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Permit No. B-17-873 Applicant Name: CROSS,SUSAN E Approvals
Date Issued: 03/31/2017 Current Use: Structure
Permit Type: Building-Alteration INTERIOR Work Only= Expiration Date: 09/30/2017 Foundation:
Residential Map/Lot 310 250 Zoning District: RB f Sheathing:
Location: 12 MAPLE STREET,HYANNIS :
ContractorName. Framing: 1
Owner on Record: CROSS,SUSAN E*. ContractorL tense
2
Address: 12 MAPLE STREET �, j,
i x Est Protect Cost: $ 16;000.00 Chimney:
HYANNIS, MA 02601 ,}
Permit Fee: $263:20
Description: Kitchen remodel windows replacement(2)' Insulation:
p p � � Fee Pa►d S 263.20
� `
k kD to 3/31/2017 Final:
Project Review Req: Kitchen remodel windows replacement(2) �,
Plumbing/Gas
x r z
Rough Plumbing:
_ Building Official -
,,,,• ,,�; Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six months after issuance.
All work authorized by this permit shall conform to the approved application,and the approved construction documents�for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes.
Final Gas:
This permit shall be displayed in a location clearly visible from access street�or�road and shall be maintained open for pupl'c inspection for the entire duration of the
work until the completion of the same.
77
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by tthe B Idinng and Fire Official-; rye provi wed onphis`permit. Service:
Minimum of Five Call Inspections Required for All Construction Work: v L n
i � ��
1.Foundation or Footing �a � '� � ,
2.Sheathing Inspection ? � ? Rough:
3.All Fireplaces must be inspected at the throat level before firestflue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage.Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
... :.. - Final.='
r •
... . . , in rsdo accessothe t asse or ... coawnce isteredot
it D. uaranYud epartmet
Building plansaeto be availableon site ."
Fin
All Permit`Cards are the property of the APPLICANT=ISSUED RECIPIENT'
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
b " � BARNSTABLE �� I� _ ell-
Map-
Parcel Application #
Health Division 9 Poi ?% Date Issued 3�
Conservation Division Application Fee nn
Planning Dept. Permit Fee oa3 = V
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation / Hyannis S �
Project Street Address
Village ICSK
Owner �)�1: Address)
Telephone S `�
Permit Request
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District
yy�� Flood Plain Groundwater Overlay
��
Project Valuation COO Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family U Two Family ❑ Multi-Family(# units)
Age of Existing Structure Historic House: ❑Yes �(No On Old King's Highway: ❑Yes ❑ No
Basement Type: Vull ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing- new Half: existing new
Number of Bedrooms: 1\ existing _new
Total Room Count (not inc
YP ding baths): existing new First Floor Room Count
Heat Type and Fuel: �Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No
Detached garage: existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION - -
(BUILDER OR HOMEOWNER)
Name & ,ns\C�Css Telephone Number
Address V License # � ��) `
Home Improvement Contractor#
Email C-5��,�� \.C6 Worker's Compensation #
ALL CONSTRUCTION rEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
FOR OFFICIAL USE ONLY
APPLICATION #
DATE ISSUED
MAP/ PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME 0 S I/®7
INSULATION S ! 7
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
27ie Commonwealth of Massachusetts.
Department a,f rnd-ustrial Accidence
t-� Off i-ce ofInvestigadans
600 Washington Sireet F
Baston,?CIA 02111
wren-.mass govfdia
N11orkers'.Compensation Insurance Affidavit:Bolder-sfContra.ctorsJElec riciansfPlumbers
Applicant Infr3rm3tian Please Print f e�ibly
1`1i8Business�Oiganrc�tianfTndinal
Address
Cifyf tatelZ��- pfiane j� (OS1
Are you an employer?Chee the appropriate box: Type of project(regnired)c
1.❑ I am a employer with. 4. ❑I am a general contractor and I 6. ❑New consiuuctia4
employees(full andfor part--timed* have hired the sub-contractors
I EI I am a sole proprietor orpartner- listed on the,attached sheet: 7. UAemodeling
ship and have no emplayees. These sub-contractors have g.,❑Demolition
for sloe in an capacity. - employees and have workers'
wo r•�n.o Y �t3`- •. 9. ❑Building addition, `
ff,w-orkars. camp.insurance comp.insl2ranie-1
required-] 5. ❑ We area corporation and its 10-❑Electrical repairs cr additions
VO 1 am.a homeowner doing all work ofrcm have exercised their 11_❑Plumbing repairs or additions
myst>l€[No workers-romg- right of exemption per MGL 12.❑Roofrgmirs
insurance required-]1 c.152,§1(4h andwe have no
employees.LNo workers' 13.❑Other
camp.insurance required_]i
*Any appffcantthat dhecksbox 91 m--t also fill outthe sectioabelowshmsing their woti'aeie eompm satinuparky information_
Mmeownerswho submit this aft]thm t inAUcating they ne&iag allwaait sadtheahire outside contractorsamct submitanewaffidavit indif9 n4 weir
fCaatractgrs iTaat ch-V Phis box must attached an additinnsl sheet showing the none of the sub-co at actors.and state whether.ar not those enddu have
employees.If the sub-contactmshave employee%they musr pmride thrsr=rken'comp.policy number.
