIES,ERRORS AND/OR OMISSIONS BECOME THE Patrick 01/02/2017
-280-/-7 O74 RE5PONSIBIUTY OF THE BUILDING CONTRACTOR RIRIIr19lOr�
J
6 7 6 6 7 W
ALL MEA5UREMENT5 AP,E INTERIOR,
BED ROOM _
EXISTING FINISHED AREA _
SIZE TO BE DETERMINED
___________________ __7.
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3'
12'-5.
BATHROOM 6'-4m
BATHROOM I ..
N, BATHR O - ALL MEASUREMENTS ARE INTERIOR'
REDUCED - - I REDUCED HEADROOM THROUGHOUT ---- - `
DRooM ACC ESSORYAPARTMENT
❑ TA IC 2_6^ I STAIRS TO ROOF HATCH -- - - _-- - --- '-
14'-6_
7 R�D WIJ I n4'
5TAIR5 UPBED ROOM NI TOATTIc
5TAIRS DOWN « N~m
TO I stFLOOR o NOIJ CONFORMING STAIR,RAIL I TO 2N1)FLOORS -
p_:g^ + 16 7" STAIRS DOWN ,
14'-7"
3'-4. '('116'-7"3 _--_-__- LJ
-zp 4'-6. -- I BATHROOM
6'S" 6'-2 i - 13'-3"
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ATTIC HATCH
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- ------,-J U-8. N Fi "REDUCED HEADROOMTHROUGHOUT -
'�' 75'6^ F2� "
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MASTER
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LEGEND EXISTING ATTIC f
TO BE REMOVED
_ �EY15TING WALLS
EXISTING 2ND FLOOR
ape CAD
RENOVATION OF HOME FOf : GE" `"°�� "°�E SCALE. DRAWING NUMBER:
C I ALL OF THE DIMENSIONS ARE FOR REFERENCE ONLY CONTRACTOR IS TO THE PLANS SHOWN ARE THE SOLE PROPER Y OF -
VERIFY IXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND CANNOT BE COPIED,
START OF WORK,
REPRODUCED AND/OR ALTERED USED FOR PERMIT 1/4" 1 '
C A f�EY RESIDENCE 2.THE GENERAL CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR AND/OR FLUNG WITHOUT THE IXPRF55 WRTTEN
MEANS AND METHODS OF CONSTRUCTION AND SAFETY ON THE JOB SITE CONSENT OF THE DESIGNER PATRICK PJMINGTON.
3. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING
De516jn
I IF2 F I IF LODE(LATEST EDITION)AND ALL OTHERA ENTIFY I L CODES -/` (' C V D D l�I \ AVENUE`N V L� 4. IF APPLICABLE,CONTRACTOR TO COMM SMALL IDENTIFY W Y ALL IXISTING LOAD
(G `J Jl V BEARING ELEMENTS PRIOR TO COMMENCING WORK AND SHALL DESIGN AND
PROVIDE SHORING A5 REQUIRED TO SUPPORT LOADS DURING Approved
CONSTRUCT!°". for filing
P.O. BOX 806 h YA N N I S PO ITT M A S ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NOTES, DATE:
SHALL EN BROUGHT C THE ATTENTION R THE DESIGNER PRIORTO
D COMMENCEMENT OF CONSTRUCTION..PROCEEDING WITH CONSTRUCTION - 0 1/02/2017
MARSTONS MILLS, MA CONSTIT TE5S ERRORS
THESE DOCUMENTS AND ANY Patrick
,�11 DISCREPANCIES,ERRORS AND/OR OMISSIONS BECOME THE {5 08-280-70 7•-T RESPONSIBIUTY OF THE BUILDING CONTRACTOR Rim ington
' i----GAS METER - -
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NEW BALUSTERS 3 10 ____ 9 W T-1 I"
-EXISTING OVERHANG.RECOMMEND _
' 1 IT BE INSPECTED FOR CONTINUOUS BEAM -
t7 • • -
, NEW ENGINEERED LVL OR STEEL BEAM
C/7� /•i Y l I -- '' =EXISTING WAIL OF ACCESSORY APARTMENT
POINT LOAD TO EXISTING BRICK COLUMN-- - s
18'
6 FINISHED ADDITION AREA ,
KITAS CHEN LAYOUT T.B.D.. LAYOUT TO BE DETERMINED s
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NEW ENGINEERED LVL OR STEEL BEAM
4 S ---EXISTING 2"z8"JOISTS TO HANG ON T _
AS A5 THIS SIDE OF NEW LVL.`. ♦ -
--- `s1` _ 20-2" -- NEW ENGINEERED LVL OR STEEL BEAM
POINT LOAD TO EXISTING BRICK COLUMN
2 � POINT LOAD TO EXISTING BRICK COLUMN �
KITCHEN' A5 �,. '
`��`I G� • ;___SHOWER C___HALF WALL WITH GLASS ABOVE r.
