HomeMy WebLinkAboutMiscellaneous - 53 BROOKVIEW DRIVE 4/30/2018 - 53 BROOKVIEW DRIVE ? 1
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MAP # LOT # 3
PARCEL # STREET Y itJAk
CONSTRUCTION APP
HAS PLAN REVIEW FEE BEEN PAID?� ,� /� YES NO
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PLAN APPROVAL: DATE `t` APP. BY
DESIGNER: MPe,C A)D-l-) PLAN DATE (�
CONDITIONS
WATER SUPPLY: TOWN WELL
WELL PERMIT DRILLER
WELL TESTS:` CHEMICAL DATE APPROVED
BACTERIA I DATE APPROVED
BACTERIA II DATE APPROVED
PLUMBING SIGNOFF WIRING ,SIGNOFF
COMMENTS:
FORM U APPROVAL: APPROVAL TO ISSUE YES NO
DATE ISSUED BY
CONDITIONS:
FINAL APPROVAL:
ALL PERMITS PAID NO
WELL CONSTRUCTION APPROVAL YES NO
SEPTIC SYSTEM CONSTRUCTION APPROVAL NO
OTHER YES NO
ANY VARIANCE NEEDED YES NO
FINAL BOARD OF HEALTH APPROVAL: DATE: BY:
SEPTIC SYSTEM INSTALLATION
IS THE INSTALLER LICENSED? YES NO
TYPE OF CONSTRUCTION: NE REPAIR
NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW YES NO
CONDITIONS OF APPROVAL YES NO
(FROM FORM U)
ISSUANCE OF DWC PERMIT NO
DWC PERMIT PAID? YES NO
DWC PERMIT NO. INSTALLER:��G .�. C��
BEGIN INSPECTION YES NO:
EXCAVATION INSPECTION: NEEDED:
PASSED BY
CONSTRUCTION INSPECTION: NEEDED:
AS BUILT PLAN SATISFACTORY: YES:
APPROVAL "O BACKFILL: DATE: , BY
FINAL GRADING APPROVAL: DATE BY
FINAL CONSTRUCTION APPROVAL: DATE:3/ca Y D
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Food Handler
'lure of Person-in-Charge
i Inspector's Signature
0136
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Kel Iowa Draf'tlr1 aery Ice
P.U. Box 231 i
Methuen Ma, 01844 - 0231
Bus, (808) 682 - 6028
Fax (808) 686 - 386?
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PRON - P-I EVATION,
SCALE: 3/W' -f
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..i-r COLONIAL
4 BEDROOMS
2 1/2 BATHS DRAWING # CL 219-A
rA? AE v�:DEs; I PACZE. J
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Kelloway Drafting Service
PD. Box 231
Methuen Ma, 01844 - 0231
Bus. (508) 682 - 6028
Fax (508) 686 - 3861
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REAR ELEVATiON
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DRAWING CL219-A i
PAGE: REAR ELEVATION �
SCALE= 3/16" = 1'
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KeIloway Drafting Service
FO, Box 231
Methuen Ma, 01844 - 0231
Bus, (508) 682 - 6028
Fax (508) 686 - 3861
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LEF-LELEVATION
DRAWING # GL219-A
PAGE: LEFT ELEVATION
5GALE= 3/16" = 1�
GENERAL NOTES=
Kelloway Drafting Service
i,All dimensions are to be verified by the ContractorP.O, Box 231tor Methuen Ma, 01844 - 0231
and arn,}adjustments made accordingly, Bus, (SOS) 682 - 6028
2,All work shall be completed in compliance with all applicable Fax (508) (08(o - 38(ol
BufldNag,Plumb N,and Electrical codes, AN other local,state
and/or federal codes that stay apply to this project shall be
considered as part of the construction documents,
3,These drawinga were prepared per guidelines,set forth in the 12
Massachusetts State Building code Section(34)for iC family dwellings, a10
4.All walla next to stairways shall have fire stopping installed
ad jactent to and parallel to the stringer,
5.Window glazing shall be considered hazardous when used in doors,
w%htn 5'0 of a doorway or closer than i8" to the floor, Windows used
for emergency egress shall have a minimum openN ate of 20"x24"
in either dtrection and shall not be more than 44"above the finish
floor,
b.Masonry chimneys are to be built in accordance with
section(34082 4 24083)of the Massachusetts
State Bunding code,
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— — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — — — — — —1
DRAWING # CL219-A
PAGE, RiGI4T ELEVATION
R [G �4T ELEVA. T � CN[
SCALE= Vi
I 54'-0'
W-0- Kel leway Drafting Service
10 '-0' S-4" 3'-4" S-4" '-0' I F,0. Box 231
Methuen Ma, 01844 -
0231
Bus, (308) 682 - 6028
I o Pax (808) 686 - 38611
