HomeMy WebLinkAbout0039 MILNE ROAD - Health 39 Milne Road
Osterville
A= 118-018
i
TOWN OF BARNSTABLE
LOCATION SEWAGE # 9�- 3&-
VILLAG ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. 6�5 �a - owST:
'SEPTIC TANK CAPACITY „.1000 f -
LEACHING FACILITY:(type) (size) 1600
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER 4)Ue3"c
BUILDER
DATE PERMIT ISSUED:
DATE COLIPLIANCE ISSUED:
f -
'V.ARIANCE GRANTED: Yes No
kj oD Cale
�ScccRS MIA
` a
No...9 _.. 2— Fms....� ..''
THE COMMONWEALTH OF MASSACHUSETTS
'3
BOARD OF HEALTH
d / ................OF.....1 ' �fAdl--e_
Applirutiuu for Uiipuuul Works Cnuustrurtiuu rrutit
Application is hereby made for a Permit to Construct ( ) or Repair (.111�/an Individual Sewage Disposal
System at: y
................... ........._ •..... ..................................................................
t Loc ' Add ess " or Lot o y
... .1' .::=-- .! ........................•.... ----.. -..�
/ Addres
� Instaaer Address
d Type of Building Size Lot_._........-•.-•-------..---Sq. feet
V Dwelling—No. of Bedrooms............ ..........................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Q, Other fixtures --------------------------\': ------.•--•-••••••-••-••---•-••••••-••-•-•-•••••••---••---•---------•-•----•••-•••-•••................
W Design Flow............................................gallons per person per day.. Total daily flow............................................gallons.
WSeptic Tank—Liquid'capacity........____gallons Length---------------- Width................ Diameter---------------- Depth................
x Disposal Trench—No.-------------------- Width.................... Total Length.................... Total leaching area.................... ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.........................
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Ix --••--•--•-•-----••....•...•-----...•---•••................•--------.....--••..................---•-.........................................................
0 Description of Soil........................................................................................................................................................................
W ----------------x -------- ---- - -•-------------
U Nature of Repairs or Alterations—Answer when applicable__ � : �' � __: . _._'_y�...
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of i T'� :a.
p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate C liance has been issued by the boar of healt .
ig ed.......�� � ........................
...•---•••---•--•---•--
Date
Application Approved By................. .. --• -� -•--•--•-- 5..--V Stv Date
Application Disapproved for the following reasons-----------------------••-------------------------•-----------•-----------------------------•--•---•---•---••----
I ..........••-----_._•-••--•-•---••-••----•••-••...•••---•---...•.---••-•--•----••-•--•....-•--------•-----•-----•--•-----------•--•--•••-•-••--•-••---------------••---•-•--•-------- --•---....--•---
a Date
PermitNo........9.`.. ------------------------ Issued.......................................................
Daze
it` d *' i
Fps .....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
- ................OF.......�' T/r9'c--..�-----.----.--------.-_---------_---
Applira#ion for Eligpo,aal Workii Tonotxnrtion Prrmit
Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal
System at:
............. ................................................... � 7,4-------------------- -------------....--------- ..--....-- ----------------- --.............---
Location3 Address or Lot�7o.
--- -t- �'�'r n .......r � �= -------------------- ...............................................�� . �. �/........�`,.�. . ��!�'��!�:.
Owger / Address
W •..s' e _.l.s.. y r I tom`_. *}'_: ' sGl '•'� kli ....:.- Al t !? ? �4 ,
-- .
Installer Address
Q Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............. ..........___ .Expansion Attic ( ) Garbage Grinder ( )
P4 Other—Type of Building ............................ No. of persons........................... Showers ( ) — Cafeteria ( )
Q' Other fixtures --------------------------------
W Design Flow............................................gallons per person per day. Total daily flow..............................................gallons.
GG Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No.___••---.-.---_--- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.....................
G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---------------_........
a ................................_............................................................................................................................
0 Description of Soil.....-...................................................................................................................................................................
x
U -•-•--•---------------••-------••••-•-•--••----•-•••-••--•-•••-•------•--•---•-•-•-....•-•.....-•-•..........---•-•••••......---•-•-•---••-•---•••-•...................................................
x - - ----- -----------------------------------•-------•---------=^--�=
U Nature of Repairs or Alterations—Answer when applicable C_%—' — � _ "" s� l AM�'`� ""I—PM47c.__=_.