156
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A3_ - I BENCH 'O Os --—- DRAWERS BELOW -
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POINT LOAD TO EXISTING BRICK COLUMN f F
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s AS ---POINT LOAD TO NEW LALLY COLUMN -'-POINT LOAD TO EXISTING
BRICK COLUMN
NEW WINDOWS --NEW ENGINEERED LVL OR STEEL BEAM
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., NEW WINDOWS T.B.D. 1 ---'' - .®NEW WALLS
EXISTING WALL5 c -
--NEW WINDOWS T.B.D. ALL MEA5UREMENT5 ARE INTERIOR
PROPOSED -
PROPOSED 1ST FLOOR $a"
Cape CAD RENOVATION OF HOME FOR+- VENERALNOTES NOTE SCALE: DRAWING NUMBER:
• 1. ALL OF THE DIMENSIONS ARE FOR REFERENCE ONLY CONTRACTOR 15 TO THE PLANS SHOWN ARE THE 50LE PROPERTY OF —
VERIFY IXISTING CONORIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND CANNOT BE COPIED.
6 START OF WORK. REPRODUCEDAND/ORALTERED,U5EDFORPERMIT 1/4�� 1 �
CAREY RESIDENCE s 2.THE GENE PAL CONTRACTOR SMALL BEAR SOTS REON THE FOR AND FILING WITHOUT THE D(PRESS WRITTEN
MEANS AND METHODS OF CONSTRUCTION AND SAFETYTY ON THE JOB SITE CONSENT OF THE DESIGNER PATRICK RIMINGTON.
3. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING
De,51 g n CODE(LATEST EDITION)AND ALL OTH UL IDENTIFY
L CODES
6 5 8 5 C U D D E R AVENUE 4 IF APPLICABLE, PRIOR
R T OR SHALL IDENTIF ALL IXISTING LOAD
BEARING ELEMENTS S REQUIRED
COMMENCING WORK AND SHALL DESIGN AMC)
PROVIDE SHORING AS REQUIRED TO SUPPORT LOADS DURING Approved
A3
CQNSTRDCr1QN. for filing DATE
P.O. SOX 8oe h YA N N 15 P O RT M A 5 ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NOTES,
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOKTO
MARSTONS MILLS, MA ; COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
�/ CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY
508-280-7074 " DISCREPANCIES;ERRORS AND/OROMI551ON5 BECOME THE Patrick} 01/02/2017
■
RESPONSIBILITY OF THE BUILDING CONTRACTOR '.Rimington ..
.ALL MEASUREMENTS ARE Ih TEMOP. -
BED ROOM
BATH TUB WITH TILE SURROUND--- - L. ---ADDITIONAL FRAMING REQUIRED FOR BATHROOM FLOOR
7 ----�
AS
/II--FINISHED ADDITION AREA
2'1" LAYOUT TO BE DETERMINED
CLOSET BATH R
061A SHOWER CURB
BATHROOM s' R 7 °�'--- SHOWER
AS ---HALF WALL WITH GLASS ABOVE I +.
m
SHOWERCURS--- - ----- TT AS 2'-11"
BAT �V 2-6'
WASHER&DRYER I ALL MEASUREMENTS ARE INTERIOR.