C'III 2'-10"X 5'-5" II
I I �. ALL WMDOWS t I
GENERAL NOTES=
�I �I 11 Smoke detector systems shall be Type III 1n conformance with
I I — I lil I 13401.14.1.11,Detectors shall be located as follows-
111 A mina.rum of one per floor and bas.rant,one per=h !°CO Q�!,ft,
or part thereof. One shall be located outside of each separate
=- sleeping area and/or near the base of,but not within,each stainuay,
4'-6" 3'-0" 2'-6" 6'-0" 6'-0" ! 13 L4
M 2,Ventilation=Kitchen and bathrooms shall have mechanical venting
I I I I ! I s systema that provide 20 cfm/occupant Bathrooms with a window wh1c'h
! ( o Opens d:e,.t! to ^u;sids air, ase "anIca! va t"aticn
=T - - - -
ivl 3'-¢"X 3'-5" V-0"SLIDING 2'-10"X 3'-5" I I 5'-9�2"X 5-5" 1 be neces6wr [Table 3401-2,3401-EUM
Ul__1 I I ( _ 3,Light and ventilation- All habitable room sh Il be provided with
-� FRAME FOR 2X6 WALL FRAME FOR 2X6 WALL II ! j aaore✓ate alttna area of not less thane t(8)percent of the
III c FLOOR ONLY I fl r .I such rcoma. Cra,a (,l,O e,aqu:�,.area of
'Sr F�Cv�vita i !I U ! l..,T h I I r!.... r w N"m t�� r L" r .r «'^c i
I I a I I ! ,& T I ., ,. 11 V I i ^^ w
_� glazing shall be openable,
i I�I I I 4,;;all srd stse y W;dths a'-Ali be a minxrrur of 3 feet Cie&
EAT'NCs AREA II II
STUDY Handrails may project no more than 3 1/2' into the required width
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\( ! —� !(! o! LUOLiOA 3401,IOB3
o CDI I
2'-4'
I
I I I I III !
KITCHEN' !
5,-0
a- -
4'-4�2" 5'-43/a'
FAMILY ROOM
i i �I ul Ir - - - - - - - I ., �" II li\�� i
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- - - - - -
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�j? - - - - - - �T'-131."- - - - - - II I
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I I of 111 I ii II II II j ! f i LIVING ROOM Irc,I i
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III
! I I IiI _" III I III � i
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_10"�(5 5" -10 5-5
I X11 I I �
2=10 5-5" 10 5-5" CV o
-5 X 5'-5'
j I I 1 I I II�Jfi II�j6 I % i I -moi J
L 3'-9' L 6'-9" L 3'-6" L L 6'-9' L 12'-8" 6'-8" 1 2`-8' 1 2'-9" ! 8'_6" 12,-9" i
1d'—n" -� J'-q" '4'-n" �'_a" 12'-n" 14'-0"
V V V
I � 0T FL � L) M l� L I�
DRAWING # CL 219-A i
SCALE:3/16" -I' I i
Kelloway Drafting Service
P.O, Box 231
Methuen Ma. 01844 - 0231
Bus, (508) 682 - 6028
Fax (508) 686 - 3861
lo 54'-0"
10'-2" 4'-0" 6'-10" 4'-10" 3'-6" 4'-10" 3'-8" �-0'14" g'-73i¢" 5'_6"
2'-6° 3'-5' 2'-6° 3'-5° 2'-6° 3'-5"
- - - - - - - - - - 2'-6" 1
C)
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to
BEDROOM N
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`V I I I
2'- 3-2'8 C=Vo 5-0"Sco
2to C-4
G 4
0 'ASTER BEDROO" I
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F5-0*SLIDING N
I I 5'-0"SLIDING
T I I OPEN
" I I
BELOW
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C 1 1 7-13/4 /'-0" r
BEDROOM BEDROOM
I I
I i co
o I HANDRAILco
5-0 X 4-9 N .�4- .+IK
2'-10 4-9' 2-10
0p 3'-6'X 4'-9'
N
lb
3'-0' 4'-0' 4'-0" 3'-0" 3'-9' 6'-9" 3'-6" 6'-0' 6'-0" 2'-9' 4'-3" 4'-3'
14'-0" 14'-0' 12'-0' 14'-0"
SECOND F - COR
SCALE-3/16"■i'
DRAWING # CL 219-A
PAGE= 5
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I . 14 - - - - - - - - - - - - - - - -I,
r — — — — — — — — — —
— F.o, Box 23,
IN;
! I I I f ! I I ! I Me 1,kue 1 Ma, V 18-A-rT - V 23-f
! I BUS, (808) 682 - 6028
rax_. ro0
��Ca, a -
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I I I fl �' 1 k'al 1 oI
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I I a 1 40'-0"
8"W X 8`' HT,X 8" DEEP
o) I I I I SEAM POCKET
II - -I iI - - - - - - - - - - — e - - - - a-- - - A - - - _ - - --- - - _ - - -s - - s— e - - - - t
!� i
!_ = O O O 6 6 O p p 6 O p p
4- ,10 BEAM - - - - - - - - - - - -1!- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "' ! I
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8 II ! '
I I I 1@ 24'—C," I I I I m l I I
l l � fl l I 11�
I '4"CONCRETE BLAS 1 n ! i
SLOPE 1i4" /ri, i t i 1