Agreement: 7 .0,
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
Tr�x n -�
the provisions of 1 i t }of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Cci 'Vliance has been issued by the board f.heaIthht
Sued......... .:'.......----•................. .:....--------._.._..._.-----••-•--
Date
Application Approved By..................(6- ..... ......................... --.------ �-
Date
Application Disapproved for the following reasons:-------•------------------------------------------- ------------------- ........................................
.........-•----•----------------------•-......-------•--•-----••----..........---------....--••--•-----..._..............-------------•---•---•-•-•---••--••----•-•--•---••-------... -----••---.._.
Date
PermitNo.......u-g.:... - �,---------•------•----- Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.... . ...`...:1.'...............0F..... j �" 5��"!1• � ? f...........................
C-Errtifiratr of ToanpliFanrr
THIS IS TO.CERTIFY, That the IndivijjjaI Sewage Disposal System constructed ( ) or Repaired
b1�.�...c'w' h� ------------•------------------------------------•------------•-----------------•--=-••--••-----.._........--
Installer
has been installed in accordance with the provisions of Ti Tl 7 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No....... .cl....... dated--------------------------------------------•---
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE....................... ' ............................... Inspector......................... ------------.........................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
!l� I/ OF......F .e� � f.. ......................................
No....V�.......36.1 FEE..... .......
Mapos al Work.5 TomitrudionVrrutit
Permission is hereby granted......... :• �'!s � ..__:. /6. " ?----...................................................
to Construct ) or Repair ( an�fInnd/ividuaLSe =age B's/osal System
at No.......... �.....�1�.. e� _...rC�.d 2....."""�Y������/.�__lf7wL,
Street �jp
as shown on the application for Disposal Works Construction Permit No-9 `�iZ Dated..........................................
.................................. ................................................
-
Board of Health
DATE. .......................
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
.AsBuilt Page 1 of 1
TOWN OF BARNSTABLE
LOCATION I�`�ll_.l�P� SEWAGE # 9?` 36, ��—
VILLAGE- cl R5 Z ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONENO. ��-t i 5 .13r105 -_ Coust- 36-X-6112
'SEPTIC TANK CAPACITY fDDo /
TEACHING FACILITY:(type) 12W (size) 1600
NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER 4)U'3 tc.
BUILDER O
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
http://issgl2/intranet/propdata/prebuilt.aspx?mappar=118018&seq=1 12/17/2012
Certified Plot"'."Rla-n In 0 s tervif 6 MA - 02665
Prepared For : Meagher, Construction; Inc. Address: 39 Milne Road
i
Assessor's Map: 118 Lot: o;s ;; Baxter .:Nye Engineering & surveying
6`D '..Community Panel Number.. 250001 001 Registered Professional
F.LR.M. Map Zone: Flood Zone "C" Engineers_ and Land -Surveyors
Plan Reference: Land Court Plan 9755—D, ;Lot E4 78.,North Street, 3rd Floor ,
Certificate of Title; #133055 Hyannis, MA 02601
y . ., i• : one (508) 771-7502 . Fax (508) 771-7622
z
Owner: N/F- William M. & Cheryl Ann-Packer Jo, Number., 2012-60. Scale 1"' = 30 Date 10 .7-2013 t
I l `
Ohl 118-019
Nam. l
INGRAHAM,%JONH &;PA TR/C/A, E..
STOCKADE
V FENCE 4.7' X 6.5' . CBA H l
..: .':',
r S. 81'11'20" E BULKHEAD 219.91' FOUND l
. f / ( -
CB/bH �� ! SEPAC LOCH AON {
FOUND PER BARNSTABLE '� �!
-BOH RECORDS ... : i� N o
=(APPROX/MA TE) O . r, N:
P l
WOO 178 S.F.
ASSESSOR'S r54.3't O l
' MAP 118 LOT 18 . _I
c LAND COURT LOT E4
io
25,0.39_*S.F. EX/SANG = 3
o DHEWNG o -
1:112 STORY
(983fS.F.) Z
ffloosmQ STONE l
z+ Z_ -ALIENION260 S.F. 4 W RETAINING (�
WALL
SHED
. 126-*S.F. 53,1't
^►cz�o 3 I� -
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�D o 58.Tt 103
z m SHED W
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to,
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a 1 118,017 W l
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CERTIFY THAT TO THE'BEST OF„MY KNOWLEDGE THE'EXISTING'STRUCTURES SHOWN HEREON ARE
w IN COMPLIANCE WITH .THE APPLICABLE BARNSTABLE `ZONING.DISTRICT SIDELINE AND OF M
c=n REQUIREMENTS, IS LOCATED INL RELATION TO•THE MONUMENTS-SHOWN AND IS-'.NOT-LOCATED..