I am an etltplgvr that is pm idng warke-rs congwnatian imairance-for my enrployees Below is the paticy curd joh site
information ,
Insurance Caiupay Name:
Policy 44 or Self-ins-Lic. l�piratioaDate:
Job Site Address- City/State/Zip:
Arch a copy of the workers'compensatienpoliev declaration page.(shoving the policy number and respiration bate).
Failure to secure coverage as requited under Section 25A o€MGL c 1572 can lead to the imposition of criminal penalties of a
f me up to,$1,500 00 and t'or one-yearimpnsotmzen as well as cavil penalties.in the form of a STOP WORK ORDER and a$me
of up to$250-00 a day against the violator. Be adsdsed that a copy of this statement maybe forwarded to the Office of
imest gations ofthe D1A.for-MSUrance coverage verrEcatiam
I do Hereby c �'caatder the palms andpenahArs ofper r<ry�t7rattJte icr,f ormcr#iafr pro rted abate is tars ar^rcl�correct
Signature. �1 Date: C /
Phone i�
oBkial use anly Da irot ivrke in tl<ib area,tit be mimpLeted bye r-ity arto►r!rr officiaL
City or Town: Perrmtf kense if
Issue;Author4(circle one):
1.Board of Health 2.Building Department 3.City.cTown Clerk d:Electrical Inspector S.Plumbing Inspector
6.Other
Contact Person: Phone#:
-- -- --- - -- - - 6
ormation and lastructions
Ma ssachmetts Cyr-he-al Laws chapter 152 regaes all employers to provide wormers'compensation for their employees.
Pmsciantto this stare,an MTLoyse is defined as_"_.every person in the service of another under any coifract of hie,
express or implied,oral or writ h=A"
An enzp&ryer is defined as"an individual,partnership,associafian,corporation or other legal entity,or any two or more
of the foregoing engaged m a Joint entf-Tprise,and mcInding the legal representatives of a deceased employer,or the
receiver or trustee of an urdivid aal,partnership,associadou or other Iegal entity,employing employees. However the
owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of tha -
dweIling house of another who employs persons to do maiufm ce,consLuc(ion or rr- r work on such dwelling house
or on the grounds or building appurtenant thereto shall not becanse of such employment be deemed to be an employer."
MOIL chapter 152,§25CC6)also sides that"every state or local licensing agencyshallwithhold the issuance or
renewal of a licerese or permit to operate EL business or to construct buildings in the commonwealth for any
applicant who has not produced acceptable evidence of compliance with the rnwr-an ce coverage requiored"
Additionally,MGL chapter 152,§25C(7)states'Neither the commgawealth nor any of ifs political subdivisions shall
enter iat:) any contract for the perfoffiaace ofpablic work mitil acceptable evidence of compliance with the insur ce.-
regniremenfs of this chapter have been presented to the contracting aufhoiity"
Applicaafis
PIease fill ort the workers'compensation ar'hdavit completely,by cht-_ ® -jLe boxes!hat apply to your situation and,if
necessary,supply gab-contactor(S)name(s), address((-s)and phone number(s)along with their certdacate(s)of
insurance. LimitsdLiabilky Companies(LLC)or Limited LiabilityPaitnerships(LLP)with no employees other than the
members or partners,are not rf_ ed to cant'workers'compensafion insurance. If an LLC or LLP does have
employees,a policy isrmfuired. Be advisedlhatthisaffidayitmaybesubmin--dtothe;DepartrnmtofIndustial
Accidents for conf=ation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should
be i-i--tammed to the city or town that the application for the permit or license is being requested,not the Department of
Lojinstrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy,please call the Departiacut at the immber listed below. Self-insured companies should enter their
s elf-m gTran ce license nurmber an the appropriate line.