4 6" 2'6" 4'9" 6" I A
REDUCED LINEN I REDUCED HEADROOM THROUGHOUT ---
�P1P\AD ROOM CLOSET 7 q D e I _ ,
AS �. AS q ACCESSORY APARTMENT
AS 4'
7
BOOKCASES___ _ _____ ____ _________ ____ ___ __ ___ N ml
UP AS W I "
S T A IC y. - - I STAIRS TO ROOF HATCH
12'-11" 5'-11 ♦ I
TA PS D W N I 7'-10".
TO ATTIC P O st FL OP. I •4
BED ROOM i�S� D,' e eee pe eoeeeee
� A6 r I f
7 STAIRS DOWN • 11 I-- j N m
TO Ist FLOOR NON-CONFOP,MING STAIR RAIL
iv '
A5 oee eeee eee �'"� I •_ OZND FIOOR'o
2•-g^ _ 16'-7" q STAIRS DOWN `(�1
0
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--------� -- ——
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6 9• BUILT-IN - __ 111--___-- - -
L� 4 9 • 13-3.
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AT-nC HATCH
n m
i_ ___----_i �t I REDUCED HEADROOM THROUGHOUT --- -- ' -
2'-"
1 11
CL05 ---LINEN CLOSET -
I
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13=ZIP
+\L---SHOWERCURB - - -
17'-3" -
MASTER q
BED ROOM
PROPOSED ATTIC
LEGEND
5'-6" 6' 5'-7" NEW WALLS
D M5TING WALLS -• s
PROPOSED 2ND FLOOR -
GENERAL NOTES: NOTE
f�ENOVATION OF HOME FOR:
w I.ALL OF THE DIMENSIONS ARE FOR REFERENCE ONLY CONTRACTOR I5 TO T11E PLANS SHOWN ARE THE 50LE PROPERTY OF SCALE. DRAWING NUMBER:
I'yr/J VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND CANNOT BE COPIED,
e CAD
�I'�]F 2 F F F START OF WORK.. -.REPRODUCED AND/OR ALTERED,USED FOR PERMIT /�" � '
C /t I / I 5I D N/` 2.THE GENERAL CONTRACTOR SHALL BEAR SOLE SAFETY
014 THE
FOR AND 5E FILINGW DESIGN
THE IXPRE55 WR EN
INGT _
/[]\ Y (`/ MEANS AND METHODS OF CONSTRUCTION AND SAFETY ON THE JOB SITE CONSENT OF THE DESIGNER PATRICK RIMINGTON.
- 3. ALL WORK SMALL CONFORM TO THE MA55ACMUSE7T55TATE BUILDING
De,51
.^ CODE(LATEST EDITION)AND ALL OTHER APPLICABLE CODES. -
Ir I 6 5 8 S C U D D E f� AVENUE 4 IF APPLICABLE,CONTRACTOR SHALL IDENTIFY ALL EXISTING LOAD
BEARING ELEMENTS PRIORTO COMMENCING WORK AND SMALL DESIGN AND
PROVIDE SHORING AS REQUIRED TO.SUPPORT LOADS DURING Approved
A,4
., CONSTRUCTION.P.O. BOX 806 h YAN N I S PO ITT M A S. ANY DISCREPANCIES,ERRORS q AND/OR OMISSIONS IN THE NOTFS, tO�IIIIn9 DATE:
SMALL COMMBE BROUGHT TO THE ATTENTION OF THE DESIGNER PR10RTO
MARSTONS MILLS, MA CONS
ON TENTE5ACCEEPTANNCEOFTHNCEMENT OF IESEDOCOUMENTSANDANCEEDING WITH ONSTRUCION Patrick
I� 1 7
_ DISCREPANCIES,ERRORS AND/OR OMISSIONS BECOME THE Patric"♦ 0 ■/02/201 ■
508_280_7074 RESPONSIBILITY OF THE BUILDING CONTRACTOR plmlri9lcl i
(2)2x4 TOP PLATES--- (2)2x4 TOP PLATES-----______ 2"x4 TOP PLATES-----------
---ENGINEERED LVL OR STEEL BEAM T.B.D. -