9
. WITHIN A `SPECIAL FLOOD HAZARD AREA:. `- ���� SHANE M.
o BRENNER.
.5. THIS PLAN IS 'NOT TO,B CORDED NOR IS IT. TO BE_USED TO ESTABLISH' PROPERTY LINES. No.45917
' FJ QFG/ R�0
0 7 z STE
ONAL LAND SURVEYOR BAXTER NYE ENGINEERIN
Nq� ,
REGI RED P N _ G & SURVEYING - DATE ,
7 , i
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A11 SW4' 'S.tandard Shearwall; l/V CDX w/ 8d ring-shank @ 6" o/c I
and solid blocked seams w/ 1/21, GwB/plasterboard on inside
,Incr'eased ,Shearwall `,1%,2" CDX w/ Sd ring-shank @ 3" o c on x
sv�3 - / RESIDENCE}
6 and solid blocked seams w/ 1/211 GWB/plasterboard on inside rn5e
W® 39 MILNE
16'-62' OSTERVILLE MA 02855 •f
#13 Semi-flush 2nd Floor Beam; 3 ea 1.75"x 9.25" LVL (continuous)
7,-1, 2. or 3 ea 1.75"x 11.25" LVL (sectional) . Fasten plys w/
2 rows of 3-5/811 Trus-Lok screws @ 16" o/c from EACH side. >
1M\ #14 Recommend 5.2511 square PSL posts be run long thru the floor
18 & girts below to foundation/footer pads. Support ends of a is
the severed main girt w/ 4"x 6" PSL posts
#15 Flush Frame Anchor; Simpson HHUS5.50/10
#16 Applied Header Beam; 2 ea 1.75"x 11.875"LVL (continuous) . At
the old house strip sheathing to expose top wall plates,
T rim-joist, 2nd floor shoe and the bottom of the gable wall
studs.
0
I I
I I m Glue and apply 1st 1411 lam
I
sw) A* screwing to the rim-joist w/ 3-5/811 True-
2-log 4 lok screws. Glue and apply 2nd lam to 1st lam and again
-v
TV ROOM attach w/ 5" Trus-lok screws. Both screws; 2 rows in the
T ' rim joist and top row in the wall studs.
l
#17 Optional location for 2"x 8" KD SPF Ceiling Joists. Set-up
21611 maximum from top wall plates Nall cig Jst lap splice w/Bea 16d box nails ee
————� M_USe KRCW_" #18 Large Opening King Posts; 3/2"x 6" KD SPF pilaster run full
CAMMT"IN FAKM*e
POP STOFAIC height to rake rafters. Provide additional 2"x 6" jack
NIRCORWAVE TO"E ei " " "
'q PANTRYI , ,�,•� stud for 2/2 x 10 w/ 1/2 CDX header & insulation pocket
AI�
YJTCWK X�D FR, ENGINEERING NOTES
TO"e RP1 PAT Q
t
cAN I
7 \ /
II FAN x -------
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j KITCHEN i BATH / \
PINING i i i / \ � -T r A Poo)
` ii
ROOM : I F• .. .)K
new NooD ' a' •`�L
=TIN12 WALL `" I
nu"r ee sAVI" I I
AND PROTECTED I I ,
DURING I I L •�
COIJgTRUCTION
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13ESDROOM
n`Y i i i MEAGHER
I I I 16 CONSTRUCTION
1 49 GUILFORD RD
I '0 I CENTERVILLE, MA
I , - SOB-42B-045B
—
hr' I LIVING I I I PROJECT NUMBER:
M ROOM it
UP DRAWN BY:GM
e1N j 1 I
I I 14 SCALE:AS NOTED
,
I I ■ ')7` � -_- _-_--- DATE:8 OCTOBER 2013
ep
FARM
IWLT iw1NDow - ---1-- - -n _ —
---
�o
mew I.wlOr W DECK
�' 18 T TLE
RENOVATED 1ST FLOOR PLAN
~' 1B'-62• 29'-61'
2
1 -% _�•>-�,� HATCH RiDICATr=S
i NEW WALLS Al 0
1
RENOVATED FIRST FLOOR PLAN gDALE:114-11p 1
A
1 t
SWr1 . 'Standa3,Shearwall ,,1 2" CDX w ring-shank RESIDENCE
/ / 8d g-shank @ 6n o/c
and solid blocked seams w/ 1/21, GWB/plasterboard on inside 39M6ERD
OSTEFVILLE`MA02655
s j 3`t
ENGINEERING NOTES
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-- MEAGHER
I --- CONSTRUCTION
— 49 GUILFORD RO
--- CENTERVILLE, MA
SOB-4215-0458
4 V
——— PROJECT NUMBER:
