HomeMy WebLinkAboutBuilding Permit #851-16 - 384 OSGOOD STREET 2/1/2016NORTH
i� BUILDING PERMIT pFttLeu "tip
TOWN OF NORTH ANDOVER 10
APPLICATION FOR PLAN EXAMINATION
Permit No#: c G -L—/ M1`
Date Received �QA�R�TEo
�SSgCHUS
Date Issued: 5Z &I
IMPORTANT: Applicant must complete all items on this page
LOCATION 30 -
Print
PROPERTY OWNER
nt 100 Year Structure yes
MAP PARCEL: ZONING (STRICT: Historic District yes
Machine Shop Village yes o
TYPE OF IMPROVEMENT
PROPOSED USE
Residential
Non- Residential
❑ New Building
❑ One family
❑ Addition
❑ Two or more family
❑ Industrial
❑ Alteration
No. of units:
❑ Commercial
pair, replacement
❑ Assessory Bldg
El Others:
❑ Demolition
❑ Other
❑ Septic: ❑ Well
EsFloodplain. C]`Wetlands
❑ Watershed660tnct
❑ V1/aterlSewer
�
I ____ _
DESCRIPTION OF WORK TO BE PERFORMED:
z� e-.- -GriYc i K ms!/�L ���i,� �
- Pledse TVDe or Pry
OWNER: Name:
Address:
Contractor Name: Phone:
Email:
Address:
Supervisor's Construction License: Exp. Date:---
Home
ate:_
Home Improvement License:
ARCH ITECT/ENGINEE
Date:
Phone: '
Address: Reg. No.
FEE SCHEDULE. BULDING PERMIT. $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F.
Total Project Cost:.$ � ��� � FEE: $
Check No.: Receipt No.:
NOTE: Persons contracting with unregistered contractors do not have access to th a and
J
1
Plans Submitte
Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
TYPE OF SEWERAGE DISPOSAL
Public Sewer ❑
Tanning/Massage/Body Art ❑
Swimming Pools ❑
well ❑
Tobacco Sales ❑
Food Packaging/Sales p
Private (septic tank, etc. ❑
Permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
PLANNING & DEVELOPMENT Reviewed On
COMMENTS
CONSERVATION
COMMENTS
r°" HEALTH
COMMENTS
Signature.
Reviewed on Signature
Reviewed on Si nature
r
ZG,ning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/signature Date
. Driveway Permit _
DPW Town Engineer: Signature:_
�EP�gRr =--� .. -`.j ,� .�` c _ i Located 384 Osgo Street
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Fire De _� �. .� wM �� �,
���, w .partment sighaturae/date :. F.
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Dimension
Number of Stories:___Total square feet of floor area, based on Exterior dimensions._
Total land area, sq. ft.:_
ELECTRICAL: Movement of Meter location, mast or service drop requires approaral of
Electrical Inspector yes
No
DANGER Z®NE LITERATURE; Yes
MGL Chapter 166 section 21A —F and G min.$1oo-$1000 fine �®
Doc.Building Permit Revised 2014
r
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained.
Roofing, Siding, Interior Rehabilitation Permits
4. Building Permit Application
4. Workers Comp Affidavit
Photo Copy Of H.I.C. And/Or C.S.L. Licenses
Copy of Contract
4. Floor Plan Or Proposed Interior Work
4. Engineering Affidavits for Engineered products
OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
Addition Or Decks
Building Permit Application
Certified Surveyed Plot Plan
Workers Comp Affidavit
Photo Copy of H.I.C. And C.S.L. Licenses
Copy Of Contract
Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And
Hydraulic Calculations (If Applicable)
Mass check Energy Compliance Report (If Applicable)
Engineering Affidavits for Engineered products
TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit
New Construction (Single and Two Family)
4, Building Permit Application
Certified Proposed Plot Plan
Photo of H.I.C. And C.S.L. Licenses
Workers Comp Affidavit
Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And
Hydraulic Calculations (If Applicable)
Copy of Contract
2012 IECC Energy code
Engineering Affidavits for Engineered products
All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit
In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals
that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording
must be submitted with the building application
Doc: Building Permit Revised 2014
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AMERESCO
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Z clips secure 2x4 flat blocking between joists or trusses to support sheathing.
