HomeMy WebLinkAboutBuilding Permit #835 - 35 HOLLOW TREE LANE 5/1/2018 txORTH
BUILDING PERMIT o`
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit NO: YS _ Date Received
�gSSACHu`���
Date Issued:
IMPORTANT:Applicant must complete all items on this page
tfa+E}:"�Pt:R��;•�.;O�.."eE`mer�..=`§a.•xy.�.,a �atea}:^..•�4-»'Y xr��„.fi�'�.►r,_�"m.-ra",t� 'r+r�y,r,���`�:$i^+4?��a+,sn'�`S.<'"qts,.,.x`elrlr'1C�a`c..��'X4. ,' r z,�'`�f fi xvr1a +'9Wws�'`i. ,:Yrg�-I`.�7v'4a��Jr'- r _�s-5#a'.'ro.T'7='�F'c"„��i�,/E,'."9'.[.r'�6��-a�'�x`g4a�'s,, �maLx�,.,e,.,��'x�`
a
..4.e
Nr
'.
7i t7:' � ,34t
dC �V
�rTYWra
RRt- �
IVIA 210¢ D t_ AR.CEL SON NGDISiTRI, Htoriccty ono
..GA.aslPst. r' �.y..r.`3�',,.r '� ....ate sf�..'ir��:x:..��c�, '`' ,c''* x�..:"'a.:..s".ra:e•;:�.saa�,; ,t.. ___. �t,_.��-#1�..�'�:s:..-,.�,. nmlv.:�.,7"�- � -- _
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
New Building ne famil
Addition Two or more family Industrial
r' lteratio No. of units: Commercial
Repair, replacement Assessory Bldg Others:
Demolition Other
Se 'ticWell � Flood lain r etlands, F Watershed'®MstrictF,
d-. tet` '.+,[.���7�A �.J' .y. Yr K v ^-.�. may, 1 �$F "t, 1
Wester/Seuuer_� p 4 �.." -
Zri
DES RIPTION OF WORK TO BE PREFORMED:
en ti iication Please Type or Print Clearly)
OWNER: Name: �`� Phone: 2 j� c l �e/
Address Ile 4-u
�F
R..;' .,,,t q, v. .�
S �s., ,x p k.-3NtJ•y"* 5 � 'r-k-^"` ,eL F�
I
!S1717�
.'ter � i� .s t'w' l fi ••a sem. o' .tel '' a �. � v's' _ y x
Add ess
.. tF
7�f"' -- ,�'{a � * �X.
S.0 GErgvisor sConstrction4License Expel®ate
�ra ,ct�, .s: Y aex�x y.�a f � y.-�. � :k -c��`'�.�-r a<�':- .f, "y� �.n ��" at� _F rs. s:�. '�" �7•,',�*_,
i(��.;.; w "irr.�i a4�-,:..rte.=. d��"-lkei''-r'�---•2a�}-fit 3;.� �d ,��^C F {'��fi`TM-..�,iw.cr.'..x. �. �� ,LT ` Y-+sr"t'_ ���'��4.r.`" � {�e." `4.��t
I
a
ARCH ITECT/ENGI N EE /. iL//L`/1)no r a /I- Phone: J79r.S-z)D ',S—`q.)
Address: / r te. c i �>N �' Of Reg. No. �2 ;2 2
FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $_5 0,000-c" FEE: $ 62 -7 off,
Check No.: b Receipt No.:
NOTE: Persons contracting with unrasteF Wctors do not have access to the guaranty fund
��-�,�„� -...ars _�,. -�,a,�'. �� `'�x+ Tr,.: ' '�'__r._-_is.'�'" ��s�-'-'_`- ....•s�=.a-�:�."� �7-rs �` p a�'.:i;. -r
Snature ofAgerit%,Ownerw � Sµignature ofcontracto�r , _ �� :
Plans Submitted Plans Waived Certified Plot Plan Stamped Plans ti
II �
TYPE OF SEWERAGE DISPOSAL
i
Public Sewer Tanning/Massage/Body Art Swimming Pools
Well Tobacco Sales Food Packaging/Sales
Private(septic tank,etc. Permanent Dumpster on Site
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT - -
I COMMENTS
CONSERVATION Reviewed on Signature
COMMENTS
HEALTH Reviewed on Signature
COMMENTS
Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes
o>
Planning Board Decision: Comments
Conservation Decision: Comments
Water& Sewer Connection/Signature&Date Driveway Permit 3 -
DPW Town Engineer: Signature:
Located 384 Os ood Street
FIRES DEPARTcMENT Tdnj,p) m[v�F�teryonisit est=
nrL"tS +..� A
I�Located amt 124'MaIn` Street •h t k•
was-u*.d; `"".✓ 't" g"'#, {; �. $' i s'Y,;.,i`'
�-.i� ki`wi� s-iJf"
Fi�re�DepartMenUAI nature/date"
s �. .� ;:. �+ � r �4d^�.n,�' .a�fi- ,. s ..�s e^• �'�fi-�- `'—� G'�"��.,ra�wr `�' �"-"''"`»P"-�"''��a-r. �.
