HomeMy WebLinkAbout0093 SECOND AVENUE (HYANNIS)
. Town of Barnstable BUlldlri
tha �t'M �ZqisV�sible`EFrorn<<th` StreetA ° rovedf'Plan's Must b Retained�pn Job and:this Card Must be Ke t
Post This Card So a pp e, 7 p
r ,
Posted Until Final Ins ection Has„a Made,w ., F ,
' rm
" Where a Cect�ficate:of:Occu anc _snRe u�red s'eh BuildmshallNot`be:Occu wedunt�la Finai Ins .ect�onhas been made el illl�.
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Permit No. B-18-2860 Applicant Name: Craig Bishop Approvals
Date Issued: 08/31/2018 Current Use: Structure
Permit Type: Building-Insulation-Residential Expiration Date: 02/28/2019 Foundation:
Location: 93 SECOND AVENUE(HYANNIS),HYANNIS Map/Lot 267 007 Zoning District: RB Sheathing: .
Owner on Record: ALLAIN,KEITH J&ANN-MARI D # Contractor Name Craig P Bishop Framing: 1
Address: 58 RIC COURT Contract ice�nse,�CS 109777 2
NORTH BRANFORD,CT 06471 �Es�tProfect Cost: $3,003.00 Chimney:
Description: Air Sealing&Weatherization Pfrmit�Fee: $85.00
a s F Insulation:
Project Review Re � Fee Paid y $85.00
1 4 8 Final:
14
Date
,G 8/31/201
Plumbing/Gas
Rough Plumbing:
Building Official
. ... <. . ., Final Plumbing:
`k � .
This permit shall be deemed abandoned and invalid unless the work aithorized�by this permit is commenced within six monthsYafter issuance. Rough x � � '* W, g Gas:
All work authorized by this permit shall conform to the approved application and the£approved construction documents,,for which this permit has been granted.
x
All construction,alterations and changes of use of any building and st ctures shall in compliance with the local zon ng bylawsa nd codes. Final Gas:
FR�This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public mspeetI&for the entire duration of the'
work until the completion of the same. Y
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by,'h Bwldmg and+Fire Qfficials are;pra ded on this'permit. Service:
Minimum of Five Call Inspections Required for All Construction Work:,' kilr
rt
1.Foundation or Footin _.: Rough:
2.Sheathing Inspection ''
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final`.
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low_ Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT A' gE
' Town of Barnstable u11Ciln
g .
Post ThisGard So That it..�s-1/is�ble$Fromthe�t'reet A r<oyedPlans,Must-be Retained o,nJob and this,CardMust be,Ke t .`_.
'- �nxiatxe'�es.c ' � , �'; �.c� <sF v<� �`'Y`�. � ;; t� � - �,,33;a ,�, pp g,Z�y' ;,,. �� ..;F'��
9 M" Posted UntIIF�nallnspection Has Been°Made c' a
r � Where a.,Certificate of Occu ant �s Re utred-such;Buald�ri shall N'ot be Occu ied#un#�I a Fina[=Ins ectiort has,been made Permit ,
Permit No. B-18-1919 Applicant Name: Alexander E Mitsis Approvals
Date Issued: 06/22/2018 Current Use: Structure
Permit Type: Building-Sheet Metal-Residential Expiration Date: 12/22/2018 Foundation:
Location: 93 SECOND AVENUE(HYANNIS),HYANNIS Map/Lot 267 007 Zoning District: RB Sheathing:
� !4T
Owner on Record: ALLAIN, KEITH J&ANN-MART D 4 � Cont�actoNameAlexander E Mitsis Framing: 1
� 13k
Address: 58 RIC COURT � Contractor L�ens�e' 413 - 2
NORTH BRANFORD CT 06471 z
Est xTfojbct Cost: $0.00 Chimney:
Description: New HVAC System Located in the Attic. �� 4 Permit fee:N $85.00
Insulation:
Project Review Req: � Fee�Paid S 85.00
Final:
Date 6/22/2018
tls:;,
Plumbing/Gas
� �Ek
Rough Plumbing:
`I
'!N
- � - Building Officia
Final Plumbing:
l
x .
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas:
All work authorized by this permit shall conform to the approved appl cat a th approved construction documents for wh c th s permit has been granted.
