HomeMy WebLinkAboutMiscellaneous - 73 WENTWORTH AVENUE 4/30/2018N
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O
SACMUSf
Date.:) . !.. � . ?. .
TOWN OF NORTH ANDOVER
PERMIT FOR PLUMBING
This certifies that ..-. (.7". ..r- .r..:.� ",/'. ' ... !�f..... .... .
has permission to perform .... i !�7 ` -.LA................ .
plumbing in the buildings of 7 ...............
at ... 7.�.. . e. :( u C. t.�.............. . North Andover, Mass.
Fee Cr .. .... Lic. No.,-). i'. '.... ....... � -...V � al�.� .......
'PLUMBING INSPECTOR
Check # r'� S r
5817
I
41
tJ'
MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING
(Type or print)
NORTH ANDOVER, MASSACHUSETTS
Building
Owners Name.
of
New ri Renovation Replacement
FIXTURES
Date 1)-/- 0-)
Permit #
Amount
Plans Submitted Yes11 No 3
(Print or type)
Check one: Certificate
\
Installing Company Name) _ CCJ� A Y�O� f 1
❑ Corp.
Address S AL_
El Partner.
Business Te ephone
M—Firm/Co.
Name of Licensed Plumber: (��_ S (J�►yq-y,,n_
Insurance Coverage: Indicate the type of insurance coverage by clVeking the appropriate box:
Liability insurance policy El Other type of indemnity
❑ Bond
Insurance Waiver: I, the undersigned, have been made aware that the licensee of this application does not have any one of the above
three insurance
Signature Owner
Agent E
I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the
best of my knowledge and that all plumbing work and installations perfo
d under Permit Issued for this application will be in
compliance with all pertinent provisions of theM �aS usettState Plu
i g Code and Chapter 142 of the General Laws.
BY a ure
er
Type of Plumbing License
Title
City/Town icense um er
Master ❑ Journeyman
APPROVED (OFFICE USE ONLY
1pcation
No. 6 Date e:
.NORT"
TOWN OF NORTH ANDOVER
O'�t�a° .a 1ti0
A
Certificate of Occupancy
$
Building/Frame Permit Fee
$
ss�CHuse
Foundation Permit Fee
$
Other Permit Fee
$
-1
Sewer Connection Fee
$
�] p Water Connection Fee $
Building Inspector
Mg! Anldover Fellpffor
Div. Public Works
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OFFICES OF:
APPEALS
BUILDING
CONSERVATION
HEALTH
PLANNING
, NORTH '
'? " < Town of
m
. NORTH ANDOVER
SS�cHun�` DIVISION OF
PLANNING & COMMUNITY DEVELOPMENT
KAREN H.P. NELSON, DIRECTOR
120 Main Street
North Andover,
Mi1SSi1(-ht1SC11S 01234 i
(617)f H5-477 i
In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit
Number 7 " _ is that the debris resulting from this work shall be
disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S
150Ae
The debris will be disposed of in:
(Location of Facility)
Signatu of Permit Applicant
Date
NOTE: Demolition permit from the Town of North Andover must be obtained for
this project through the Office of the Building Inspector.
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Location ---73 wt7-►luuo2H /qe
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No. - 3 �� Date � � 7
V-1,
C' 6366
TOWN OF NORTH ANDOVER
Certificate of Occupancy
$
Building/Frame Permit Fee
$
Foundation Permit Fee
$
Other Permit Fee
$
Sewer Connection Fee
$
Water Connection Fee
$
TOTAL
$ /SST
4 1
Building Inspect
Div. Public Works
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Town of North Andover
BUILDING DEPARTMENT
Homeowner License Exemption
(Please print)
DATE
JOB LOCATION ��� �✓�,
Number Street Address Section of town
"HOMEOWNERri yAc /)An APA?