;�COIVIMENTS
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 approval of
Electrical Inspector Yes No
DANGER ZONE LITERATURE: Yes No
MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine
NOTES and DATA— (For department use)
f
r
7 i
❑ Notified for pickup - Date
I
i
Doc.Building Permit Revised 2010
I
Building Department
The following is a list of the required forms to be filled out for the appropriate permit to be obtained. I
Roofing, Siding, Interior Rehabilitation Permits _
❑ Building Permit Application
❑ Workers Comp Affidavit
❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses
❑ Copy of Contract
❑ - Floor Plan Or Proposed Interior Work
❑ Engineering Affidavits for Engineered products
NOTE: 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/Crossection/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
NOTE: All dumpster permits require sign off from Fire Department prior to issuancer of Bldg Permit
New Construction (Single and Two Family)
❑ 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
❑ Mass check Energy Compliance Report
❑ Engineering Affidavits for Engineered products
NOTE: 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 2008
Location
No. Date
r
NORTH TOWN OF NORTH ANDOVER
F p
' Certificate of Occupancy $
s i �
sACMUS Building/Frame Permit Fee
Foundation Permit Fee $
Other Permit Fee $
TOTAL $
Check # ,.
d
230
Buil ing Inspector
NORTH TOWN OF NORTH ANDOVER
of�14@D OFFICE OF
BUILDING DEPARTMENT
CD4 „* 1600 Osgood Street Building 20, Suite 2-36
9 caw`nm�.s. •
North Andover,Massachusetts 01845
SACHUSE
Gerald A:Brown Telephone(978)688-9545
Inspector of Buildings Fax .(978)688-9542
HOMEOWNER LICENSE EXEMPTION
BUIDING PERMIT APPLICATION
Please print
DATE:
JOB LOCATION:
Number Street Address Map/Lot
HOMEOWNER kk
N✓e,t.w� 9p- 61 .4 7?4 G17� 7a14 �04�
Name Home Phone Work Phone
PRESENT MAILING ADDRESS S V1e110ca
City Town State. Zip Code
The current exemption for"homeowners"was extended to include owner-occupied dwellings to two 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 108.3.5.1)
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 or two farnily.structures. A person who constructs more that one home in a two-year period shall not be
considered a homeowner.
The undersigned"homeowner"assumes responsibility for compliances 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 and
requirements. ,
HOMEOWNERS SIGNATURE _S�
APPROVAL OF BUILDING OFFICIAL
Revised 7.2009
Form Homeowners Exemption
BOARD OF APPEALS 688-9541 CON'SERV'ATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
DESK & CHAIR
DINING ROOMEXTG
J I��REMAIN C.O. TO EXISTING (FALSE ?) BEAM
Q UP 1 11 TO REMAIN. CONSULT
d 4 _ _ _ _ = y = — STRUCTURAL ENGINEER I F�
w �•• PRIOR TO REMOVAL. `
NEW COLUMNS & 0
FOOTINGS.SEE TYPICALO FAMILY ROOM
,
CROSS SECTION o
U
COLN. AT BMT. (BELOW) � � _. NEW WALLS]
SHOWN SHADED NEW REAR PASS DOOR
2 - 1 3/4"X 9 1/2" REMOVE (TYPICAL) AT GARAGE BELOW
MICROLAM LVL* w EXTG.
DOOR. SOFFIT
8'-0" 3-8 6-0 3-8 EXISTING STRUCTURAL
BEAM AT CEILING TO REMAIN
- - - - - - C.O. DOWN GREAT ROOM
2 X 6 STUD WALL 2-2 X 10 HDR ' CL CL.
PANT 1�" c -
=E �<v��ti •,� FRENCH DOORS 04
M - 4X4 t p�
WALL I STRUCTURAL 'tJ
OVE 4�0" EATING ISLAND POSTS (TYP)
__J --------, 81-01f
MIN. 15" SEAT,CUBBY UNDER, UP
ALIGN
I I I KNEE SPACE COAT PEGS
°'® cooKTOP KITCHEN BASE CAB's.
®® BELOV�/��—�
EATING
14 /- KIT CAB DESIGN CONFIRM i 1 30" REC. v
O i a
SIN _ _.r--- REF HEADER:
Z .
