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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 9 Parcel 0 Application la
Health Division Date Issued ‘ ZSG I3
Conservation Division , Application Fee
Planning Dept. , - , Permit FeeE35 5'1S
Date Definitive Plan Approved by Planning Board
Oit 6-Zs"--'3 Pf?
Historic - OKH _ Preservation / Hyannis :
LProject_Str_eet'Address I oh-K( 04 1.4)
Village---- `3 c•M'- 4ciA) I C'
o_e ,`1 prim a ( f \ A Address 5(( vA-61004 `t
Telephon—e--� 5- "j62.- ' ilI lei
"Permit.Reques')GA3vc.r`\i- I2. t(c. tie-cX T6 9..re.e4.3cd, to --p®tC-1
17 -.) c-i2,c,706. fp-k-tre, (ADO Sc- :
Square feet:1-st_floor_:_existing' proposed 2nd floor: existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
//„ oe
•Project V_aluation (p�® Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No
Basement Type: ❑ Full 0 Crawl ❑Walkout 0 Other
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing _new d -+
Total Room Count (not including baths): existing new First Floor Roo; Count
Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Otherco 00
Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/foal stoves. ❑Yet ❑ No
Detached garage: U existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing °0 neg. size_
Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: t." '`"
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
—Current-Current Use -- Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER) L'
Narise-- I , 61k417tot, Telephone-Number".5O-I5 (362.0I J
Addr~ess ��5?j () v((V , " 1-) License# ."
, .
��T( , N i Home Improvement Contractor# r- , ,
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Worker's Compensation # ,,,,-...,.
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ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO/ v4cCD. 4
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SIGNATURE--u
L- -1 (DATE_ - 13
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} FOR OFFICIAL USE ONLY
`Y
,: - APPLICATION# -
i,
DATE ISSUED
MAP/PARCEL NO.
.t - -
•
"; ADDRESS t VILLAGE . , .,
'` OWNER •
,
k _ rt.
_ DATE OF INSPECTION: _
._1 . .. .,
f.`FOUNDATION _ - _
i.:,
1FRAME 5 19 a0� /i/o01;0i0
7INSULATION + .
FIREPLACE
ELECTRICAL: ROUGH • FINAL
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` PLUMBING: ROUGH FINAL
`; GAS: ROUGH FINAL ,
FINAL BUILDING
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DATE CLOSED OUT
E ASSOCIATION PLAN NO.
4
oFTME►a,�
Town.of Barnstable
• Regulatory Services
• saxNsreeIe Thomas F.Geiler,Director
nt.►ss.
!.6339. �11,' Building Division
'Cr
1giA Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
rl
DATE: (5 I i - 13 ,/
JOB LOCATION: 154 Of C(�.br.\
� Cum./AA-abut
ut
`number street °� village
"HOMEOWNER": ALA C�tMlb& CJ✓�- 3c2i13i r— VQ
-(02.'627'3
name home phone# work phone#
CURRENT MAILING ADDRESS:
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less
and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner
acts as supervisor.
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-family dwelling,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 Building 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,bylaws,rules and regulations.
The undersigned"homeowne "certifies that he/she understands the Town of Barnstable Building Department
minimum in tion proce res and irements and that he/she will comply with said procedures and
requi n
•
Signature of Homeowner
•
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a form/certification for use in your community.
Q:forms:hoineexempt
Town of Barnstable Bldg Dept. 6-18-13
William and Mary Campbell
154 Oakmont Rd
Cummaquid, Ma
Map 349 — Parcel 060
Convert 12'x16' deck into a screen porch- Re-roof House
Ma check list for compliance is not applicable per The 8th Residential Code
1). The MA checklist, along with the 110 mph guide, is mean to be prescriptive
compliance "package" for framing one and two story dwellings in a 110 mph wind
zone (see attached supporting document from the BBRS FAQ).
2). A MA exception was added which applies to single story rooms less than 600
sq. ft. in area which are thermally isolated from the main dwelling (see attached
supporting document from the BBRS FAQ).
3). If building plans, which are approved and stamped by a MA register engineer,
then the check list is not required (see attached supporting document for the
BBRS FAQ and engineers note/calcs/stamped plan).