MATERIAL: See table FINISH: Galvanized
INSTALLATION: • Use all specified fasteners; see General Notes.
• Z clips do not provide lateral stability. Do not walk on stiffeners or
apply load until diaphragm is installed and nailed to stiffeners.
CODES: See page 12 for Code Reference Key Chart.
ModelGa
Dimensions :
W
Dimensions
H B
TF
Fasteners'
(Total)
Allowable
DownNo. ad
100
Code
Ref.'
Z2
20
25/e
1'/z
13/8
1%
4-10dx1'/a
470
L18
Z4
12
1'/z
31/2
2'/
13/
2-16d
465
114 L18 F13
Z28
28
25/e
1'/z
1%
13/8
10dx1'fz'
HL55 7
53/ 5 1Y, 21h 2 21k
Z38
28
25/6
21/
13/8'
13/e
10dx11/'
-
170
Z44
12
2'h
31h
2
1%
14_16-dil
865
114 Ll F13
1F
0
1 Z4
o (Others
h similar)
x,
1. Z28 and Z38 do not have nail holes. Fastener 3. Z4 loads apply with a nail into the top and a nail into the seat.
quantity and type shall be per Designer. 4. NAILS: 16d = 0.162" dia. x 3'/z' long, 10dx1'/2 = 0.148' dia. x 1'/2' long.
2. Allowable loads may not be Increased. See pages 22-23 for other nail sizes and information.
Versatile angle gussets and heavy angles promote standardization
and construction economy, and are compatible with Simpson
Strong Tie® structural hardware.
FINISH: 7 ga Models -Galvanized; 3 ga Models -Simpson Strong-Tiee
gray paint. May be ordered HDG. Contact Simpson Strong -Tie.
OPTIONS: Gussets may be added to HL models when L>5"
(specify G after model number, as in HL46G).
CODES: See page 12 for Code Reference Key rhvrt
0
'i
optional
Gusset
� s
H L53 HL55
Typical HL55 Installation
Strong -T e1
Typical Z2 Installation
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong -Tie for details.
Model
Dimensions :
Bolts
(Total)
Allowable
'toads
Code
Ga
No.
W112 L' .D1 62 03 04 Qty
Dia Uplift F1
Ref.
HL33 7
3'/ 2% 1'/ - 2 -
2
'F2
910 1580
330
HL35 7
3'/4 5 11/4 2'/2 2 -
4
%
910 1580
GA2
HL37 7
3'/. 7'/2 1'/4 21/2 2 -
6
'/2
910 1580
550
HL53 7
53/ 2'/2 1'/4 = 2 2'h
4
'/2
910 1580
L30
HL55 7
53/ 5 1Y, 21h 2 21k
S
'A
910 1580
250'
HL57 7
53/4 71/2 1'/ 2'//2 2 2'h 12 1/2
910 1580
215
HL43 3
4'/ 3 1'/2 - 23/4 -
2
3/
1555 1580
170
HL46 3
41/ 6 1'A 3 23/ -
4
3/4
1 1555 2025
475
HL49 3
4'/4 9 1'/2 3 23/ -
6
3/
1555 2025
550:_595...
HL73 3
7'/ 3 3
4
'/
1555 2025
635
HL76 3
T/ 6 3
g12
8
3/4
2115 3800T/,
690
'740
9 3
12
._T/41-115.3800
635
795
L -Staggered nail pattern reduces the possibility for splitting. LS -Field -adjustable
0° to 135' angles.The GA Gusset Angles' embossed bend section provides added strength.
MATERIAL: L-16 gauge; GA and LS -18 gauge
FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating;
see Corrosion Information, pages 13-15.
INSTALLATION: • Use all specified fasteners; see General Notes.
• LS -field skewable; bend one time only.
• Joist must be constrained against rotation (for example, with solid blocking)
when using a single LS per connection.
• Nail the L angle's wider leg into the joist to ensure table loads and
allow correct nailing.