SHEL SHE—M b I i DRAWN BY:GM
I
SCALE:AS NOTED
2�-41e' 6',�. 6,-0� 2,_�� DATE:9 OCTOBER 2013
I _
I Ef%1%j:%� HATCH INDICATES
I I NEW WALLS
IL--------------------------------------- �
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----- --------------------------------------j RENOVAIED2NDFLOORPLAN I,
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RENOVATED SECOND FLOOR PLAN BCALE:1,4-1�-G
#18 Large Opening King Posts; 3/2"x 6" KD SPF pilaster run full RESIDENCE
height to rake rafters. Provide additional 211 6" jack 39MICNERD I "'
r `'• Ixw;;
stud for 2/21 10" w/ 1/2" CDX header & insulation pocket 0STERVILLE""fo2sss
s X
ENGINEERING NOTES
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RENOVATED SOUTH ELEVATION SCALE:Ill T-P 2
TYPICAL ROOF CONSTRUCTION:
NEW ARCHITECTURAL GRADE ASPHALT
SHINGLES TO MATCH EXISTING OVER
30# ROOF FELT OVER 5/8' COX MEAGHER
PLYWOOD-CONTINUOUS RIDGE VENT CONSTRUCTION
W/RIDGE CAPS TYP., WOVEN SHINGLE a9 GUILFORD RD
HIPS AND VALLEYS, TYP. CENTERVILLE,MA
BDe-ate-Dase
NEW WINDOWS WHERE REQUIRED PROJECT NUMBER:
i
12 'L_;,T.iJSJ ® AZEK DRANM BY:GM
,JJ.JJ'.1'JJJ ('. T1
,O� r�JT'r r I' rlJ'.�� _ 71 NEW ASSEMBLIES
RAKE AND EAVE TRIM
1 8 J.�J�J J"_'I,Jr r y 40 ASSEMBLIES TO MATCH EXISTING SCALE:A6 NOTED
1 Jr IJ�, Y�,.Jrl I ,I � :I �
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ry J I J j?y �t� T-Z' DATE:9 OCTOBER 2013
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Ina r,I CI I I GUTTERS AT LOWER ROOF TO
III IrI�III I,I IiIII! Iil II1J
,J 1.,17,J Jr71 fill._ MATCH EXISTING
-:
(Y-1I I �Ti' JI lTiI'I rf� I- 'J ''TIT',�!'� - r�• rJ r I� �'l '` �TIrT"'I� "l -' ,<"r I I_', WHITE CEDAR SIDEWALL SHINGLES,
J 1�1 J J T�1 7 r �1J 11 I J 1r R•1R.STAINED COLOR T.BD. - 5' TO
„J ® I' J�i IJ-��L�j_��' '�' ® MATCH EXISTING
1` J lar _ll!J� 11 11 rl r
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J-J-r'a-. L71 J1 J I 'f Iti i Jn , u
r PORCH
I''r I1T.YAII rT YJ 1 RENOVATED ELEVATIONS
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y JII L7r J• :: 1 i JS ��1T J.. }err �J Ir J ?J n Ut o
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RENOVATED NORTH ELEVATION BcAL-114— 1
A2.2 SWA Standard Shearwall; 1/2" CDX w/ 8d ring-shank @ 6" o/c
Sec.3 and solid blocked seams w/ 1/2" GWB/plasterboard on inside PACKER
#1 Continuous Ridge Board; 1.75"x 11.25' LVL (non-Bearing) w/
RESIDENCE
Simpson LSTA18 strap tie over ridge - each rafter set 3s IVIILIVE Rph , °u
#2 Treyed Rafter/Ceiling Joist Lap Splices; 15 ea 16d box nails OSTERVILLE MA y02655
#3 Provide Simpson H2.5 clip every rafter/ceiling joist set i' c '3 "': 01
i
94 Solid blocking 41011 o/c end two bays at gable ends
#5 Rafters & Ceiling Joists; 2"x 1011 RD SPF @ 16" o/c
#6 Provide row of solid blocking below wall above. Fasten the
shoeplate to joist/blocking below w/ 2 ea 6" Timber-lok "y
screws stagger spaced 16 o/c (2 screws per bay)
P Y
#7 Verify or install solid rim-joist. Install upper plywood
from wall over rim-joist. Install Simpson LSTA21 strap ties
with half on new rim-joist and half down face of lower wall
spaced 4811 o/c INTO wall studding. Provide dedicated. straps
at each corner end of rear dormer.