Engineer's review performed by Paul Swanson —engineer number 35334
Please see attached notes/calculation/stamped plans
Cleared Historic—6-12-13
Any questions
William Campbell 508-362-7139 Home
508-789-3157 Cell
508-862-623 Work
EtBoise Cascade Quadruple 2 x 10 SP #2 Designs\Beam01
Dry I 1 span I No cantilevers I 0/12 slope Wednesday,April 24,2013
BC CALC®Design Report-US
Build 1926 File Name: BC
Job Name: Addition Description:Designs\Beam01
Address: 154 Oakmont Rd. Specifier: Paul W.Swanson, P.E.
City, State,Zip:Barnstable, MA Designer:
Customer: Campbell, Bill Company: Swanson Structural, Inc.
Code reports: SPIB Misc: job 4724
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Av o4
BO 12-00-00
B1
Total Horizontal Product Length=12-00-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO, 3-1/2" 240/0 1,348/0 1,440/0
B1, 3-1/2" 240/0 1,348/0 1,440/0
Uve Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 12-00-00 40 12 01-00-00
2 Wall Unf.Lin. (lb/ft) L 00-00-00 12-00-00 80 n/a
3 Roof Unf.Area(lb/ftA2) L 00-00-00 12-00-00 15 30 08-00-00
Controls Summary Value %Allowable Duration Case Location Disclosure
Pos. Moment 7,738 ft-lbs 95.8% 115% 2 06-00-00 Completeness and accuracy of input must
End Shear 2,295 lbs 30.8% 115% 2 01-00-12 be verified by anyone who would rely on
Total Load Defl. L/414(0.335") 58% n/a 2 06-00-00 output as evidence of suitability for
Live Load Defl. U801 (0.173") 45% n/a 5 06-00-00 particular application.Output here based
Max Defl. 0.335" 33.5% n/a 2 06-00-00 on building code-accepted design
propert and methods.
Span/Depth 15 n/a n/a 0 00-00-00 Installation of BOISE engineered
wood
products must be in accordance with
%Allow %Allow current Installation Guide and applicable
Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide
BO Wall/Plate 3-1/2"x 6" 2,788 lbs 31.2% 23.5% Spruce Pine Fir or ask questions,please call
B1 Wall/Plate 3-1/2"x 6" 2,788 lbs 31.2% 23.5% Spruce Pine Fir (800)232 0788 before installation.
BC CALC®,BC FRAMER®,AJST"',
Notes ALLJOIST®,BC RIM BOARDT"' BCI®,
Design meets Code minimum(U240)Total load deflection criteria. • BOISE SYSTEM®,GLU VE T'",SIMPLE FRAMING
meets Code minimum(U360 Live load deflection criteria, L ®,V RSA RI LAM®,VERSA-RIM
,Design ) PLUS®,VERSA-RIM®,
Design meets arbitrary(1")Maximum total load deflection criteria. VERSA-STRAND®,VERSA-STUD®are
Calculations assume member is fully laterally braced. trademarks of Boise Cascade Wood
Design based on Dry Service Condition. Products L.L.C.
The analysis of solid sawn wood members is in accordance with the NDS and is limited to the
output shown above. All other support and design for these products, including but not
A.
limited to notching,connections, installation, and engineer/architect certification is the � I, ' a<
responsibility of the projects design professional of record. 4.F1-- `'`'`1�,s. '*..
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Page 1 of 1
.7,
Back to Top
Q:Can you answer several questions on the MA Checklist and the 110 mph Guide?
Q1:How should the MA Checklist for the 110 mph Guide be used?
Al:The 110 mph Guide is a prescriptive method for wood framing a one-or two-story dwelling in a 110 mph wind
zone.The MA checklist can be used in place of the checklist on pages 27 and 28 of the 110 mph Guide.The guide
can be viewed or downloaded at http://awc.orq/pdfMIFCM 110-B-Guide.pdf.
Q2:Does the MA Checklist for the 110 mph Guide need to be met in its entirety to comply with the building code?
A2:Yes.iThe MA Checklist;along with the 110 mph Guide;is meant to be a prescriptive compliance"package"for
(framing a one-or two-story dwelling in a 110 mph wind zone..