City or Town Officials
Please be sure that the affidavit is complete andprinted.legibly. The Department has provided a space at thi bottom
of the affidavit for you to f II out in.the event the Office of Investigations has to contact you regarding the applicant_
P Ieas e be sure to fill in the pemiitllicense number which will be used as a reference number. In addition,an applicant
that must submit multiple pennit/licrose applications in any given year,need only submit one affidavit iadirath,g current
policy inlbrnation Cif necessary)and under"Job Site Address"the applicant should:.write"aII locatiLns in ( Y or
town)."A copy of the-affidavit that has been.officially stamped or marked by tho city or town may b e provided to the
applicant as proofthat a valid affidavit is on file for fuiure'pennits or licenses. A new affidavit mm5t be filled oirt each.
year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial 4eut n-0
(ie,. a do license or permit to bun leaves eta.)said person is NOT requzired to complete this affidavit
g
The Office of Investigations would like to thank you in advance for your cooperation and should you have any z, +ons,
please do not hesitate to give us a call.
The Deparfmcafs address,telephone and fax miabDr:
Thc�.CGMM aWt_Iatttt of Mass chUSE- s '
Department of 11adustial Aoc,zden-ts
Office 4f f ntve tigatLaw
��4���hin tan Stet
Bt n�MA Ell,11
T(,-L 4 61 r7-' -49QO Qxt 06 4r
Fax 9 617-727 7M
revised 4-24-07 .rri �Q�r�dia
' ] r
AWC Guide to Wood Construction in High Wind Areas:110 mph.Wind Zone
Massachusetts ChecUst for Compliance(790 CJMR 5301.2.I.I)I
�1 Check
compliance
1.1 SCOPE
WindSpeed(3-sec.gust)..„..............................................................:_.......................................„....110 mph _
WindExposure Category................... .......... ._..„....... ...........:_.............................. .......... ..„B
1.2 APPLICABILITY
Number of Stories ................................ _..„..(Fig 2). ........................ stories s 2 stories
RoofPitch ................................................................(Fig 2) ..................................... 512:12. _
Mean Roof Height _..............................._....
....................(Fig 2).................................. :... _ft 5 33'
Building Width (Fig 3)..._........_........._..„.._....... ..... ft s 80' _
Building Length,L ..................(Fig 3).._.._....._...:.... „......... ...:...... ft 5 80' "
Building Aspect Ratio(LAY) „......................................._.(Fig 4)._........................_......_............ 5 3:1 —
Nominal Height of Tallest Openine ................_.......„__...(Fid 4)................„„..:._:...._........:_.._
1.3 FRAMING CONNECTIONS
General compliance with framing connecfions.........._........(Table 2).................................. „...„.„...„.......
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete........................................................ .......................... ..................... _
ConcreteMasonry................................ ...„....... .....:.........._..........._........ ................„..._............ —
2.2 .ANCHORAGE TO FOUNDATION"a
5/8'Anchor Bolts imbedded or 5/8'Proprietary chanical Anchors as an alte a in concrete only
Bolt Spacing-general................ .......... (Table 4)........... ........................„ in. —
Bolt Spacing from endrDint of plate ..................._..„..(Fig 5).....:....._...... ..........„. in.5 6"-12" _
Bolt Embedment-concrete........................................(Fig 5)..._....:................................._in.;-*7" _
Bolt Embedment-masonry...................................„...(Fig 5).............. ................_...._.. in.z 15'
PlateWasher.„........................................................... (Fig 5)............. ...............................z 3"x 3'x V4"
3.1 FLOORS
Floor framing member spans checked ..............................(pe 80 C Chapter 55)....__................
Maximum Floor Opening Dimension�....... ........................(Fig 6 .... .............„.._..�ft 5 12'or L 2 or W/2 _
Full Height Wall Studs at Floor Openings less than 2'from Exterior, all(Fig 6)..................................