#13 Semi-flush 2nd Floor Beam; 3 ea 1.75"x 9.25" LVL (continuous)
or 3 ea 1.75"x 11.25" LVL (sectional) . Fasten plys w/
MW 12 NEW DORMER 2 rows of 3-5/8" Trus-Lok screws @1 1611 o/c from EACH side.
oow+Ex 31--- Joists are supported in Simpson LUS28 flush mount hangers
•� ;'to'�Tr �Ir' ENGINEERING NOTES
T,1_7`JL�i'�
12
10 J,IJJ �Y I'' YI,'Ji i l
,11'i T- i7 !1 777 �rY TT 11iI,T!I'I I 'TI NEW SHED ROOF
iI�'1JJI !JrITJ� � J_I JJfj JJJJJ �P
1.�{JSJ�r JJ�JJ J �J IJ'�T�,JJ�J T..L �J'T{ O���P
-T 1JJ �: JJ�.J rJJ J 7� L,. II J� JL
J_J 7JJ S�1
J,,r'CJJJ I 'tJ J ]T r 1 Ji TrT r�1v_ I I�1�T�'rJ{>' exp;,
RN� ��� �O1
1 i.r'1 fir,iJ 1 11' -Il f1l i'fT � it
liiI' ll:r 1J1,' +III� ! !I 111 II It lti`f' I I1 1 `I fl fr �"' 1_ J 1,,J J !JI+ A�r�I,AI
tt _ J r r rJJ r 7T r � �JY I T JL
J:. J .A'1J_J�.I 11J.(rL..J-Ir -:- 1'J.L,JJ JLJ'JJLWJ_,Jrt� .�11
1 f r 1• t J 1 I J-,4'J ,U fI'1'ji JU -T Irl ,..I
��IU,rJJ ,lJI,"J�lJ�I J tt= ',IT'J._J T j i+I J r �,1J lr �f��"i I� .�(,
,J TJ_rJ �JJ !� 1JJ1,11.7r Jr J4 rJ_UIT JIJ_ J -� T.
I I�I 1 Ir III f. i'Jr IJ� ITTf"' I rl l l I t- { �TL T tT. Fj
JIJ. ,JJ,Ir1�I-iJ / I 7_, I
J SJJJ_J �i J Y1�T'_ Il J J I I 1 J.1J -�}Jj_ 1,J L• 5���
JJI J � r iI T7' �rrJJ 7 :�J1J iY T u.
1 7 I"I I ... ... �TLy�7J' -1'7 r�.J Lj r1 J,_ J�J_ {�r.�� :r ':J� fl{ lTl I 1f I , t 11U11 I- (1� f,ll I ri J T I
- JJiJ I� Jj+J � IJII J I I II J I.11� J J IJ I � �J! LI I[ � � 1 {
JS J ] f J LSJ J� r i
JL r� ref' J ,{�� �ijl' 1J Jf, t vet • �►!'!'