I I I MICR 3- 1.75"X 7.25" LVL* LAS _ L.� I I 9�•
DOOR
SINK&VANITYoF nes
cn
z z
APPLIANCE GARAGE HEADER: m ` ! ALLOW WALL y P s9c
3 �� „ m HAR
of i SPACE FOR r_E y - LAWRELAWRENCECE 1 04
2- 1 / X 7 Y OLD l L 6
TRIPLE CASEMENT MICROLAM LVL* -ni 'l LIGHT SWITCHES
WINDOW'ANDERSEN' o _ '-_ ._ EXISTING WINDOW G�RT•�+a vF
.o p 765 9eSlci-#_
Z TO REMAIN
�
I:
CN335 'OR EQUAL'. v NEW WINDOW �'o rs �
'ANDERSEN' 20410-3. F s/oNHL Lvc_ ^c6eps
PROVIDE SAFETY NEW EXHAUST FAN
FIRST FLOOR PLAN GLAZING AS REQUIRED HARD DUCTED TO EXTERIOR
�:' BY CODE.
r; k
(R6)
PLANS FOR
'
PORCH'S
NUGENT RESIDENCE
NOTE: I
KITCHEN CABINET VENDOR TO PROVIDE LAYOUT PLAN - 35 HOLLOW TREE LANE
V.I.F. WINDOW LOCATIONS '
R NORTH ANDOVER, MA
SEE STRUCTURAL PLANS- FOLLOW EXACTLY _ 12'-0"
* SEE LVL FASTENING DETAILS ON ATTACHED SHT. ? scALE:ua r-o DATE:1214/09
SEE GENERAL STRUCTURAL NOTES ON ATT. SHT. _
1/2 SPAC'G
2ND SIDE STRUCTURAL GENERAL NOTES:NUGENT RESIDENCE 35 HOLLOW TREE LANE
(IF REQ-D) NORTH ANDOVER,MA.12-4-09
L LVL BEAMS SHALL BE i LEVEL MICROLLAM by WEYERHAEUSER.E=1,900,000 PSI,Fb 2600
PSL ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES RECOMMENDATIONS
411 AND SPECIFICATIONS ALL COLUMS DESIGNATED ON DRAWINGS AS PARALLAM PSL TO
BE 1.8E 2500 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY
HOLES EXCEPT AS ALLOWED BY MANUFABTURER
- 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE
NAILED TOGETHER WITH 3 ROWS 16 d @ 12"oc. OR AS SHOWN ON DRAWINGS.
N 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE
N MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF'/2" dia.BOLTS,
ANSI/ASME STANDARD B18.21-1981 @ 12"oc.STAGGER OR OFF SET EACH ROW
2 ROWS BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND
CVS WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING.
1 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3
4" CV LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5",5 LVLS USE 6"X 3.5"OR AS DESIGNATED ON
DRAWINGS OR ON STEEL.
5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE
O.C. SPAC'G O.C. SPAC'G. 6. ROOF AND WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.AT
PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT EDGES
7. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S SCREWS IN
ACCORDANCE WITH ASTM C1002 2 12"OC.AND SHALL PENETRATE FRAMING A MINIMUM OF
8. ALL OTHER FRAMING TO BE PER THE 7TH EDITION OF MASSACHUSETTS STATE
BUILDING CODE.FRAMING LUMBER fb=875 psi, E=1,200.000 psi I
9 ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE,INSTALLATIONAND
2ND SIDE NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS.
(IF REQ-D) 10. USE SIMPSON ,HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR
TRUSS.ALL EXTERIOR HANGERS TO BE STAINLESS STEEL.SPECIFIED HARDWARE MAY I
411 REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY.
11. ALL FRE-ENGINEERED JOIST TO BE TRUS JOIST BY i LEVEL, AND INSTALLED PER THE
CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS,INCLUDING BUT NOT I
LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB STIIFINERS,BRIDGING,
BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC.,DO NOT KNOTCH OR CUT
- JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE
3 ROWS iv CENTERLINE MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS
FOR LVL BEAMS AND PRE-ENGINEERED JOIST.
13. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO BE BEAM
WIDTH'8" 0 %" PLATES WITH 4-'/."HOLES,BOLTED OR WELDED TO BEAM,ORAS
SHOWN ON DRAWINGS.
14. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ALL THE
4" WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM.
NOTES: 15. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO
PROCEEDING WITH CONSTRUCTION.