03:If the 110 mph Guide and MA Checklist requirements are met,does this serve as a prescriptive means of
meeting the requirements of the MA State Building Code?
A3:Yes,and the construction drawings do not need to be certified by a registered engineer or architect unless
special design issues are present(design of structural steel beams,etc.)
Q4:Can the 5%additional full height sheathing requirement apply to wall lines with garage doors?
A4:Yes.
Q5:Can APA Narrow Wall Bracing be allowed to satisfy bracing for a garage door in a detached garage for
example?
A5:Yes,refer to the APA-The Engineered Wood Association website on bracing www.apawood.orq/bracing then
register and view or download Whole House Wall Bracing(PDF 2.2 MB,free download).
Q6:Are windows allowed in an exterior wall where the stairwell opening is within two feet of this wall?
A6:Yes,as long as the requirement for full height studs is met(see page 10 of the Guide).
Q7:For a lateral addition does the aspect ratio,and other restrictions on the use of the 110 mph Guide,pertain to
the entire dwelling or just the addition.
A7:The addition only.
Q8:Can you add some clarity for sheathing nailing per the 110 mph Guide for both a one-or two-story dwelling?
A8:The MA Checklist provides an attachment detail for full height sheathing.Based on input the BBRS staff has
received from AF&PA,MA builders,and design professionals,an acceptable alternate attachment detail for full-
height sheathing is provided for both a one story 1-STORY WSP Nailinq an(164kb)and two-story dwelling 2-
STORY WSP Nailing(272kb).
Q9:If building plans,whichred and stamped by a MA registered engineer or architect;are submitted
Floes the MA-Checklist need to be filed but as well?)
A9:No.If the building plans define he wood framing requirements,with no reference_to_the Guide,then the MA
eck Chlist is not required.
Q10:A contractor generated building plans using the Guide and MA Checklist and had a component of the building
designed and stamped by an engineer.Are these plans allowed?
A10:Yes.If the general framing requirements comply with the MA Checklist and a component is engineered,then
this falls within the intent of the code.Several examples of building components are headers,or floor or roof support
beam(s)and girder(s).
Back to Top
Q:Are ground snow loads used directly as roof snow loads?
A:No.For conventional construction,the residential code provides a prescriptive(using figures and tables)method to
determine roof member sizes.The roof snow loads used to develop these tables are derived from ground snow loads.
Design of non-conventional framing or structures using the Residential code requires a registered professional.The
professional must use snow loads found in R301.2(5)and use accepted engineering practice as per R301.1.3,such as
ASCE-7 methods.
For example,using ASCE-7 to find roof snow loadings,the professional must use the ground snow load from the table
R301.2(5)and apply appropriate factors to determine the roof snow loadings.Typically,the uniform roof snow loading is
less than the uniform ground snow loading.
Back to Top
Q:Roof solar system loads:Is there a prescriptive process for structural approval of small solar systems?
•
' A. If the roof is part of the thermal envelope then yes,because exception 5 of Section 101.4.3 of the International
Energy Conservation Code 2009,only applies as follows:'Re-roofing for roofs where neither the sheathing nor the
insulation is exposed.Roofs without insulation in the cavity and where the sheathing or insulation is exposed during re-
roofing shall be insulated either above or below the sheathing'.
Q.Gypsum board and insulation:Does gypsum board have to be in contact with the interior surface of the insulation.
A. No,not necessarily.If the thermal envelope is properly air sealed then an air cavity between the gypsum board and
interior surface of the thermal envelope is acceptable.Examples of this are wall cavities which are partially filled with
foam insulation or in ceiling construction with batt insulation and tuning strips.
12.00 Mechanical Administration
Q:To replace a furnace in the basement of an existing building,located in a flood zone,where must the new
furnace be located?
•
A:Section R322.1.6 directs the installer to place any new or replacement electrical,heating,ventilation,air conditioning
and other service equipment above the base flood elevation or protected so as to prevent water from entering or
accumulating with the system.During the permit process this flood elevation should be addressed prior to the permit
being issued and during the final inspection.
Back to Top
14.00 Heating and Cooling Equipment
Q:I would like to purchase a new heating appliance.How do I know if the product complies with the Building
Code?