7 IJ7 T J J J 177iS rL 'L _ tlrr J rJJr 7 T L Sr r 4 i-J+YOR L
J-J_ '{ JJ r 1' J ��. J•SrJ �il�'J_ I r" J1 J,J 17T-i rJl JJ J J_I-f,.J,l l
IJL. C J.I r li I I r7 II 1 { lltlTTi,
r I I JI? i_ I1 fl! Y_I L lVi,
IJ_
RENOVATED WEST ELEVATION SCALE:1/4-V 1
TYPICAL CEILING: 1/2' BLUEBOARD
1 ON 1X3 STRAPPING ® 16. O.C. W/
VENEER PLASTER, 2 COAT SYSYEM,
4 R-38 INSULATION
5MEAGHER
12 42 CE.2 CONSTRUCTION
11GW 3� d3 '3 49 13UILFOORD RD
MA
0o wErt
50e-42S-04SS
PROJECT NUMBER:
`� TYPICAL WALL CONSTRUCTION: DRAWN BY:GM
STAINED WHITE CEDAR SHINGLES R B g
R,5'.- EXPOSURE OVER 15'FELT. 1/2' SCALE:AS NOTED
12 CDX PLYWOOD SHEATHING, 2X6 NO.2 ,
OR BETTER SPF STUDS • 16.O.C.,
SW-1 10 R-21 K,F. FIBERGLASS INSULATION, 1/2' DATE:9 OCTOBER 2013
m BLUEBOARD W/ VENEER PLASTER, 2 T
COAT SYSTEM
6 13 �
�IJ IJ
I-;J.��JT J1_ r•-i T. f..J
SECOND FLOOR SYSTEM:
UJI.1 7L:, , -
Ti ,J �zTf ',Jr �Z�r-rL 1 2x10 FLOOR JOISTS ® 16.O.C„ 4 TffG
_ JJ,J rJ1 �iJ
J PLYWOOD DECK,GLUED AND NAILED,9'
UNPAGED GATT INSULATION.1.3
T I;HHIT, yl rr J Ill i l�7'JI!. J I.7.S�.ry�.�LI ��II �r J�I T�Jr ,, TAPE AND MUD ALL SEAMS, SAND AND
'. r ' f '� � I 1. 71'�JJ1L7 JJ�
1:Ll- t !.,.+JJJ J ! JJ 1 J.L�IJ,1 J I IJ�I'1 1 r{
�;y TJJ.'f• TJ r-f,J-I >JJi'1 -rl..-J-7,J_IT 1 1:i.��J.J-Ti- ————— PREP FOR PAINT ———————————————— TITLE:r{
I j, r. 1f JJ L J TJ�Jr r� i I Ti Yl, i i?i JYi r Jl?i�J 1 ———— RENOVATED ELEVATIONS
77 JJ 11 JJ J JJJJ J ——
1 IIII,I-1 J,lii 11!� Ilt litl ll1,I;r!I 1I I11.1111_Illfl�l Jr`� j7 ,fl I Ilfi 1111 II
rW tl._{a' S J 1. LJ _ J IJ LJJ 1 il
J J J IJJ Q J l �J�lt.] �JJ J'J h
�i IJTI Trrt�..Jr 1'I{ iJ ij i1� 1_T7' II f�J l rr rf�7-I J 1T �.J J-4'r' �-'-•''1" J iJl J r 17 �-1.J TJ
JLT�-,7.��7,'_�{f" 7' r U-ftJf,r 1 rI JL
1 ��T-�Yi` J J IJ JrJ-1-rjTTi'' 1 1�7.T'Tf_ 'TT �JL J_I`JT. �r�T�; '1'. ,� I ..
ri.,l 11T ?r7r i.r.l lil r ,l, I ;r:,r „f 1 I,L; r1J1 1 +11 J,, -I 17J Jr
is,I Yfl „('�'.I; rl..l., i,711i
1
r,
EXISTING WALL AND CHIMNEY i i EXISTING
1 , TO REMAIN - REPLACE 1 ,
i NEW ADDITION I SHINGLES I` NEW ADDITION -i BASEMENT e
A2m2
RENOVATED EAST ELEVATION SCALE:114'=, 2 RENOVATED SECTION SCALE:1/4'='Lcr 3
S1.1 #19 1st Floor Joists; 9.51, TJI 230 Series @ 16" o/c. Provide PACKER:
Found 1 row of 1"x 611 flat ledger across mid-point of bottom RESIDENCE
truss chords IMMEDIATELY after setting joists & decking
#23 1011 Sono-tubes on BF24 w/ Simpson ABU46 post base. Wet-set 39MILNERD 1 ,
2 ea #5 rebar shear dowels OSTERV.ILLE,MA,;02655
#24 Footings; 1211x 1811 reinforced w/ 2 ea #5 horizontal bars " r
#25 Foundation; 811x 410" w/ 1 ea continuous #5 top & bottom bars.
Wet-set #5 dowels @ 3211 o/c and place anchor rods in top " 1
Provide dedicated corner bars - no corner x-laps r `1
2 #26 Anchor Bolts; 5/811x 101, (for single plate) w/ 1/41•x 31, square 4, '{
steel plates. All bolts spaced 48" o/c plus dedicated corner
bolts w/in 12" of all outside & inside corners. Provide a
and O minimum of 2 bolts per each wall panel over 18" in length
- - - - #27 - z Existing Masonry Foundation some horizontal cracks From
appearance core grouting has occurred. Inspect cores for .