16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MANUAL
1. SCREWS TP BE "TRUSSLOK" BY "FASTEN MASTER" 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT
SEE DRAWINGS FOR LENGTH OF SCREW AND DRAWINGS T FLOOR
LL 40 P DRAWINGS.SECOND
18.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR.30 PSF,DL 15 PSF,ROOF GROUND SNOW
LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPH.,EXPOSURE B TN OF M
ON CENTER SPACING. 19 FOUNDATION BE BEARING CAPACITY O 2T0 3 PER SQUARE FOOT.ED SOIL HAVING A MINIMUM
SEE DRAWING FOR TYPE OF CONNECTOR
20. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 7'H EDITION OF LAW RENO t
TYPE X L SCREW LENGTH &O.C. SPACING THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND- HARO n
ALTERNATES AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OG 'N
2. ALL 2 MEMBER LVL BEAMS HAVE SCREWS FROM OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED "-C gttTa A C 0
ONE SIDE ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS 27765 �p Q
MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF O 4�`' F-0,
THE CODE. ` ' ✓
�D \�
21. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY AREA �S /�� LC,� ��
3. ALL 3 &4 MEMBER LVL BEAMS HAVE SCREWS FROM PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED, r1►t�bt h
BOTH SIDES UNLESS OTHERWISE NOTED ON DRAWINGSDO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED
WI;'HOUT APPROVAL OF THE ENGINEER
22. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION
4. USE TYPE OF SCREWS SPECIFIED. DO NOT SUBSTITUTE SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS
PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES
AS CAPACITY MAY NOT BE ADEQUATE. INSTALLATION REQUIREMENTS AND THE 7"'EDITION OF THE
MASSACHUSETTS BUILDING CODE FOR 1&2 FAMILY RESIDENCES. P
ENGINEER LAWRENCE H.OGDEN P.E. �� �-��7 lzi6a. L 4j '
198 EAST MAIN STREET
DETAIL OF LVL MEMBERS CONNECTIONS GEORGETOWN,MA.01833 V
978-352-8318, cell 978-502-5921
GNTRUSJOIST&BEAM.DOC 11/19/08
{
l
12 ATTIC
1
WALK-UP STAIRS TO ATTIC
2X8AT16" O.0
rJ
rJ
rJ
J
BEDROOM J HALL BEDROOM
rJ
TYPICAL CROSS SECTION
rJ _
r J (XCT1)
NEW BEAM: (AT 8' OPENING)
2 - 1 3/"X 9Y2" LVL TYPICAL HEADER:
I I CONNECT TOGETHER WITH 2 - 1 3/4"X 7 1/4" LVL
I I TWO (2) ROWS 3 %" c@ 12"O.C. CONNECT TOGETHER WITH
DINING ROOM j j TWO (2) ROWS 3/3/8" @ 12" O.C.
BLOCK SOLID BETWEEN I I�REMOVE EXISTING
COLUMN & EXISTING BEAM I I LOAD BEARING WA LAW �'o
KITCHEN !
G
LD
II �GN tt�tb�o9
y
F, 27765 p
3 3
EXISTING BEAM: 5 ��X 9 �� � u!
XT'G. 2 X 10 AT 16"O.C. EXISTING POURED c fir,F,ep Fes,,
CONCRETE FOUNDATION Oc ss`.r o a
PROVIDE NEW 3Y" DIA. >r✓c- ��^Sr�s
LALLY COLUMN DIRECTLY BELOW BASEMENT
EACH NEW 4"X 4"WOOD COLUMN
AT NEW 8'OPENING (ABOVE) PLANS FOR
NUGENT RESIDENCE
a., 35 HOLLOW TREE LANE
NORTH ANDOVER, MA
— —
NEW POURED CONCRETE FOOTING:
V.I.F. ADEQUATE SOIL — — — — 20"SQ. X 12"THK. ALIGN DIRECTLY SCALE:1/4"=r-a" DATE:1214/09
BEARING CAPACITY UNDER NEW LALLY COLUMNS.
NORTH
TO" An
of __ - 6 dovet
- O i rq.�4w,_ 'iy�",•�•y�' ,A1..�.31'.:t•,.� % \
No. ! _
t- LAK V dover, Mass., s'
COCHICHEWICK
S RATED
lJ BOARD OF HEALTH
PERMIT T D Food/Kitchen
Septic System
BUILDING INSPECTOR
THIS CERTIFIES THAT �` '.f:....�Y.. . "*
.................................. �..........�...................................................................................... Foundation
has permission to erect........................................ buildings on ..�.� ��/ ..... ! .. ` '.F............................ Rough
..................... ......
to be occupied as �... 1. 6.;.40............................................................................. 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 INSPECTOR
VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough
Final
PERMIT EXPIRES IN 6 MONTHS
ELECTRICAL INSPECTOR
UNLESS CONSTRUCTION S ARTS Rough
.. .. ..................... Service
BUILDING TOR
Final
Occupancy Permit Required to Occupy Building GAS INSPECTOR
Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal
No Lathing or Dry Wall To Be Done FIRE DEPARTMENT
Until Inspected and Approved by the Building Inspector. Burner
Street No.
SEE REVERSE SIDE smoke Det.