•
A:In general Chapter 14 applies.If it is a gas appliance visit the'Approved Plumbing Products Online System'offered
by the Division of Professional Licensure http:/4icense.req.state.ma.us/pubLiGpl products/pb product.asp
Back to Top
Appendix J Existing Buildings and Structures
Q:Are fire sprinklers required when renovating an existing one or two family dwelling?
A.The basic approach is as follows:
1. Determine if new construction of the same type of building would require sprinklers.If yes-
2. Determine if the renovation work provides an opportunity to incorporate fire protection easily. For example,in a
case of complete reconstruction. If yes,then it is likely cause to have sprinklers installed.
Back to Top
G1:Where do I find the code requirements for additions and replacement windows?
A.In general this table should apply:
a• a: ap to r ew
Q:Sunroomfthree season porch wall bracing,and.glazing in wind borne debris regions:Must dazing used for
sunrooms and three season porches meet the requirements of R301.2.1.2.Protection of openings?
A: No,for existing buildings where protected openings were never required per R301.2.1.2.
A:No,for new construction where the sunroom or porch is thermally isolated from the building.
A:Yes,for new construction where the sunroom or porch is not thermally isolated from the building.
(Q:Must sunrooms and porches meet the wall bracing requirements of R602.10?)
• A:No,a MA exception was added which applies to single story rooms less than 600 sq.it.in area which are thermally)
(isolated fronT the main dwelfng,)
Q:Duct Testing:Is duct leakage testing required on new duct runs in existing building projects?
A:In general,yes. However,this guidance may not be economically or technically reasonable in certain projects based
on feedback from industry experts. Two examples are provided:
• '
1 '
Swanson Structural. Inc. Paul W.Swanson,P.E.
Engineering Services 116 Forest Street
commercial Franklin,MA 02038-2579
residential Phone 508-520-1333
heavy timber Fax 508-520-1334
Paul@SwansonStructural,com
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!Job Name 154 (9A-K1viomr 12-,D . Job Number 41'2-4
Location 1//1/1 MA 621/(I), iVIA- Sheet / of /
Client /3//-1.- GifrlP6 at— By PWS Date 4/26/3
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Swanson Structural, Inc. Paul W.Swanson,P.E.
•
Engineering Services 116 Forest Street
commercial Franklin,MA 02038-2579
residential Phone 508-520-1333 'heavy timber Fax 508-520-1334 il
PauleSwansonStructuraLom
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Job Name Job Number 4724
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For Office Use Only
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- . Permit No.
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.• Date
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I i AFFIDAVIT
Home Improvement Contractor Law
' ...-.
Supplement to Permit Application
? IVIGL c...l42.A requires that the •recemstruction, situation,renovation,=air,modernization, oixtversion,
.
improvement, ranoval, demolition or construction of an adchtion to any pre-existing owner-ocenpied
building containing at least one but not more than four dwelling twits or structures which arc adjacent to
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such residence or building be done by registered contractors, with certain exceptions, along with other
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requirements.
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Type of Work:ccofitiothir), , c"-.,-.4\-9.1f.). Est.Cost‘4.9.-Z) ,
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/Address of Work 15...1 (1)i ,tatitt( 4.__Ib_ Ci,,,e4.1.,404zbici.) C-&,x---‘1\ ‘Ofl\e,
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- •; N/Owner Name: biittei/IA ci. \
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Date of Permit Application:
.• I hereby certify that:
Registration is not required for the following rcasori(s):
1 • Work excluded by law
_
-
Job under S1,000
Building not owner occupied
Owner pulling own permit
.••
Other(specify) 1
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. Notice is hereby given that:
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i • OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH
UNREGISTERED CONTRACTORS FOR APPLICABLE HOME
• IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION
PROGRAM OR GUARANTY FUND UNDER MGL c. 142A.