I
-� 1 I��►1 I i i
6-9�a"�it�
y 6—$ 6—$ 6—>�I 6-8 6-2f /! 1
II — — — — — — — It— — — —f — — — — — — — — — — — — — — — — — — — — — — 1 - 7 1 1 C.:�!z N t"<i4 L N U
— — — — — —- — — — — —,r— —�— — — — — — -�— v— — — — — — — —— —' — — — —
�_ _ — _ _ —
-Idif f
L _ _ _ _ _ _ _ rF i 1,Foundation walla shall extend a'�t.least 8"above tint h grade
—' a
I I - - - - - I p I o 2,Exttl�bc surfaces ofd my foundations enclosing basements
I I o I L
STEP BEAM 4-2X10 BEAM—/ I I I I I
l i — i 8 " X 8 HT,X 8 DEEP l I , F�
FOR FLUSH HEADER J ! 3,The ultimate co ressNe strength of concrete foundations
I I ^I ! ! 4 STEEL LALLY COLUMNS BEAM POCKET I >•► mp
1 i at 28 days shall Fie not less than zAOO lbs/ ,ft
9-REQUIREDI,Dd
I I � — 1 I to` 4 Foundation anchor bolts shall be a minimum of V2" in diameter,
d I I°.►I 1 They shall have a minimum embed of 8" in poured concrete,
I _ fl o 1 CxA ACzt I I I—i——1 I► ►I i I There shall be a minimum of 2 anchor bolts per section of an!plate,
Maximum space shall be 8 O.C,
5
.Concrete slabs on grade shall have wntrrctton_!olnts w!th
a depth of at!east 174 the slab thirkneas, Th—_shall be spa e—A
u--J-' not more than 30' In each direction, Contraction Joints shall be
6 ! ' ! I, I !•', l ,.�, „� ,Mo .p than IC'
fl I ,,
8"WX 8" HT,X 8"DEEP i � 1 � i Contraction tris are not reueed where 6x6-6/6 weided wire
o
! !- - - - - - - - - - - - - - - - 7 BEAM POCKET ! ! fabric or equNalent To placed at a mid-depth of the slab.
I I I ! 'v v "v - v "v v 'v v 'i.i ! :%, I I 1110 1 1
°. 1 6.The bottom of any point of a foundatton shall be a mlrlmum of It'd'
0 1-1- - - - - - - - - - - - - - - L - - - - - - - - -�i - - - - - — - - - - - - - - - - „- - - - - - - - - - - - - - - - J 1aI I bellow finishq_rade.
- le•rl 1
� � I I e v v v !! �' - b ' 11 v v e e o I I I i,Mudd m a framed kneeiwal!a shall be i4 min,!n !ergth&rd wnen tns
v v o v Il kneewall is greater than 4`O” in height it shall be of the size requfred
L'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i.il �a•i _ _ _ _ _ , °.� 11 ID'°I — — — — — — — — — — — — — — _ _ !' for an addltcra!sto^: Kra" !!s shall be thou:hlu ars+effectivs!u
1 i i I i,•a •�I ! I►=►u►•►! OPI I cross-braced,
8,Ends of wood girders entering masonry or concrete walls shall be
_ I
i °► .> 1 r•^YY�'7 46 im,e1i"epecce on tap,Sid er^^e s un;e eprr_v—
! t ! Vested d
or esewoos used, ~~
� 14'-0" ��'=8'—� S'-8" `��—8'—�, 14'-0"
I
.ti I / 1 i 1 I I FAGE:I�lt 'Pr FOUNIJ;iI`1 1
� � N L.-A PACsE= 1=Ol1ND>AtiON1
� 1 1 ,
1&GALE- ,/Iso = I 1
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MarcJhionda -TO D
Associates, L.P. r , - —LIEUTE VF UMQOOKOUT
Engineering and h
SEP I 11997
Planning Consultants DAT l JOB No.
(617)438.6121 5c;4- 2 -z-
Fax(617)438-9654
ATTENTION
WE ARE SENDING YOU b6ttached ❑ Under separate cover via the following items:
I
❑ Shop drawings Prints -D Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order
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COPIES DATE I No. I DESCRIPTION `
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted _ ❑ Resubmit copies for approval
'Y/For your use ❑ Approved as noted ❑ Submit copies for distribution
❑As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY-TO SIGNED: -
1!enclosures are not at noted.kindly notify us of once. -
Town of North Andover NORTH
OFFICE OF ?oy s t e° /e 16 0
1 ti0 L
COMMUNITY DEVELOPMENT AND SERVICES p
146 Main Street i
KENNETH R.MAHONY North Andover,Massachusetts 01845 9SYACHUS�t
Director (508) 688-9533
September 7, 1995
Thomas Neve
Neve Associates
447 Old Boston Road
Topsfield, MA 01983
Re: Lot #1 Boxford Street
Dear Tom:
This is to inform you that the proposed plans for the site
referenced above have been approved with the following conditions:
1) Manhole to grade on tank
2) 4 inch of pea stone
If you have any questions, please do not hesitate to call the Board
of Health Office at the number below.
Sincerely,
Sandra St a r, R.S.