CODES: See page 12 for Code Reference Key Chart.
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong -Tie for details.
208
Madel
Na
Fasteners
L
Df/SP Allowable
Floor Snow Roof:
100 ii
(, ) ( 5) (125)
Loads ,
Wind!
Seismic
(16
SPF/HF Allowable
Floor Snow Roof
(100) (115) (125)
Loads
Wind/
Seismic
(160)
Code
Ref.
GAi
4-10dx1%
24
235
270
290
330
200
230
250
285
IP1, L5,
GA2
6-10dx11!
3',%
355
405
435
550
305
350
375
475
L18.F13
L30
4-1 Od x1 1A?.
3
245
250
250
250'
210
215
215
215
L50
6-1 Odxl 1,,
5
365
415;'445
555'-
315
355
385
475
1131,
L70
8-1 Odxl 14n
7
485
550:_595...
740:_
415
475
510
635
L5,F13
L90
10-10dxl!6.
9
:6.1'0
690
'740
iQ25`•'
525
595
635
795
6-10dx11,2
325
325
325
325
230
230
230
280
LS30 6-10d 3;, 355 395 395 395 305 340 340 340
8-1Ddx1!i
475
540
565
- 565
410
465
485
485
IP1,L5,
LS50
8-10d 475 540 585 730 410 465 505 630
10-10dx11;c
,.
595
640
640
640
510
550
550
550
L18,F13
LS70 10 10d 6i3 595 675 1 730 915 510 580 630 785
1210dx1'.--
-
715
810
845
845
615
695
725
725
LS90 12-104 7 3 715 810 1 875 1040 615 695 755 895
1. L angles -loads are for condition Ft or F2; LS angles -loads are for condition F1 only.
2. GA1 and GA2 angles table loads are F1- loads for F2 are 235 lbs. and 355 Itis, (100) and
290 lbs. and 435 lbs. (125), respectively.
3. Roof loads are 125% of floor loads unless limited by other criteria. Typical L50 Installation
4. Connectors are required on both sides to achieve F2 loads in both directions.
5. GA angles may be installed with 10d nails.
6. NAILS: 10d = 0.148' dia. x 3" long, 10dx1'/2 = 0.148" dia. x 11h" long. See pages 22-23 for other nail sizes and information.
1. Allowable loads have been
Increased 60% for wind or
earthquake loading with no
further increase allowed; reduce
where other loads govern.
2. Use 0.85 times table load
for Hem Fr.
3. Parts should be centered on
the face of the member to
which they are attached.
4. Wood members forthe'T
and 'T series must have a
minimum width and thickness
of 311V for table loads to apply.
5. Wood members for the W and
'7' series must have a minimum
width and thickness of 51/e'
for table loads to apply.
6. Parts must be used In pairs.
7. Lag bolts of equal diameter
(minimum 5" long) may be
substituted for machine bolts
into beam with no reduction
in load.
Leo
L'o
LG81 0 I I-
L504>''x$
LS70 of (((
L30 ,'', L590
F
m ,0 2
L90 LS GA1
pr These products are approved for installation with the Strong -Drive"
SD Connector screw. See page 27 for more information.
S,
Instal
No
Adjustable
from T to 135°
Bend one time only.
Shipped
at 45°
LS Top View
UPDATED 03/27/15
f�
Typical GA Installation
Load
Direction
Load T \�
Direction I
Typical LS70 Installation
194
Designed for use as a floor -to -floor tension tie,
one FTA replaces two comparably sized holdowns and
the threaded rod.
The LFTA Light Floor Tie Anchor is for nailed
installations.
MATERIAL: See table
FINISH: LFTA—galvanized;
FTA—Simpson Strong -Tie® gray paint
INSTALLATION: • Use all specified fasteners.
See General Notes.
• Washers required on side opposite FTA for
full loads.
• Nail holes between floors allow preattachment
to the joist during installation; these nails are
not required.
OPTIONS:
• The standard model's clear span of 17" will
accommodate up to a 12" joist. The clear
span of the FTA may be increased with a
corresponding increase in overall length.