-;----2"x4"TOP PLATES �s _
(3) 2"x8"HEADER
---(4)2"x4"FRAME 2 (3)2"x4" KING STUD---
---2"x4"BOTTOM PLATE
2x4 STUDS @ 16 o.c. ----_____ 2x4 STUDS @ 16 o.c.-------__ "
(2)2"x4"JACK•STUD--
T --EXISTING 2"x8"JOISTS -
R-20 BATT INSULATION•---
---EXISTING SUBFLOOR OR EQUIVALENT _
---NEW 2"x8" BLOCKING S ' �
---3.5"dia.CONCRETE FILLED LALLY COLUMN
2"x4 BOTTOM PLATE--
2x4 BOTTOM PLATE--- 2x4 BOTTOM PLATE.----
------30"x30"x12"DEEP CONCRETE FOOTING } EXISTING SUBFLOOR---
EXISTING SUBFLOOR-- EXISTING SUBFLOOR ----
1 LVL SUPPORT TO LALLY 6 HEADER OF LARGE OPENING
A3 COLUMN DETAIL 4 2"X4" INTERIOR WALL 5 2'W" EXTERIOR WALL A3 FOR DOOR FRAME DETAIL
A3,A4 FRAME DETAIL A3 FRAME DETAIL
----ENGINEERED LVL OR
STEEL BEAM (SIZE T.B.D.) 2"x4"TOP PLATES-------------
2)2NEF HEADER
- _-------LU28 JOIST HANGER
= --- (2)2"x4"KING STUD'-
--- EXISTING 2NV JOISTS - -
TO BE SUPPORTED ON BEAM OR TOP PLATES OF STUD WALL 2"x4"JACK STUD
---_2"x10"RIM JOIST
- -----_2"x10".CEILING JOISTS@ 16"o.c. -
------EXISTING 2"x4"WALL
2"x4 BOTTOM PLATE--
` _�----TO BE SUPPORTED ON BEAM OR TOP PLATES OF STUD WALL OR-
- CONNECTED TO BEAM WITH LU210 JOIST HANGERS
EXISTING SUBFLOOR----
TYPICAL NEW CEILING JOIST SYSTEM HEADER OF OPENING
z JOISTS TO BEAM CONNECTION A3,A4 FOR DOOR FRAME DETAIL
A3 DETAIL
2"x4"TOP PLATES-------------
(a -x6'HEADER
2"x4"KING STUD,,,----ENGINEERED.LVL OR STEEL BEAM T.B.D.
---2"x4"TOP PLATES 2"x4"JACK STUD---
(4)2"x4"FRAME - 2"x4"SILL---
TO BE SUPPORTED ON SILL PLATE OR TOP PLATES OF STUD WALL
---2"x4"BOTTOM PLATE
--- --- 2"x10"RIM JOIST
EXISTING 2"x8"JOISTS 2'X4"CRIPPLE STUD---
2"x,o"FLooRJolsTsc�,s" R-20 BATT INSULATION---
OR EQUIVALENT
---EXISTING SUBFLOOR
__ .: 2"x4" BOTTOM PLATETO BE SUPPORTED IN BEAM
LATES OF STUD
---NEW 2"x8"BLOCKING OR CONNECTED TOBE M WITOHLU210JOIST HAANGERS WALL J
'EXISTING SUBFLOOR---
---EXISTING BRICK COLUMN
TYPICAL NEW FLOOR JOIST SYSTEM 8 HEADER OF OPENING
3 BEAM SUPPORT TO EXISTING BRICK A3 FOR WINDOW -FRAME DETAIL
A3 COLUMN DETAIL
Cape, CAD RENOVATION OF HOME FOR: GENERAL NOTES: TNOTE:HE
SCALE. DRAWING NUMBER:
1.ALL OF THE DIMENSIONS ARE FOR REFERENCE ONLY CONTRACTOR 15 TO THE PLANS SHOWN ARE THE SOLE PROPERTY OF
VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND CANNOT BE COPIED,
Ind F 2 F F F START OF WORK. REPRODUCED AND/OR ALTERED,USED FOR PE
RMR
C A 1 EY I 5 I D N C 2.THE GENERAL CONTRACTOR SHALL BEAR SOLE SAFETY
FOR AND/OR FILING WITHOUT THE EXPRESS WRITTEN 1/2�� 1
MEANS AND METHODS OF CONSTRUCTION AND SAFETY ON THE JOB SITE CONSENT OF THE DESIGNER PATPJCK RIMINGTON.