Maximum Floor Joist Setbacks r —
Supporting Loadbearing Walls or Shearwall................(Fig _ _
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fit 8).................. ....................:...........—ft 5 d
Floor Bracing at Erdwalls........................._„................... rg 9)................... .............„ —
Floor Sheathing Type ......„............._...................:.........._. per 780 CMR Chapte 55)...........I...........
....___.
Floor Sheathing Thickness........ ........__.........__........_....(per 780 CMR Chapter ....................... in. —
Floor Sheathing Fastening _
..'...-.........„........_.....:........ _..(Table Z).._d nails at in edge/ in field
4.1 WALLS
Wall Height
Loadbearing walls............................ ........... (Fig 10 and Table 5)......................... ft 5101,
Non-Loadbearing walls....:--................... .„.......... ..(Fig 10 and Table.5)...._........... 5 20'
Wall Stud Spacing ..... ln..:5
p ng ...................:...._„..... ........'„'...........(Fig 10 and Table ............ in..s "o.c.
Wall Story Offsets ......... ......................'(Figs 7&8)....................................... ft 5 d
' 42 EXTERIOR WALLS'
Wood Studs
Loadbearing walls............. ....... .-...(Table 5)....................._.......2x - ft'_in.'
Non-Loadbearing walls _ _ft—In.
able 5 - '
Gable End Wall Bracing I
Full Height Eidwall S ds..............................„...... .(Fig 10)...........................................-..............
....
WSP Attic Floor ........................I.................... F 1 i .................... ft>W/3
--Gypsum Ceiling.Length(if WSP not used).......__:..__.„.(Fig 11)............................
_ft z 0.9W
2 x 4 Continuous Lateral Brace @ 6 fL o.c...(Fig 11)..................................._......._.........._..
Double Top Plate
3 Splice Length ................:.....................................(Fig 13 and Table 6)__................ _ft
Splice Connection(no.of 16d common nab).............(Table 6)........................................
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Mass'achasetts Checklistlor Compliance(780 CIKR 5301.7.1.1)1
Loadbearing Wall Connections
Lateral(na of endna1ed 16d common nails),.._..-.__.-{Table 7).-_....._..............._............................
Nan-Loadb 'ng WaU Connections
Lateral o.of endnaffed 16d common nails)...............(]able B).._............ _.........._._............_._._.
Load Bearing Wall Openings(record largest opening but check aff openings for compliance to Table 9)
Header S ns -_............._..,......................_..._......(fable 9):._.___...................:-.—tt•_in.s 11'
Sill Plate S ns __.._..........._..._..................___......(Table 9).___ _ ......:_......._ft—in.511'
Full Height ds (no.of studs)__.._.....__ .._..__._..(Table 9)._.. ......._ ....._.. .............._......_..
Non-Load Bearing II Openings(record largest opening but check al penings for compliance to Table 9)
HeaderSpans...__ .....__................................_...........(Table 9).. ...._......................—ft_in.512'
Sill Plate Spans...... ........................._.........(Table 9) ft in:512'
Full Height Studs(no. studs)..........................._...(fable 9) .................................................
—
Exterior Wall Sheathing to R ist Uplift and Shear Slmultaneously4
Minimum Building Dimens W
Nominal Height of lest Opening2 ...
.. ......................_......
Sheathing Type........._ ....
.............
_....
.........(note )..........._......................................... —
Edge Nag Spacing. ...... ........................� ..(Tabs 10 or note 4 if less)_.._ ..._......._._ in.
Field Nall Spacing.........._ .....................__..(T a 10)_....._......._......_..._......._...._......... in.
Shear Connection(no.-of 1 common rtais)(Ta le 10) _
Percent Full-Height Sheathing. .............__....(T Is 10)_... :....._.._.._...............-___.....__... %
5%Additional Sheathin for Wall with pening>6W(Design Concepts)..................
Maximum Building Dimension,L
Nominal Height of Tallest OpeningZ_. .. .............................................. ...... 5 6W
Sheathing Type._.._..........._............_. .(note4)..........:_.: - —
Edge Nall Spacing.........._........___....._. ...(Table 11 or note 4 If less)....:._............