CODES: See page 12 for Code Reference Key Chart.
lro
I
FTA Typical FTA Installation
SIMPSON
;Stran�Tie:
1. Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
2. Reduce the allowable load for the LFTA according to the code when nails penetrate wood less than 13/4".
3. NAILS: 10d = 0.148• dia. x 3" long. See pages 22-23 for other nail sizes and information.
T and L Strap Ties are versatile utility straps. See
Architectural Products Group for aesthetically pleasing options
with black powder -coated paint.
FINISH: Galvanized. See Corrosion Information, pages 13-15.
CODES: See page 12 for Code Listing Key Chart.
Model
No.
Ga
Dimensions
L FH W
Dimensions
Code '
Fasteners
16
Allowable Uplift. Loadsl(160)
4%
Model
5-10d
—
—
2
(Total)
14
6
Code
No.
Ga
3
Clear
88L
14
Vertical Member Thickness
Ref.
2
12-16d
W
Span
L
Oty Dia
11/2
2 2Y .: 3 3,/Z ,. LFTA2
12
LFTA
16
21/4
17
383/
16-10d —
—
— — — — 1205
5
FTA2
10
3
17
371/2
4 s/a
1890
2515 3120 3385 3385 —
8
FTA5 ''
10
% 31/2
17:,
451/2
4 ?/ :::.
2240.
: 3000 3750 4400 4400
117, L6, F16
FTA7
1 3 1
31/2
17
56',
6 : 7A
3715
5020. 6210 '.:.7600 7600 —
Mee
1. Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
2. Reduce the allowable load for the LFTA according to the code when nails penetrate wood less than 13/4".
3. NAILS: 10d = 0.148• dia. x 3" long. See pages 22-23 for other nail sizes and information.
T and L Strap Ties are versatile utility straps. See
Architectural Products Group for aesthetically pleasing options
with black powder -coated paint.
FINISH: Galvanized. See Corrosion Information, pages 13-15.
CODES: See page 12 for Code Listing Key Chart.
Model
No.
Ga
Dimensions
L FH W
Fasteners
Bolts
NailsRef.
Qty Dia
Code '
55L
16
43/4
4%
1114
5-10d
—
—
2
66L
14
6
6.
11/2
10-16d
3
3/e
88L
14
8
8
2
12-16d
3
%
1212L.
14
12
12
. 2
14-16d
3
/2.
180
66T
14
6
5
11/2
8-16d
3
3/
Dia
128T
14
12
8
2
12-16d
3
'A
21/2 4%
1212T
14
12
12
2
12-16d
3
1/2
16
LFTA
---- L
``'m
11/4 TYP.
1212HL
w
I — L ---'I
ty
slJPsm
suanene 6'- W
&1616HL 21/a
Model
Dimensions
2
End & Edge
Bolts
Tension/Uplift
.,
Code
No.
21W
2
Distances
Ref.
H
4
(100/160)
(100/160)
N
11/4"Typ.
1212HT
H
L
d1 d2
Oty
Dia
&1616HT
21/4
sluPsan ', pr;"
7
21/2
12
12
21/2 4%
5
a%
1535
1212HT
1212HL
55L
1. These connectors are not load -rated.
2. NAILS: 16d = 0.162" dia. x 31/2' long, 10d = 0.148• dia. x 3• long.
See pages 22-23 for other nail sizes and information.
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong -Tie for details.
F,�1"Min.
Minimum Bolt
Allowable Loads'.'
Model
Dimensions
2
End & Edge
Bolts
Tension/Uplift
Fr '
Code
No.
Ga
Distances
Ref.
(100/160)
(100/160)
W
H
L
d1 d2
Oty
Dia
1212HL
7
21/2
12
12
21/2 4%
5
a%
1535
565
1616HL
7
2'/
16
16
21/2 4%
5
Mee
1535
565
1212HT7P21/2
12
12
21/2 4% .
6
%
2585
815
170
1616HT
7
16
16
21/2 43/e
6
5/
2585
815
F,�1"Min.