Health Administrator
SS/cjp
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Julie Partin D.Robert Nicetta Michael Howard Sandra Start Kathleen Bradley Colwell
DAT �? ` 45-
E Sheet of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
/l) SUBSURFACE DISPOSAL DESIGN REVIEW
FEE ��/ PERMIT # Z57 DATE RECEIVED ! ( 2-//Y
APPLICANT �/�1l� /c��d.e ASSESSOR'S MAP
ADDRESS PARCEL #
LOT #
ENGINEER
STREET
�U �(/�
ADDRESS
PLAN DATE 7111�%.S- REVISION DATE
CONDITIONS OF APPROVAL:- l 44AuH-6&6- 7-0 G,Pi9/�� D/V %�&ice-
- If) /- 5
APPROVED
DISAPPROVED
i
PLAN REVIEW CHECKLIST
ADDRESS d7- / x�Z D �T ENGINEER 7- NEIJE
GENERAL
3 COPIES STAMP L-"" LOCUS L/ NORTH ARROW L--' SCALE
CONTOURS ✓ PROFILE C-/ SECTION [/� BENCHMARK e-� SOIL &
PERCS / ELEVATIONS WETS. DISCLAIMER WELLS & WETS L----
WATERSHED? 9 DRIVEWAYt✓ (Elev) WATER LINEc/ FDN DRAIN
SCH40L-/` TESTS CURRENT? / J¢ SOIL EVAL
SEPTIC TANK
MIN 1500G L// . 17 INVERT DROP 'l/ GARB. GRINDER N(+200% EDF)
25 ' TO CELLAR MANHOLEZ ELEV GW # COMPS.
D-BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
INLET IM 2`�- OUTLET 1�Q'.Q� (2 11 OR . 17 FT) TEE REQD?
LEACHING
� � / � ,
MIN 660 v
GPD. RESERVE AREA 4 FROM PRIMARY. 2 SLO �'
o PE
100' TO WETLANDS 100 ' TO WELLS L-� 4 ' TO S.H.GW �-� (5 '>2M/IN)
35 ' TO FND & INTRCPTR DRAINS_L,,f�325 ' TO SURFACE H2O SUPP �---`
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER L-�FILL? (/ (25 '
if above natural elev; 101if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 611/1001 ) C,-- SIDEWALL DIST. 3X EFF.
W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES? C/ IN FILL? " MUST
n
� t
- BE 101 MIN. �4 PEA STONE. VENT? �(>3 COVER; LINES >501 )
BOT 6,00 + SIDE add X LDNG -6 r= TOT
(L x W x #) (DxLx2x#) (G/ft2)
Copyright®1995 by S.L.Starr
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/address ,! ac�� V'i�c� 4)1� Title of File
Page of
Date File Open: Date file closed: .
Doc Document/Action Title Date of Refer to other Purpose of Document/Action and notes
action Document/ document/
Num. Action Department
i
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Board of Appeals — Board of Health Planning Board — Conservation Commission — Boiidin6 Departrne6t
a`
: Town of North Andover, Massachusetts Form No.2
• NORTq BOARD OF HEALTH
F w
DESIGN APPROVAL FOR
SS"C"°SEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
• Applicant 06A)—C fel fl Test No.
Site Location T 3 ✓.tom .l L�t�
Reference Plans and Specs. l0Ay
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CITAIRMA`RI,BOARD OF HEALTH
A
Feel Site System Permit No.
M-AR - 1 9 - 9a 7HU 1 4 1 8 P . 02
FROM FL I.NTLOCK, INC. PHONE NO. 15'?EE8=44.Z0 Mail. 19 199S 02:24P.1-1 P1
I
TOWN Of NORTH ANDOVER
$EWAGE DISPOSAL SYS7EIM
INSTALLATION CERTIFICATION
Tite=dercigned hereby cry that le Sewage Disposal System ')coastralctcd; { )repaired;
10=ted ati
was installed in.corformancewith,the,North Andover hoard of iicahb appromd p1a1ix,Syatcxm
Design Permit#�,dated__14 �a , with an.app oved desip flaw of Y
gallons per ciay. bac mate axs'. •' 'wvy�xo in coffonaanoe with those sp,�,;itaed on tlao appxov;;d
plaza;the system was installed`iYeacc-o-rUnce with the provisions.of 810 CMR 15.000,Title 3 and
local repiatioms,and the:ftal.gro5g"dgrecs sub taaatially with the approved plan. All work is
acotarately representA1 on the rka-baht r Mch has been submitted to the 1_=d o1i Hoalth.
Install= � � 'W
t;9_ lc.#:� Dato:
Dosign Eugincez; 4 1?ate: ,» 11-16
�1
���J�x,:r;l3�'P4�t�•ii
Form No.4
Town of North Andover, Massachusetts
BOARD OF HEALTH
March 23 19 98
CERTIFICATE OF COMPLIANCE
This is to certify that
the Individual Soil Absorption Sewage Disposal System constructed ( X) or repaired ( )
by Pater Breen
INSTALLER
at Lot 3 Brookview, North Andover, MA 01845
SITE LOCATION
has been installed in accordance with Board of Health Regulations as described in the Design
Approval Site System Permit No. 919 dated Oct. 10 , 1997
The issuance of this certificate shall not be construed as a guarantee that the system will
function satisfactorily.