Signed under penalties of perjury
e eby apply for a permit as the agent of the owner
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r 1 .3293.5
1 Date • - Contractor Name Registration No.
i . TarYtWc6ra+v)
: OR:
i • Notwithstanding the above notice, I hereby apply for a permit as the owner of the above
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CERTIFIED PLOT PLAN
LOCAT/ON: �.1MMA L-A'D, w. •
.4 1-23- Z-
I' , SCA1_E t -4o DATE 9
REFERENCE LOT Zo 1 +. _ _ a`N a k'
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FLOOD ZONE -,C S RUMB1
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I HEREBY CERTIFY' THAT THE BUILDING o S NP
SHOWN ON THIS PLAN /S LOCATED ON THE A"�CCsSUflVE���GRO ND AS SHOWN HEREON, AND THAT IT7.4.,,,
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5 CONFORM TO THE ZONING
"'c BY-LAWS OF THE TOWN OF 1'�A- -- •
,'.;r� WHEN CONSTRUCTED.
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'` WELLER & ASSOCIATES
7/4 MAIN STk£ET ( — L 3 "'q Z
# YARMOUTH, MASS. DATE
Assessor's office 1st Floor): ,- ,Bi y (gig
Assessor'q map and lol number Map °0,-.4 SE- 4 et.„, rf A ~ `:." _f ,i aE p{THE to
Conservation " 1 A.,,�„F��`� ' %3'�..—�..AN INSTALLED 19 COMPLIANCE i�� .0
Board of Health(3rd floor): q WITH TITLES ! •
Sewage Permit number 1 f,S 5 ENVIRONMENTAL CODE AND , •a.�
Engineering Department(3rd floor): // TOWNREGULATIONS °o,.�•°�°' `��'
House number 6S� o��r r.
Definitive Plan Approved by Planning Board 19 pp
APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only /03
TOWN OF ��� �'�� \
_ BARNSTABLE
BUILDING INSPECTOR , > -ie 't
APPLICATION FOR PERMIT TO (/a �/f�C9-L �IL l j��O!Y
TYPE OF CONSTRUCTION 6)00 0 f`TPAAET
December 10 , 199119
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location Lot 205 Oakmont Road, Cummiquid, MA
Proposed Use Residential t'
Zoning District Residential Fire District Barnstable Fire District
Name of Owner William & Mary Campbell Address 193 Camp St c-5 , W. Yarmouth, MA
Name of Builder Giulio Realty Trust Address 651 Main St , W. Yarmouth, MA
Name of Architect Nicolas Mariani Address 21 Kensington Ave, W. Newton, MA
Number of Rooms six Foundation Poured concrete
Exterior wood Roofing asphalt shingles
Floors wood Interior plaster
Heating FHW Plumbing PVC & copper tubing
Fireplace Orie Approximate Cost $9 5 , 0 0 0 . 0 0ki
Area f R'0
is9Building ram of Lot and with Dimensions ee ?irlii
. . 6 16,`-' 0244 J.4
iii&A,4*-.1a,
III
_____
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS •
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction.
i
Name 41 ?fa/44a /,
Construction Supervisor's License S /S 6 7'
...,. CAMPBELL, WILLIAM & MARY .i,.z
I.,,, . .
No 34.8407 Permit For One Story .. •
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Single Family Dwelling
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Location Lot #205 . 154 Oakmont Road
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olvrr,. TOWN OF BARNSTABLE Permit No. 34807
BUILDING DEPARTMENT ($640. 00 /�
TOWN OFFICE BUILDING Cash ��� I�YL
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'to ti.Y►•N HYANNIS,MASS.02601 Bond -
i
CERTIFICATE OF USE AND OCCUPANCY
Issued to William & Mary Campbell
• Address Lot #2 0 5, 154 Oakmont Road
Cubmaquid, Mass.
USE GROUP FIRE GRADING OCCUPANCY LOAD
THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE
BUILDING CODE.
June 4, 19 92 4.19.414-
Build4g Inspector
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rHtDEPARTMEN'T'OF'PUB.L.IC WORKS: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIOt
OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
•MINIMUM OF THREE CALL 'APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE 'SEPARATE
INSPECTIONS REQUIRED FOR
PERM REQUIRE FOR
ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ITS
ELECTR:CARE D AL, PLUMBING A D
I. FOUNDATIONS OF/FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS.
2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL •
MEMBERS(READY TO LATH).
3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE.
OCCUPANCY.
• i POST THIS CARD SO IT IS VISIBLE FROM STREET
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BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS i ' ELECTRICAL INSPECTION APPROVALS
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TOR HAS APPROVED THE VARIOUUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTE
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