solid grout content, verify over-fill along tops of wall
minimum of 2 bolts per each wall panel over 18" in length Y �Fs4N1M
.11,Oft 6
NEW CRAWL ( I s,
SPACE TIE NEW FOUHPATIONI _ \/ ,y
TO EXISTrV.W/RL
91MAR SOLD :r
E�i�IS;IN�MA INTO ENGINEERING NOTES
(] I I WALL � •
D dc�. ?as9
Y CONC.DUST SLAB ON
' I GRAPE OVER 6 MIL POLY
VAPOR
GRAVELOARRIER OVER 1' \�
Q`P
TIE NEW FOuI•DA#4
TO EXISTING W/"4
RESAR SOLD
GROUTEP INTO
EXISTM6 MASONRY
WALL CUT EXISTING FOUNDATION
TO AS RPCIURIED TO 27
IDE PROV ACCESS TO NEW
CRAWL SPACE AREA
REPCR TO Et/rd1P1RS
N.T63 POR RCINPORCING
EXISTING MASONRY WALL
WITH HORIZONTAL CRACK
EMSTIMG
BASEMENT
TIE NEW Fcu ATOM To MEAGHER
AR SOLE
/ a-N esrr ar•..,e.n CONSTRUCTION
GROLr SOL I -- 49 GUILFO RD RD
GROT7TFD IN
WAL111G M OT1RY I == a"c.n� ac "'� CENTERVILLE, MA
( _ P 19 SOB-429-O45HPROJECTNUMBER:OF SUBFLOOB0'�^'�
—_ La.aie.•T®OrerD r6•rG DRAWN BY:GM
tlEW CRAWL-
SPACE
SCALE:AS NOTED
TIE NEW FOUNDATION 1I .a ra x ruoa aais•,a on
c,ID MP of FauNMnoN WALL
n REBAR
EXISTING W/1Ff DATE:8 OCTOBER 2013
GROUT SOLD ® ' ivnlm, 1m w,ur•e
2'COMC.OUST SLAB ON GROUSED INTOrO1cr<o,mc..ww Y '�•r • Itl 11 arox��n•w�ns•�aawi.
EXISTING MASONRY �® -
GRADE OVER 6 MIL POLY m¢®Om,r raR uCwi ee�r
VAPOR BARRIER OVER 0 T
GRAVEL I I 11
I : I I .. I � � •n° 25
I .
i I o ;I
1- °33 - J I 23 I I�
F LL
------------- O- ---------------- - - ----------------------�OI IIO
e
tii TITLE
pn .
ICY Cot-IC.PER W/ `�;�oio�.MO1e - ly1. RENOVATED FOUNDATION PLAN
24'08IGPOOT FOOT14G
•. TYP RIP or FwnNc 1 i
a 24
i
t 4'-O�, 5.-g1, 4,�v5, A.
9 1'-6' 810-42 B•_4• 1O'-4° �'�___- .
BOT of FoonNc
16'-6Z•
�OOva�"i u'�r vie�rwo a ma wowmxmr`�•w mew wum wn
. 1
RENOVATED FOUNDATION PLAN SCALE:1/4•=1- 1 FOUNDATION DETAIL SCALE:3/4 p 2
I
' I
#11 Continuous Porch Header Beam; 2 ea 1.75"x /,25_"_J LVL (Bearing) PACKER'
S1.2 w/ 2 rows of 3-5/8" Trus-Lok screws @ 16" o/c
Floor #12 Support Posts; 4"x 411 PT SYP in Trimwrap or 8t1 Poly-cast RESIDENCE
Column. Fasten top to LVLs w/ Simpson AC44 post caps and 39MIUJERD
fasten bottom to deck beams w/ pairs of Simpson LSTA24 9STERVILLE°MA 02655
#19 lst Floor Joists; 9.511 TJI 230 Series @ 16" o/c. Provide
s 1 row of 111x 611 flat ledger across mid-point of bottom J ,-
W® truss chords IMMEDIATELY after setting joists & decking
#20 211x 1011 PT SYP Deck Ledger in direct contact w/ exposed wall
sheathing and rim-joist. Install 2 ea 5" Ledger-Lok screws
staggered as shown every 16" o/c (in joist bays) . Use HILTI ;
�J SS 58-612 Kwik-bolts in lower 1/3 of ledger @ 3211 o/c
#21 Deck Beam; 2/2"x 8t1 & 211x 1011 PT SYP spanning 2 sections w/
staggered butt joints T 7
#22 Porch Posts; 4"x 611 PT SYP w/ Simpson ABU46 post base and 5/811
embedded anchor boltt� (� S•
#23 1011 Sono-tubes on BF24 w/ Simpson ABU46 post base. Wet-set 1 ^'��• ,
2 ea #5 rebar shear dowels `
ENGINEERING NOTES Y• eJA(]IJ11 �,
MEN-,-
-.._
JOMTS.15'O.C. 1
PPG
12
EXISTING
BASEMENT
MEAGHER
CONSTRUCTION
_ 49 GUILFORD RD
CENTERVILLE, MA
506-42S-134S8
19 21 PROJECT NUMBER:
DRAWN BY:GM
9.6'TJI 390 PLOCR
UP SCALE:AS NOTED
4rI-_T73
O PT LEDGER TO!us 20
R HEW CONG WALL W/ID e'
K SCREWS STAGGERED EVERY TB' DATE:8 OCTOBER 2013
BAYS AND HILT SSJ bB-612 KWIK
WER In OF LEDGER t
U22
P,,D K
7aT Ne' .C.