B AR OF HEALTH
SEPTIC PLAN SUBMITTALS
LOCATION:
NEW PLANS: (SS
$60.00/Plan
REVISED PLANS: YES $25.00/Plan
DATE: 1� q
DESIGN ENGINEER: C �
When the submission is all in place, route to the Health Secretary
PLAN REVIEW CHECKLIST
ADDRESS ^'� s3�d�1/IE� ENGINEER
GENERAL
3 COPIESYSTAMP !,� LOCUS C,� NORTH ARROW SCALE
CONTOURS PROFILE L,-"(Sc) SECTIONL--' BENCHMARK�� OIL &
PERCS � JC ELEVATIONS WETS. DISCLAIMER�� WELLS & WETS
WATERSHED?�U DRIVEWAY �— ` WATER LINE_ FDN DRAIN ,/ M&P
SCH40 L--'TESTS CURRENT? SOIL EVAL
SEPTIC TANK
MIN 150OG V .17 INVERT DROP L--'�GARB. GRINDERV) (2 comps +200)
10 ' TO FDN MANHOLEy/� ELEV GW ## COMPS. GB C1-'
D-BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT �-
INLET /23, - OUTLET �� G = �� (2" OR .17 FT) TEE REQ'D?
LEACHING f/
MIN 440 GPD? RESERVE AREA C--`-4 ' FROM PRIMARY? t---- 2% SLOPE
100 ' TO WETLANDS Z/` 100 ' TO WELLS - — 4 ' TO S.H.GW (5 ' >2M/IN)
20' TO FND & INTRCPTR DRAINS :--' 400' TO SURFACE H2O SUPP �-
4PERM. SOIL BELOW FACILITY MIN 12" COVERy-FILL? L--(T5 ` )
BREAKOUT MET?
TRENCHES
MIN 440 gpd SLOPE (min .005 or 6"/100 ' ) L----'SIDEWALL DIST. 3X EFF.
W OR D (MIN 6 ' ) �-' RESERVE BETWEEN TRENCHES? L- --rN- FILL? `--r MUST
BE 10 ' MIN. t,--- 4" PEA STONE?VENT? C./ (>3 ' COVER; LINES >501 )
BOT Cfi2�c/) + SIDE - X LDNG "(�- = TOT
(L x W x #) (DxLx2x#) (G/ft2)
Copyright 0 1996 by S.L. Starr
Town o 4Andover
i
No. "?? L
dover, Mass., 19 .,
0 LAK
-OCHICHEWICX
07
E D P9
BOARD OF HEALTH
Food/Kitchen
PERM IT T D Septic System
71 BUILDING INSPECTOR
THIS CERTIFIES THAT....................................... .........
...... ..................r..................... . . ............................................ undation
0 . if I : . 'I, % I \./1-0
has permission to erect........................%............... buildings on ...........1............l......... ......*'..?........4-1.1................f........ C 1 V
tobe occupied as................................................... ....... ....... ...................................... Chimney
provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final
this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of
Buildings in the Town of North Andover. PLUMBING INSPEQTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit.
0
PERMIT EXPIRES IN 6 MONTHS -
T16
UNLESS CONSTRUCTION STARTS ELECCAL INSPECTOR .
Ro
................................................ .................
.....:................................. rvice
BUILDING INSPE Fin �/p`��/ '
ra
Occupancy Permit Required to Occupy Building C&Ve GAS INSPECTOR
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Display in a Conspicuous Place on the Premises — Do Not Remove w"A
No Lathing or Dry Wall To Be Done
FIA, DEPARTMENT
Until Inspected and Approved by the Building Inspector. dew
Burner
Street No.
Smoke Det.
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r � Ke.IfcLuc Draf ting Service
1=.0, Box 237
Methuen Ma, 01844 - 0231
Bus, (508) 682 - 6028
Fax (508) 686 - 3861
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SCALE: 3/16" 1'
=Aj Pili P�'1AR
4 BEDROOMS
2 1/2 BATHS DRAWING # GL 219-A
OAPAGE UNDER; P aGE: I i
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Kelloway Drafting Service
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P,O, Box 231 j
Methuen Ma. 01844 - 0231
Bus. (508) 682 - 6028
Fax (508) 686 - 3861
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R ELEVATION
DRAWING # GL219-4
PAGE= REAR ELEVATION
SCALE= 3/16" = V I
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f<elloway Drafting S�rviC�
P.O, Box 231
Methuen Ma, 01844 - 0231
Bus, (508) 682 - 6 028
Fax (508) 686 - 3861
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LEFT ELPVATION
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DRAWING # CL219-A
PAGE- LEFT ELEVATION
SCALE= 3/16" = I'
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. GENERAL NOTES=
Kellotuay Drafting Servjce
P.U, f3ox 231
1,All dimensions are to be verified by the Contractor Methuen Ma, 01844 - 0231
and any adjustments made accordingly
BUS, (508) 682 - 6028
2,All work shall be completed to compliance with all applicable
fax (508) 686 - 3861
Building,Plumbing,and Electrical codes, Any other local,state
and/or federal codes that may apply to this project shall be
considered as part of the construction documents,
3.These drawings were prepared per guidelines set forth in the 12
Massachusetts State Building Code Section(34)for i42 family dwellNe,
t0
4,All wails next to stairways shall have fire stopping installed
a
adjactent to and parallel to the stringer.