Feld Nail Spacing...,_.:......................... ..... (Table 11).................................... In.
Shear Connection(no.of 16d commo nals) able 11).........-_............................................
PercentFull-Height Sheathing...................... le 11)._...._.._....._......_..._...................._%
5%Additional Sheafhin or Wall with O ing>6'8'(Design Concepts).........__. ...
Wall Cladding
Ratedfor Wind Speed?............. .... ................................... ......_....................._...._.._.._.._............
5.1 ROOFS
Roof framing member spans check 7.......................(For Rafters AWC Span Tool,see BBRS Website)
Roof Overhang ......._............... .. .....9..............(Figure 19)..... ....... ft s smaller of 2'or IATruss or Rafter Connections at Loadbeann Walls
Proprietary Connectors
Uplift...........................................(Table 12).............. _._._.._.U= plf
Lateral......._................................:...(fable 12).._.........-.............._.. ...........L= Of
Shear........................_.._......_._......(Table 12)._._........:....... .....................S= plf
Ridge Strap Connections,ft collar ties not used per page 21.....(Table 13)........ _.. _........._.T= plf _
Gable Rake Outiooker....................................... (Figure 20). ......... _ s smaller of 2'or L2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift........ ... .:...... ..._. ...._(Table 14)....... ....._........._..... ........U= lb.
Lateral(no.of 16d common nails)...(Table 14).........:................... .+...:.:L= lb.
Roof Sheathing Type._._............................................(per 780 CMR Chapters 58 and 9..................
Roof Sheathing Thickness_.............. . ___.... in.a 7/16'WSP
Roof Sheathing Fastening. .............I..........._.........(Table 2)�:._...._ : —
Notes: ...._......._......._.._.._
1. This checklist must be met in Its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 53012.1.1 Item 1.if the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
a Uplift Straps per Figure 14
d.• Ail Straps per Figure 1 T
e. Comer Stud Hold Downs per Figure 18a
2. Exception:Opening heights of up to 8 it shall be permitted when 5%is added ta the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2.in,nominal thickness.pressure treated#2•grade.
AWC Guide to Wood Construction in Sigh Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(790rCY[R5301.2.1.1)'
a.
a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing requirements
b. Wood Structural Panels shall be minimum thickness of 7/1 T and be installed as follows-
I. Panels shall be installed with strength axis parallel to studs.
I All horizontal joints shall occur over and be nailed to framing.
M. On single story construction,panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction,upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor-framing.
v. Horizontal nail spacing at double top plates,band joists,and.girders shall be a double row'of Bd
staggered at 3 inches on center per the Figure, Vertical and Hodzbntal ldarTing for Panel Attachment
r
•
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(7so CMR53011.1.1)1
-MEN tHM EDGE RES1 ON
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Vertical and Hoftontal Tiling
for Panel Attachment
V • �_1
�tHe Town of Barnstable
Regulatory Services
ea
' `
u Richard V.Scali,Director
i639.
�Ecr� Building Division
Paul Roma,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
_Property Owner Must
Complete and Sign This Secti ri
If Using A Builder
_ r
as wner of the subject property
hereby authorize to act on my behalf,
in all matters relative to work authorized b ding permit application for:.
(Address f Job)
**Pool fences and alarms the responsibility of the app ' rit. Pools
are not to be filled or ' ' ed before fence is installed and al
inspections are per rmed and accepted. _
l
Signature of Owner Signature of Applicant
Print Name Print Name
Date
Q:FORMS:OWNERPERMISSIONPOOLS
Town of Barnstable
r
Regulatory Services ,
drrtKE bye Richard V.Scali, Director
Building Division
sAuvsTABL% ► Paul Roma,Building Commissioner
0.39. 200 Main Street, Hyannis,MA 02601
•
ArED � www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:. 1 V
JOB LOCATION: `-o-
number y� street // village
"HOMEOWNER" �: C— � l�`
name ` home phone# work phone#
CURRENT MAILING ADDRESS: V N 1 f
�_ �C�tS ` o C_ OD k
cityytown 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"homeowner"certifies that he/she understands the Town of Barnstable Building Department
minimum}� pection procedures and requirements and that he/she will comply with said procedures and
require fits.
91
JLAM
Signature fHomeowner
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 to amend
and adopt such a form/certification for use in your community.