3. ALL WORK SHALL CONFORM TO THE MASSACHUSEfTS STATE BUILDING
De5l6j n CODE(LATEST EDITION)AND ALL OTHER APPLICABLE CODES
4. IF APPLICABLE,CONTRACTOR SHALL IDENTIFY ALL EXISTING LOAD
6 5 6 5 C U D D E R AVENUE BRAKING ELEMENTS PRIOR COMMENCING WORK AND SHALL DESIGN AND
PROVIDE SHORING AS REQUIRED TO SUPPORT LOADS DURING Approved
A5
q q //^^ �//�� CONSTRUCTION. { q � -
P.O. i3oX 80b I 1 YAN N I S PO RT y 1 A S. ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NOTES, for IIIIng DATE
SHALL EN BROUGHT C THE ATTENTION R THE DESIGNER PRIOR TO
COMMENCEMENT OF CONSTRUCTION, PROCEEDING WITH CONSTRUCTION I, 17
MARSTONS MILLS, MA CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY Patrick 0 1/02/20 ■
q q -7 -7,1 - DISCREPANCIES,ERRORS AND/OR OMISSIONS BECOME THE
508-280-/O/'T RESPONSIBILITY OF THE BUILDING CONTRACTOR Rimington
NAILING SCHEDULE IECC2012' RESIDENTIAL ENERGY EFFICIENCY DETAILS
I110 MPH EXPOSURE B WIND ZONE l CLIMATE ZONE 5A (USE EITHER'PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
JOINT DESCRIPTION NO. OF COMMON NAILS `NO OF BOX NAILS NAIL SPACING TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS)
ROOF FRAMING: FENESTRATION SKYLIGHT I CEILING WOOD FRAMED WALL R. FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL
BLOCKING TO RAFTER(OE NAILED) 2-8d 2-10d EACH END U-FACTOR U-FACTOR R-VALUE VALUE R-VALUE R-VALUE R-VALUE R-VALUE
RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END 0.32. - 0.55 1 49 20 or 13+5h 309 15/19 10'(2 FT.DEEP) 15/19
WALL FRAMING:
TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d . 5-16d AT JOINTS 9-Or insulation sufficient to fill the framing cavity,R-19 minimum.
STUD TO STUD(FACE NAILED) 2-16d 2-16d 24' o,c, h.First value is cavity insulation,second is continuous insulation or insulated siding,so"13+5"means R-13 cavity insulation plus R-5 continuous
HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior,continuous insulation R-value shall be permitted to be
FLOOR FRAMING: reduced by no more than R-3 in the locations where structural sheoting is used-to maintain a consistant total sheathing thickness.
JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST
BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d PER JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d, 3-10d PER JOIST CONSTRUCTION NOTES:
BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) - - 2-16d 3-16d PER FOOT 1 . BEAMS ARE TO BE DETERMINED BASED ON DEMOLATION
ROOF STRUCTURAL
AND DECONSTRUCTION FINDINGS
WOOD STRUCTURAL PANELS(PLYWOOD) 8d 10d 6"EDGE/6"FIELD
RAFTERS OR TRUSSES SPACED UP TO16"o.c. 8d 10d 4"EDGE/4"FIELD 2. OTHER EXISTING FRAMING TO BE SUPPORTED
RAFTERS OR TRUSSES SPACED OVER 16"ox. 8d 10d 6"EDGE/6"FIELD
B L AKE O 8d 10d 6"EDGE/6"FIELD THROUGHOUT THE HOUSE AS PER BUILDING CODE
GABLE END WALL RAKE OR RAKE TRUSS W/STRUCTURAL 8d 10d 6"EDGE/6"FIELD
OUTLOOKERS 780CMR AS NECESSARY AND IS TO BE DETERMINED
GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD
CEILINGSHEATING: 3. PROPER BLOCKING REQUIRED BETWEEN FLOORS .