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5,Window glazing shall be considered hazardous when used in doors, min
within 5'0 of a doorway or closer than 18" to the floor. Windows used
For emergency egress shall have a mrnlmum opening size of 20"x24"
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in either dGection and shall not be more than 44"above the finish
floor,
6.Masonry chimneys are to be built in ac:ordance with
section(34082 4 24083)of the Massachusetts
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State Building Code, "i
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DRAWING= # 01-219-A
PAG=E= RiGHT ELEVATION
f � T ELPY ION
SCALE: 3
i 54'-0"
14'-0" Kel lcwac Drafting Service
•
-0" 3'-4" 3'-4" 3'-4" '-0" F.O. Box 231
Methuen Ma, 018,44 - 0231
Bus. (.5OS) 682 - o028
°o0 ca t (>^ a) ,Ogino♦ - X861
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III 2'-10'X 5-5"
ia ALL WMDOWS i
GENERAL NOTES=
CD
1,Smoke detector systems shall be Type III to cenfermares w(th
13401.14,LQ Detectors shall be located as follows:
i i I I III -�L i A mtrlw-;of c~~per floor Z'- baa.—sm-,ore per c4 1 00 eel,f;.,
w IIS I �I' I or part.thereof, One small be located outside of each separate
11j sleepN area and/or near the base of,but not within,each atahuae4.
I I I �'— " Rn 3'—('» nn 13401.14,21
I M I I 1„ 6 4' 2'-6" 6 2,Vent lat1cm-Kitchen and bath-con shall have mechanical venting
T� IIII i�
systema that provide 20 cfm/occupant,Bathrooms wfth a window which
I I I it IIII " I I c- M d w-t;y+^ ut9dearo4.chww-1 vent"aticm shall
be neo.sasrtTble 3401-234015? Z6'-0'SIDING 2'-10" 3-5" +
3'- X3'-5' 1 5-91 5'-5°
i - - - WALL
^ 3.Light and ventilation All habitable rooms shell be provided with
f �?2AME�,-,2)!6,llAL� /x.11 I FRAM=.r-OR 2X1,WALL II I aas�n..aa+�glaz(ng area of+�!ot less than etaht f,8)?ercent of+�,e
I I II L1 I I� I I r t n ONI v !ST FLOOD ONLY I I Mo OF n- het 01"'IN r w ,r t,�
a ' Ft_Cvl3 vi�h i �� ,� Cr v'rw'v 66:0, rCCma. v,`�c'ti.m{{1N O� .2 C�'v'7�d u"?3 v Z
I I) I glazing shall be opemable,
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EATt w l iN r I H I 4•^aii and 6tavuzr�w dtY a a�ai{ be d T tine va G ccs Ciera
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INARCA ( I S 1•UDY of I Handralls may project Wmore than 3 1/2" Tnto the requl,�eci width
[3401.10.4.2, 3401,10,81
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KITCHEN I I II
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4'-4�" 5'-43/4'
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i �I II FAMILY ROOM 2-2'-0" _
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2-10 5" 2-1—0 ;
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3'-0' -6
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-10 15-5" - - 2-10 �C 5-5" 3'-E"
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3-9' 6-9" 3'-6" I, 6`-9" 2'-ap 6-8" �, 2`-8" 2'-`3" L 8-6 h 2'-9
3'-9" '4'-n" z'-6"
1 � � T FLu 0 R
3 I `L I fzA"GE: IG tit" �I 211-L�
i PAGE= 4
SCALE:3/16" -I' I i
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Kelloway Drafting Service
P.O. Box 231
Methuen Ma, 01844 - 0231
Bus. (508) 682 - 6028
Fax (508) 686 - 3861
54'—On
10'-2" 4'-0" 6'-10" 4'-10n 3'-6n 4'-10" 3'-8n '-0��<» 8'-73�an 5-6n
2'-6" 3'-5" 2'-6' 3'-5" 2'-6" 3'-5"
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CAD
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ED C:) I I 5'-0"SLIDING o
l ASTER BEDROOM 7'-0" 7'_0" 5'-
5-40'SLIDING
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5"-0"SLIDING
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C) I I OPEN
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HANDRAIL r
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5-O, X 4'-9"
I2'-10 4-9' 2-10 4-9' \19'
1i 3'-6'X 4'-9'
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3'-0 4—0 4—0 3'-0 3—9 6'-9 3'—fi 6—0" 6—0" 2'-9" 4—3" 4'-3" 2'-9
n
14'-0" 14'-0" 12'-0" 14'-0'
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SECOND FLOOR FLAiL
SCALE 3/16"=i'
DRAWING 0 CL 219-4
PACE- 5
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Kelloway Drafting Service
P.O. Box 231
Methuen Ma. 01844 - 023-1
Bus. (508) 682 - 6028
Fax (508) 686 - 3861
- GONTiNOUS RiDGE VENT
j TYPICAL FRAME ROOF
-#215 ASPHALT SHiNGLES
-1/2 ROOFiNG PLYWOOD
2x10 RIDGEBOARD
-2x8 RAFTERS 6 Ib" oa,
12
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D 2X6 COLLAR TIES'a7 48
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-2X8 CEILG JOISTS Qa lb"oz.