Typical T
2
`
Installation
1" Min.
di
1. 1212HL, 1616HL, 1212HT and 1616HT are to be installed in pairs with machine bolts Typical L
in double shear. A single part with machine bolts in single shear is not load -rated. Installation
2. Allowable loads are based on a minimum member thickness of 3'/2°.
3. 1212HT, 1616HT loads assume a continuous beam.
d2
Installed
in pairs
a
I� W H
11/a' Typ. 66T
1'h" Typ. 128T & 1212T
Installed
in pairs
W WT
H
F
x. 3/1' Typ. 66L
1" Typ. 88L & 1212L
The RBC Roof Boundary Clip is designed to aid installation
and transfer shear loads between the roof diaphragm and wall.
The locator tabs make proper location of the clip easy. The RBC
can be used on wood or masonry walls and will handle roof
pitches from 0/12 to 12/12.
MATERIAL: 20 gauge FINISH: Galvanized
INSTALLATION: • Use all specified fasteners. See General Notes.
• Field bend to desired angle — one time only.
• See flier F -C -RBC for more information on installation
and code requirements.
CODES: See page 12 for Code Reference Key Chart.
The RBC installed to blocking resists rotation
and lateral displacement of rafter or truss.
Code references:
• IRC 2009/2012, R802.8 Lateral Support
• IBC 2009/2012, 2308.10.6 Blocking
Blocking allows proper edge nailing of sheathing.
Code references:
• IRC 2009/2012, Table R602.3(1), footnote i
• IBC 2009/2012, 2305.1.4 Shear Panel Connections
RBC
U.S. Patent
7,293,390
1. Allowable loads are for one anchor attached to blocking minimum 11/2" thick.
2. RBC can be installed with up to'/,' gap and achieve 100% of the listed load.
3. Allowable loads have been increased for wind or earthquake loading with no further
increase allowed. Reduce where other loads govern.
4. When attaching to concrete use 3-'/,x1'/" Titen® screws.
5. RBC installed over 1" foamboard has a load of 395 lbs. (160) in a parallel to wall
(Fl) load direction for Douglas Fir. For SPF, the load is 340 lbs.
6. RBC may be installed over 1/2" structural sheathing using 10dx1'/2 nails with no load reduction.
7. NAILS: 10dx1'/s = 0.148" dia. x 1'/z' long. See pages 22-23 for other nail sizes and information.
Our line of angles provides a way to make a wide range of 90° connections.
MATERIAL: A21 and A23-18 ga.; all other A angles -12 ga.
FINISH: Galvanized. Some products available in stainless steel or
ZMAX8 coating; see Corrosion Information, pages 13-15.
INSTALLATION: • Use all specified fasteners. See General Notes.
CODES: See page 12 for Code Reference Key Chart.
ID These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong -Tie for details.
pr These products are approved for installation with the Strong -Drive®
SD Connector screw. See page 27 for more information.
Typical RBC
Installation Over
1" Foamboards
king
fp)
1❑ N
Typical RBC
Installation
2F i pp ^p 3�� gap
x
QY Typical RBC Installation
0 Typical RBC Installation
to CMU Block
Im
I —
Lateral
The RBC is available
Fasteners
with prongs into one
AilowableLaads!
DF/SP
SPF/HF
pre attachment of
f x,
the part to a block at
Typical RBCP
Fasteners
Allowable Allowable
T RBCP for more
Model
.. Type of
Bending
Base
Loads .._
Loads '
Code
No.
Connection
AngleRef.
L
A311 Installation
To Wall
To Blockm g
lateral
Lateral
A21
2
1'/z
1%
— 2-10dx1'/x —
• . (160) .
; (160)
114
A23
2
45° to 90°
6-10dx1'/z
6-10dx1'/z
445
380
L5, F13
733
3
230°.
` 6-10411/26-1041'/z
— 4-10d —
435
375
IPi,
RBC
2
43%
30 to 45°
6-10dx1'/
6-10dx1'h
480:
415 ::
F25
3❑
0° to 45° 1 3-%x2'/, Titen4
6-10dx1'/z
350
350
1. Allowable loads are for one anchor attached to blocking minimum 11/2" thick.
2. RBC can be installed with up to'/,' gap and achieve 100% of the listed load.
3. Allowable loads have been increased for wind or earthquake loading with no further
increase allowed. Reduce where other loads govern.