GYPSUM WALLBOARD 5d COOLERS **** 7"EDGE/10"FIELD A
WALLSHEATHING: 4. ELECTRICAL AND PLUMBING TO BE DETERMINED BY
WOOD STRUCTURAL PANELS(PLYWOOD)STUDS SPCED UP TO 24"ox. 8d 10d 6"EDGE/12"FIELD CONTRACTOR
1/2"GYPSU "WALLBOARD 5d
8d **** 3"EDGE/6"FIELD 5. FINISH DETAILS TO BE DETERMINED BY CONTRACTOR
1/2"GYPSUM WALLBOARD 5d COOLERS **** 7"EDGE/10"FIELD
FLOOR SHEATING:
WOODS RUCTURAL PANELS(PLYWOOD)
1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD
GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD
r
CAD RENOVATION O F h O M E FO f�: GENERA`NOTES: NOTESCALE: DRAWING NUMBER:
Cape I ALL OF THE DIMENSIONS ARE FOR REFERENCE ONLY CONTRACTOR IS TO THE PLANS SHOWN ARE N T SOLE PROPERTY OF
VERIFY IXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND CANNOT BE COPIED,
2 START OF WORK. REPRODUCED AND/OR ALTERED,USED FOR PERMIT 1/4" 1
CAI \EY �ES I D E N C E - 2.THE GENERAL CONTRACTOR OF CON SHALLRUCTION AND
SAFETY
THE
FOR AND/OCOHSE FILING WITHOUT THE IXPRESS WRITTEN _
MEANS AND METHODS OF CONSTRUCTION AND SAFETY ON THE JOB SITE CONSENT OF THE DESIGNER,PATRICK RIM INGTON.
3. ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING
De51 (� n CODE(LATEST EDITION)AND ALL OTHER APPLICABLE CODES
4. IF APPLICABLE,CONTRACTOR SHALL IDENTIFY-ALL IXISTING LOAD
2 SPARING E EMENT5 PRIOR TO COMMENCING WORK AND SHALL DE51GN AND
6 5 8 5 C U D D E I \ AVENUE PROVIDE SHORING AS REQUIRED TO SUPPORT Approved
- ORT LOADS DURING pp
_ _ CONSTRUCTION. �;
AOG
5. ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NOTES, for filing .
P.O. BOX 806 g DATE:
H YA N N 15 P O RT, M A SHALL BE BROUGHT TO THE ATTENTION R THE DESIGNER PRIOR TO
MARSTONS MILLS, MA COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION E OF THESE DOCUMENTS AND ANYp 1 7 PLAN
-7 - DISCREPACONSTTUTNCIES,ERRORS AND/OR OM155ION5 BECOME THE Patrick 0 •/02/201 ■ -
508-280-/O'74 RESPONSIBILITY OF THE BUILDING CONTRACTOR
Rimington
NAILING SCHE
DULE .
IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS
1110 MPH EXPOSURE B WIND ZONE I CLIMATE ZONE,5A (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION
JOINT DESCRIPTION NO. OF COMMON NAILS NO OF BOX NAILS NAIL SPACING TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS)
ROOF FRAMING: FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL R. FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL
BLOCKING TO RAFTER(OE NAILED) 2-8d '2-10d EACH END U-FACTOR, U=FACTOR R-VALUE VALUE R-VALUE R-VALUE R-VALUE R-VALUE
RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END 0.32' 0.55 49 20 or 13+5h 309 15/19 10(2 FT.DEEP) 15/19
WALL FRAMING:
TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 9-Or insulation sufficient to fill the framing cavity,R-19 minimum.
STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"o.c. h•First value is cavity insulation,second is continuous insulation or insulated siding,so"13+5"means R-13 cavity insulation plus R-5 continuous
HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior,continuous insulation R-value shall be permitted to be
FLOOR FRAMING: reduced by no more than R-3 in the locations where structural sheating is used-to maintain a consistant total sheathing thickness.
JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST y
BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END '
BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d PER JOIST
JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST CONSTRUCTION NOTES.
BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16d 3-16d PER FOOT 1 . BEAMS ARE TO BE DETERMINED BASED ON DEMOLATION
ROOF STRUCTURAL
AND DECONSTRUCTION FINDINGS
WOOD STRUCTURUR AL PANELS(PLYWOOD) 8d lOd 6"EDGE/6"FIELD
RAFTERS OR TRUSSES SPACED UP TO16"o.c. 8d 10d 4"EDGE/4"FIELD 2. OTHER EXISTING FRAMING TO BE SUPPORTED
RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 6"EDGE/6"FIELD
GABLE END WALL RAKE OR RAKE TRMSOVERHANG 8d lOd 611EDGE 611FIELD THROUGHOUT THE HOUSE AS PER BUILDING CODE
GABLE END WALL RAKE OR RAKE TRUSS W/STRUCTURAL 8d 10d 6"EDGE/6"FIELD
OUTLOOKERS 780CMR AS NECESSARY AND IS TO BE DETERMINED
GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD
CEILINGSHEATING: 3. PROPER BLOCKING REQUIRED BETWEEN FLOORS
GYPSUM WALLBOARD 5d COOLERS **** 7"EDGE/10"FIELD /�
WALLSHEATHING: . _ 4. ELECTRICAL AND PLUMBING TO BE DETERMINED BY
WOOD STRUCTURAL PANELS(PLYWOOD) v v CONTRACTOR
STUDS SPCED UP TO 24"o.c. 8d 10d 6"EDGE/12"FIELD
1/2"GYPSU "FIALLBOARDDPANELS 8d **** 3"EDGE/6"FIELD 5. FINISH DETAILS TO BE DETERMINED BY CONTRACTOR
1/2"GYPSUM WALLBOARD Sd COOLERS **** 7"EDGE/10"FIELD
FLOOR SHEATING:
WOOD STRUCTURAL PANELS(PLYWOOD)
1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD
GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD
r r
//J�J CADf�ENOVATION OF HOME FOR: GE"ERA`NOTES: THEPSCALE: DRAWING NUMBER:
C e 1. ALL OF THE DICONDITION ARE FOR REFERENCE ONLY COMRACTOR IS TO THE PLANS ER AND ARE NTHEOT SOLE PROPER Y OF START'IXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE DESIGNER AND/CANNOT D,COPIED,
2 STAR(OF WORK. REPRODUCED AND/OR ALTERED,USED FOR PERMIT 1/4" 1
CAI \EY �ESIDENCE 2.THE GENERAL CONTRACTOR SHALL BEAR DOLE RFSPONSIBIUTY FOR AND/OR FILING WITHOUT THE IXPRESS WRITTEN _
MEANS AND METHODS OF CONSTRUCTION AND SAFETY ON THE JOB SITE CONSENT OF THE DESIGNER,PATRICK RIMINGTON.
3.ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING
De,s I n 4. IF APPLICLATESTABLE,
EDITION)AND ALL TITHER IDENTIFY
AL CODES.
B IF APPLICABLE,CONTRACTOR SHALL IDENTIFY ALL IXISTING LOAD
BEARING ELEMENTS SPRIOR REQUIRED
COMMENCING WORK AND SHALL DESIGN AND
6 5 8 S C U D D E R AVENUE PROVIDE SHORING AS REQUIRED TO SUPPORT LOADS DURING Approved AG
CONSTRUCTION, for filing DATE:
P.O. BOX 806 hYA N N I S PO f�T N M A 5. ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS E THE NOTES,
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIORTO
COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION 0 1/02/2017 PLAN
MAQRSTQONS7 MILLS, MA o°C���1!5 E�RSA D/OROMIS51ON5 COME„E Patrick. —
508-280-/O7`? RE5PON51BILMOF THE BUILDING CONTRACTOR
Rimington