SECTION GENERAL NOTES- -R30BATT iNsuL,
U2 DRYWALL
I,Mtnimum ceilNng height for a habitable rooms to 1'3", In a room with a (P 000000000000000000 iXS#iX3 FASCIA
sloping ce(Iing the prescrbed ceiiNnc'helght is requted in onle iXb,CONTiNOUS VENT,AND iX5 SOFFIT
one half of the area of the room. No portion of the room meaaurN lase 12"SOFFIT OVERHANG
than 5 feet finIahed shall be included in calculatNg mftum area.
2 Floor design live loads are based on let Fir,IV400/sq,ft,
2nd Fir.aQ 30#/sq,FL and nonuseable attics 6 200/sq,PL o
Roof design loads are 30#/sq,ft,live load and 10/eq,ft
dead load, 00 TYPICAL EXTERIOR WALL
3,Fuestopp[g shall be provided to cutoff all concealed draft openings -CLAPBOARD SiDING
and form an effective fie barrier between stories,and between -AIR SPACE
a top story and the roof space. 2X10 FIRE BLCCKMu's --1/2" EXTERIOR SHEATHING
4,Stah between let and 2nd floors and 2nd and useable attics -2"x 4"STUDS FILLED WITH
shall have a minimum headroom of&'&`measured vertic % n
From stair rosN>g, Basement state shall have a minimum of —_——_ I -BATT INSULATION
b'b"of headroom. b mil POLY VAPOR BARRIER
5.Iraulation minhnum total R value requFements for exteriorI -I& DRYWALL
walls%Ri25, Floors over heated spaces is 820,0, Roof I___ TYPICAL 2x10 FLOOR SYSTEM
and ceiling assemblies is R30,and finished basement walls I -3/4" TECs PLYWOOD SUBFLOOR
1
IsR125, -2x2 CROSS BRIDGING i
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b,A vapor barrier of LO perm or few shall be Installed on the winter 00 �
warm side of walls,cellNgs and floors enclosing a conditioned r '
space,
1,When eave wents are installed,adequate baffling shall be provided 7
to deflect the IncomNng at above the surface of the insulation -2X10 FIRE BLOCKiN& TYPICAL 5iLL ASSEMBLY
with a 2" min,clearance under the roof deck, _ -VZ" DIA,ANCHOR BOLT a� 3"o c,
———
R20 insulation -ZXb KD SiLL PLATE
— �'�---2xb PRESSURE TREATED SILL PLATE
FOUNDATION WALL I -1/4" SiLL GASKE,
-10"POURED CONCRETE ———
W/20"X 10" FOOTiNGS I— — —
00
-4"CONCRETE SLAB
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T"rf=) f CAL S E T I ON E DRAWING # 219-A
PAGSECTIOIO N
SCALE= 3/16" = 1'
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' 14'-0"
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va`�.ii I i(a, vIv-^r-Ar - v'13?
(508) 682 - 6028
rdx
Son 1 6o6 - 30S
4 1 I 40'-0"
I I I 1F ! 8;;W X 8`' HT,X 8" DEET' ; Wl 1 1 -i
- ! BEAM POCKET� 11.41
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I I I I u1J� I 4-Ze.iOBEAM I 1-- - - - - - - - - - - - - -4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I I i 1 l 24
lz I I I1 R I1 ! IMI
CD
I' i I l 4"CONCRETE SLAB I .I i l i
SLOPE i%411,rl, i
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iI I 1 6'-91/4" ✓ 6' I ✓ 6'-8" 6-8" b'-8" 6'-2" ! I•''� !