_LL
_ I
12)2.e a"GLe 2XIO
Pa.BEM z W TITLE:
21 22 I I 23 p p
1 ST FLOOR FRAMING
vm �
II
Slm2
FIRST FLOOR FRAMING PLAN SCALE:,,4°= 1 PORCH SECTION SCALE:34=1' 2
S1.3 #1 Continuous Ridge Board; 1.75"x 11.25" LVL (non-Bearing) wJ PACKER;
Roof Simpson LSTA18 strap tie over ridge - each rafter set R ESIDE N C E
#2 Treyed Rafter/Ceiling Joist Lap Splices; 15 ea 16d box nails
#3 Provide Simpson H2.5 clip every rafter/ceiling joist set 3sMfuVERDS
OSTERVILLE MA 02655 .
#4 Solid blocking 410" o/c end two bays at gable ends
#6 Provide row of solid blocking below wall above. Fasten the + -
W®9 shoeplate to joist/blocking below w/ 2 ea 6" Timber-lok { ;
screws stagger spaced 1611 o/c (2 screws per bay)
#8 Framed roof overlay; 211x 8" KD SPF @ 1611 o/c. Provide vents
or scuttle to new wing roof attic area
tut #9 Cripple wall to suppport over-frame porch rafters
w #10 Subject to eaveline; 2"x 6" or 2"x 8" @ 1611 o/c are OK
#11 Continuous Porch Header Beam; 2 ea 1.75"x EZ-C] LVL (Bearing) (�
w/ 2 rows of 3-5/8" Trus-Lok screws @ 16" o/c
#12 Support Posts; 4"x 4" PT SYP in Trimwrap or 8" Poly-cast
Column. Fasten top to LVLs w/ Simpson AC44 post caps and
4 fasten bottom to deck beams w/ pairs of Simpson LSTA24
#13 Semi-flush 2nd Floor Beam; 3 ea 1.75"x 9.2511 LVL (continuous) T. VfAF 1M ♦+
—— —— or 3 ea 1.75"x 11.25" LVL (sectional) . Fasten plys w/ � - PH(LSA"
2 rows of 3-5/8" Trus-Lok screws @ 1611 o/c from EACH side. �AuK4"
Joists are supported in Simpson LVS28 flush mount hangers �
ENGINEERING NOTES
aaP Pll xy+c m m
3 epF•w�w�uwaon ———— J o Octn �?-? Y III
- �
i SHED ROOF OVERI I tSCjJ` 1Q1
2
I I I
i
i II
I II
——————— — --
- I I I
I I I I I If II I
I
d I I I I I II gl I
Ell
m� I L V I s •+eo rWA•WSC t N I
I cLw .e rH.r
II v KQ 1 — — II
MEAGHER
CONSTRUCTION
— — --
49 GUILFO RD RD
191 l 9-I YL T - I CENTERVILLE,MA
.......
/ — — — — FLO R VEL S0
B-428-045B
PROJECT NUMBER:
w H I
1 I
PL AL FL I I DRAWN BY:GM
I I 81 I i
V I — I I — — —— — I 3 I —I SCALE:AS NOTED
3
U I I I 3 eG roR 11 I I I I 1 1 I I - DATE:9 OCTOBER 2013
— J L — — J I I
tll I — I L — — — ER BLO K14W — — — I
a
?dy10
FLOOR
30 0 1
rc
> I I I I I I I I I I I 6 I I I I I
m L I I I I I I I R R eX rtnq ral I I I I I I I I I J I
I
I
I
FT6 • o. ; `.ROOF FRAMING:PLAN -
j DI BermM rn TYP ten.
[
4 11 10 12
S3
1 .
ROOF FRAMING PLAN SCALE:1,4•=1'_D 1