Name ' one Work Phone
PRESENT MAIL
�-lL.y, 1VWLl OLaLe Glp coae
The current exemption for "homeowners" was extended to include owner
occupied dwellings of six units or less and to allow such homeowners to
engage an individual for hire who does not possess a license, -provided
that the owner acts as supervisor. (State Building Code, Section 109.1.1)
DEFINITION OF HOMEOWNER:
Person(s) who owns a parcel of land on which he/she resides or intends to
reside, on which there is, or is intended to be, a one to six family dwell-
ing, attached or detached structures accessory to such use and/or farm
structures. A person who'constructs more than one home in a two-year
period shall not be considered a homeowner. Such "homeowner" shall submit
to the Building Official, on a form acceptable to the Bulding Official,
that he/she shall be responsible for all such work performed under the
building permit. (Section 109.1.1)
The undersigned "homeowner" assumes responsibility for compliance with the
State Building Code and other.applicable codes, by-laws, rules and
regulations.
The undersigned "homeowner" certifies that he/she understands the Town of
North Andover Building Department minimum inspection procedures and
requirements and that he/she will comply with said procedures an
requirements.
HOMEOWNER'S SIGNATURE `
APPROVAL OF BUILDING OFFICIAL
Note: Three family dwellings 35,000 cubic feet, or larger, will be
required to comply with State Building Code Section 127.0, Construction
Control.
LOT I e 2
LOT 145
FLUEGGE
V*N7W'CTT!-I AE
This plan was not prepared from an instrument
survey. Offsets and distances shown should not
be used to establish property lines.
This plan is intended for mortgage• purposes
only.
I certify that the structure `L shown on this
Plan 1FIRF . in conformance with the zoning
setbacks in effect at the time of construction.
1 certify that the parcel shown is - NO!_
located within a flood hazard area as depicted
on FEMA Flood Insurance Rate Maps for,
Community No: 15COSR
Job No. 902633
L ; 1�7
WIC
N.D
aSHOF
PAUL ,
J.
.'!�mox- l "I . . f
MORTGAGE LOAN INSPECTION
LOCATION: Z7 VVEN T WPI` TH AVE
!'gORTH_ AN1'jQVFB MA
SCALE: 1 = Zn DATE: 11 �-90
REGISTRY.—Un nln w �z!-L X
TITLE REFERENCE: 1~K 1C9(; E2-149
PLAN REFERENCE:. F► -� `)5
FL "`94ZI
COREY & DONAHUE. INC.
Enginccrs & SurYcyors
ln8 Cambridge Road, Wohum, MA 018ot
n
�+or� rN�rr.►� � �:�ra�
TO. STORE ASSOCIA'rES
FROM: DECK DESIGN SERVICE'
EVERY EFFORT HAS BEEN MAD,= TO MAKE THIS PLAN AND MATERlriL
LISTING MATCH YOUR CUSTOM,77RS Di.C)CDE"SIGN CONSTRAIM'i S �://TJl/l
THE SYSTEM, SOME MWOR CHANGES MAY BE NECESSARY.
YOU MAY ALSO DISCOVER THA ,P SOivlZ CF THE SKU'S AND PFrOIj (,,
SPECIFYARE LVOT AVAIL ABLEr Itl YOUR STOFiB. IF THIS HAPP rel;;;,
PLEASE MAKE WHATEVER CHANGES AR,= NECESSARY USING THE Ur ' �"►"
WEA SURE AND DESCRIPTIONS PRINTE=D 9N -.-HE MA TERIAL LIST.
EXEC4T vE C 3 2C� �=� JAAA —42i 'A1 SF'TS 02484.4997 + TELEPHONE: 617/846.0100
PILL LIF MATEERR ALS — LUMEE :
CWTUMER : DAM FLL.ECGE
DATE: OE3/ 16/9u REF: DDFMO-a-?