I '`'�� - -�- - I - - - - - - - - - - - - - - - - �� - � - - - - -� - - - - - 1 - - - - - --- - - - - - !I,- 1 � i t_Nfi-1K 11 NI,J � 1-- �
— — _
— — — — — — — — —+ —
a-+ - - = - - - - - - -= - - - - -r -; - - - -ti - - =- - - - - - - - - r-F-''I 1 � iFaund-tion...-llsah-ll -"te 't least i
_ �+ a walls c extend c above finish rade
! ! - - - - - - I I J I I D� 1 0 2,Exterior sLeaces of masonry foundations enclost�ba ements
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of I R i—ATPD BEAM 4-2X10 BEAM '311111 11 I Ir ..all n� a I iv,P 1 j ; »pall`vc a"'ampr�afad,
— 3 W X 8 l•r I,/�S V SEI
FLUSH HEADER 1 I I I � I I 3,The ultimate compressive strength of cerate fcundatfona
4"STEEL LALLY COLUMNS BEAM POCKET I > > + +
I I I I 8 i at..8 dans shall b_not less than 2,000 IbsJsq,ft
! 9-REQUIRED I I 1 I,Dd It
1 I col 4 Foundation anchor bolts shall be a minimum of 1/ „ in diameter,
They shall have a minimum embed of 8" in poured concaete,
q CsAACzt I I I I i 1 I There shall be a minimum of 2 anchor bolts per section of sill plate,
Maximum space shall be 81 O C,
5.Conretee,31&6 on grade aril have with
a d-th of at le&t 174 the sly thickne-es, These sh�al!be spa�cedd
-CJI I I t�---� I + I not more than 30' in each direction, Contraction,joints shall be
--re 0-,an�.^s:
8"iii X 6" HT,X 8" DEEF i 1 �` j CContractlon.Jo'wits are not req uins-d where bxb-bib weided wire
I cfll
I 1- - - - - - - - - - - - - - - - c BEAM POCKET ! ( I fabric or equivalent is placed at a mid-depth of the slab,
i I l I e o ,,� ! l Ip,.' 1�I I Q,Tha bottom of any point.of a foundation shall be a minimum of 410"
1- - - - - - - - - - - - - - - -• ,<-- L - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - J ISI I bellow finish grade.
- I ! Io v o = v o a v ength and when heAel � i
- - �a kreewall is areater than 4'0'1 in height R shall be of the size required
! L <.. !! . I n 1 ➢II V1 th n I effect I
1- - - - - - - - - - - - - - -' I for an addltona,stoort„ Kneeu,...s shall a orouch,u and ?vsk,
I ,,°1N,°I I I i•+`u• : I iJi i cross-braced.
t I , N a,Enda of wood g'rdera entering masonry or concrete walls shall be
-I-
-a- or.tcp,,id�and---4
14'-0" ` �'=8 - 6'-8" `��'=8T(, 14'-0" or treated wood ,e used,
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1 INS! I ) A T I � I`_I P I A N I PAS- �Ot�NDAtfONI
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17C. � - i I
Town of North Andover, Massachusetts Form No.Z
e MORTq BOARD OF HEALTH
Oat Sao ra,•y0 � I �9�
O �
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a - i DESIGN APPROVAL FOR
�,SSA('MUSEt� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant6LAJ-� kf�� Test No.
Site Location LO
Reference Plans and Specs.
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
�) CHAIRMAN,BOARD OF HEALTH
/ d�
Fee l0D Site System Permit No. L_
FORM U - IAT REMASE FORM
INSTRUCTIONS: This form is used to verify that all necessary
approvals/permits from Boards and Departments having jurisdiction
have been obtained. This does not relieve the applicant and/or
landowner from compliance with any applicable local or state law,
regulations or requirements.
****************Applicant fills out this section********,*********(
APPLICANT: ,^' �Goc Z �G Phone 6V ,
LOCATION: Asses==sor' s Map Number ��f��Y� Parcel :3 f y
Zee on eee ry',e, ,j lf�- /�+ 2-c S Lots;
Street ���o �1/•�� DPiv (f St. Nu.:iber
**�t*�e*ic�cix k�e�e�F*ie�t*�c�c�c�e�tF7FQfi1Cia1 Use Only*******************x****
HMENDATIONS OF TOWN AGENTS:
/7A[I&
_- Date Approved f f q-7
C:,ns�='. Ad=_nis;.ra=r Date Rej ec"ad
Aol� no
Date Approved
Town Planner Date Re;ec_ad
Co=er.t=
Dame An-rcved
Fco: Data Re . ect_d
Date Appr=ved
Data Re J ecm__
sic-_-:s - sewer/warner connect ons _
- driveway pe=it
F_:s Derar=e.^.t
Recsived by Huildina Insm_ ector Date
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: 7 CURRENT INSTALLER'S LICENSE#
LOCATION:
LICENSED INSTALLER: ! e I &(te_z�
SIGNATURE: Pe,�, y� TELEPHONE# 6T 2 — 22,2
CHECK ONE:
REPAIR: NEW CONSTRUCTION: a�
IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS-BUILT.
Administrative Use Only
$75.00 Fee Attached? Yes No
Foundation As-built? Yes No
Floor plans on file? Yes �� No
Approval � ik% �/�� Date: %/ /,/,0 /lam
r>
Town of North Andover, Massachusetts Form No.3
NORTH BOARD OF HEALTH
•e o
19��
�,5�••:� 't� DISPOSAL WORKS CONSTRUCTION PERMIT
S 1CHUSE
Applicant_
NAME ADDRESS TELEPHONE
Site Location a T 3 ,U•�Qd�I�IEG�
Permission is hereby granted to Construct ( or Repair ( ) an Individual Soil Absorption
. . j.
Sewage Disposal System as shown on the Design Approval S.S. No.
CH MAN, �l
-
BOARD OF HEALTH
Fee7� D.W.C. No. 7
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