4. When attaching to concrete use 3-'/,x1'/" Titen® screws.
5. RBC installed over 1" foamboard has a load of 395 lbs. (160) in a parallel to wall
(Fl) load direction for Douglas Fir. For SPF, the load is 340 lbs.
6. RBC may be installed over 1/2" structural sheathing using 10dx1'/2 nails with no load reduction.
7. NAILS: 10dx1'/s = 0.148" dia. x 1'/z' long. See pages 22-23 for other nail sizes and information.
Our line of angles provides a way to make a wide range of 90° connections.
MATERIAL: A21 and A23-18 ga.; all other A angles -12 ga.
FINISH: Galvanized. Some products available in stainless steel or
ZMAX8 coating; see Corrosion Information, pages 13-15.
INSTALLATION: • Use all specified fasteners. See General Notes.
CODES: See page 12 for Code Reference Key Chart.
ID These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong -Tie for details.
pr These products are approved for installation with the Strong -Drive®
SD Connector screw. See page 27 for more information.
Typical RBC
Installation Over
1" Foamboards
king
fp)
1❑ N
Typical RBC
Installation
2F i pp ^p 3�� gap
x
QY Typical RBC Installation
0 Typical RBC Installation
to CMU Block
Im
I —
Lateral
The RBC is available
Fasteners
with prongs into one
AilowableLaads!
side (RBCP) for
Model
pre attachment of
f x,
the part to a block at
Typical RBCP
the truss plant. Refer
to technical bulletin
Installation' ��
x„y
T RBCP for more
up
U.S. Patent to
7,549,262 /4 gap
information.
1. Allowable loads have been increased for wind or
Dimensions
Fasteners
4. NAILS: 10dx1'h = 0.148” dia. x 11/2" long,
AilowableLaads!
10d = 0.148' dia. x 3' long. See pages 22-23
Model
for other nail sizes and information.
3. Connectors are required on both sides to achieve
barrier
s ecfied
bythe
?
DFIS.P<
Code
No.
Base
Past
(160)
Ret.
W1
W2
L
A311 Installation
Baits Nails Baits
Nails
Ft3 Fy.
A21
2
1'/z
1%
— 2-10dx1'/x —
2-10dx1'/i
365 175
114
A23
2
1'h
2'/,
— 4-10dx1'/z —
4-10dx1'/
715 565
L5, F13
733
3
3
1'A
— 4-10d —
4-10d
800 330
L3, L18,
A444/16
43%
1
— 4-10d —
4-10d
I800 295
IP1
1. Allowable loads have been increased for wind or
Ft loads in both directions.
earthquake loading with no further increase allowed.
4. NAILS: 10dx1'h = 0.148” dia. x 11/2" long,
Reduce where other loads govern.
10d = 0.148' dia. x 3' long. See pages 22-23
2. For SPF/HF lumber use 0.86 of table loads.
for other nail sizes and information.
3. Connectors are required on both sides to achieve
barrier
R1
IF
A44 Installation
(A33 similar)
A21/A23
Installation
s4z Anchors
specified
by the
ar
®t
4o cR�q:
A24 Installation
207
Moisture
Anchors
1
barrier
s ecfied
bythe
?
Wt
not shown
Designer
';
�
A311 Installation
A21/A23
Installation
s4z Anchors
specified
by the
ar
®t
4o cR�q:
A24 Installation
207
0
Massachusetts Department of Public Safety
Board of Building Regulations and,Standards
License: CS -029376 �
Construction Supervisorw=
STEPHEN EDWARD FOSTER -'
48 MEADOW LANE
NORTH' ANDOVER MA 01845
D_ Expiration:
Commissioner 02128/2018
a
Location
No. Date
Check #
29976
TOWN OF NORTH ANDOVER
Certificate of Occupancy
Building/Frame Permit Fee $
Foundation Permit Fee $
Other Permit Fee .$
TOTAL $
Building Inspector