SPLES"IAN # DAVE GRAY #U2c i
alu QUANCIiY DIMCRImoi'ION WLUD TYPE
DED' INS
810517
18 Fit
5,'4X5 8'
FFMIIlfit PT
DECk tWG
927996
26 EA
5.14X 5 14'
Mo llu-1 PT
RdAIL CAP
927(k*
2 EA
2:(6 16'
#1 FT FIDL-
I-MIZCIVTAL RAILS
9.26972
3 EA
2:(4 16'
#1 PT PII :
RAIL CAP
926980
4 EA
2:(6 '3'
#1 PT F -11W
HCR170NTAL RA, LS
926956
4 EA
2:(4 3'
01 PT PINE
FAIL FOUT
9284078
18 EA
4:(4 4'
#1 PT !.'-
STAIR POST
9284078
1 EA
4:(4 4'
##1 I✓T PINE
BAIL CAP
926998
1 EA
2:(6 12'
#1 PT PIIS:.
STAIR STRI43ER
476952
2 EA
2,(10 12'
#2 FT PIPE
STAIR TFEAD
810=5
6 EA
5,'4X 5 12'
PF01IUl PT
GtU.'\D FlWT5
4[X)812
2 EA
414 12'
42 PT PIPS
13P
540476
4 EA
2;110 14'
#2 PT FIi-
EEPM
555474
2 EA
Z10 8'
#2 PT P IPF
JOISTS
a` M482
16 EA
2;(10 10'
#2 PT FINE
J-WLICE
5286+,)4
1 EA
2,", 10 16'
#2 PT PII�E
JOISTS
476952
5 EA
2;:10 12'
#2 PT PINE
FASCIA
540476
1 EA
2:(1(3 14'
#2 PT PIW
FAR JA
555482
2 EA
2XIC, 1L)
W-11 FT PIW-
F-PrC IA
555474
1 EA
27(14 8'
02 FyT PIi�L
FASCIA
47692
1 EA
2::10 12'
#2 NT F IPS
LEDGER
540476
1 EA
2;(10 14'
##2 PT PINE
LEDGER
55FA
2 FA
211(10 10'
#2 PT PIKE
LFDGM
55!474
3 EA
2i(lU 8'
#2 PT PII-'
LFIXTR
476952
1 EA
2d. 10 12'
#2 PT PIPE
5
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BILL. OF MATERIALS — 011- 1' r P! S
CLJSTU : DAWN FLUERW
DATE i C*3/ 1 b/9t REF: [}L7F`�.5-9
9A1 FSMAiy # DAVE CF;AY tK12)
t�Nr PI-I'U UJP?\fi I E r DESCRIPTION
JOIST > Nst-Fp,lr1--12I
6159,'x►
12 FA
'n T- )n 301 31T F�C-r< ia-'J
JOIST RqMB-R NAILS
616Wj
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JOIST HCkR 1'nILS
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615%3
6 EA
3" F-4%lTIri A;;;
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2 2/IA<G
5.'8" 46" I.� �
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731224
9 8/ ?5
313" WAS -ER
SPINDLE,41 FT PIIS
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135 EA
42" TAPED PA UTFEP
RAILING 20_T.61N
729111
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RECOMMENDED MAXIMUM SPANS FOR FLOOR JOISTS
60 PSF LIVE LOAD PLUS 10 PSF DEAD LOAD
Normal Load Duration
Fb = 1000 psi E = 1,300,000 psi
Typical values for Southern Yellow Pine #2 (Pressure; Treated)
Exterior use (e.g. decks)
Joist
Spacing
Joist Size
2x6
2x8
2x10
2x12
1.2"
8-6
14-3
1.7-4
16"
7-4
1 -
12-4
15-0
20"
6-7
8-11
11-0
13-5
24"
6-0
8-2
10-1
12-3
Design Criteria: Strength: - Live load of 60 psf plus Dead load
of 10 psf produces bending stress of 1000 psi at
spans shown.
Note: Design values adjusted for normal duration loading.
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