All construction,alterations and changes of use of any building and str esuctur shal be in compliance with the local zonI by I-ws'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 publi inspectibh for the entire duration of the
work until the completion of the same. Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by"the Building and Fire Officials are provided on this permit. Service:
Minimum of Five Call Inspections Required for All Construction Work MIN`
Rough:
1.Foundation or Footing 2.Sheathing Inspection Final:
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough:
5.Prior to Covering Structural Members(Frame Inspection)
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Health
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations.
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
5
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
. Town of Barnstable 11dlrig
e PosThis'CardSo That rtaas+U�s�ble FromtheStreet ;A rovedfrPlans Must be Retarned onJob�and#his:GacdMust be�Kept
:r HAWWAI L& • g .»,a``
M" Posted,Until Final Inspection Has Been kMade ��; .. 3 ,;
R Whe a a°°.Certificate of Occu arc s Re` u sed such Butldm shall Not be,Ocea red:until�a,Ftnat Inspeet�o.n�has-been made Permit
Permit No. B-18-1919 Applicant Name: Alexander E Mitsis Approvals
Date Issued: 06/22/2018 Current Use:. Structure
Permit Type: Building-Sheet Metal-Residential Expiration Date: 12/22/2018 Foundation:
Location: 93 SECOND AVENUE(HYANNIS), HYANNIS Map/Lot 267-007 Zoning District: RB Sheathing:
Owner on Record: ALLAIN, KEITH J&ANN-MARI D GontractorName� Alexander E Mitsis Framing: 1
5 Contracto r License 423
Address: 58 RIC COURT 4 ._ Y � 2 T
NORTH BRANFORD,CT 06471 �� Est Project Cost: $0.00 Chimney:
Description: New HVAC System Located in the Attictt Pe ntFee: $85.00
Insulation:
�.
� Fee Paid F $85.00
Project Review Req: �� g
Date.. 6/22/2018 Final: .
b
Plumbing/Gas
Rough Plumbing:
f
a= � - Building Official
Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorizefty this permit is commenced within six months after Rough Gas:
g issuance.
All work authorized by this permit shall conform to the approved appli i o and the approved construction documents%for�which�t Is permit has been granted.
M Final Gas:
All construction,alterations and changes of use of any building and stn 66restsh' l be in compliance with the local zoning wby laws and codes.
This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for pulhcrospe Lion for the entire duration of the
work until the completion of the same. ,, v Electrical
x
The Certificate of Occupancy will not be issued until all applicable signatures b' the Building and Fire Offieials�are�provided on this permit.
Service:
Minimum of Five Call Inspections Required for All Construction Work
1.Foundation or Footing
' Rough:
2.Sheathing Inspection Final: '
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough:
5.Prior to Covering Structural Members(Frame Inspection)
6.Insulation
Low Voltage Final:
7.Final Inspection before Occupancy
Health
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations.
Work shall not proceed until the Inspector has approved the various stages of construction. Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department
Building plans are to be available on site Final:
All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT
r
Commonwealth of Massachusetts
Sheet Metal Permit wl
Map Parcel
Date: el�ll ® , P- A/Ozg
ermit# l I
Estimated Job Cost: $ �0� JUN 14 2018 Permit Fee: $
Plans Submitted: YES NJO WAI %BA RNS-fALC Reviewed: YES NO
Business License# L� Applicant License#
Business Information: Property Owner/Job Location Information:
Name: �C /�V XS/S Name: L� G.. �.
Street: ��7 ,�Gl i SSGL Streeet:
City/Town: lid; �G}�- City/Town: a
Telephone: 3 C26 Telephone
Photo I.D. required/Copy of Photo I.D. attached: YES NO
Sf Initial
J-1/M-1-unrestricted license
J-2/.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less
Residential: 1-2 family Multi-family Condo/Townhouses Other
Commercial: Office Retail Industrial Educational
Fire Dept. Approval Institutional_ Other
Square Footage: under 10,000 sq. ft.X over 10,000 sq. ft. Number of Stories:
Sheet metal work to be completed: New Work: Renovation:
HVAC Metal Watershed Roofing Kitchen Exhaust System
Metal Chimney/Vents ` Air Balancing
Provide detailed description of work to be done:
�� <
I
1'hSURANCI=COVERAGE:
I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes Z No ❑
If you have checked indicate the type of coverage by checking the appropriate box below:
A liability insurance policy , Other type of indemnity ❑ Bond ❑
OWNER'S INSURANCE WAIVER: I am aware that the licensee does nt have the insurance coverage required by Chapter 112 of the
Massachusetts General Laws,and that my signature on this permit application waives this requirement.
Check One Only
Owner ❑ Agent ❑
Signature of Owner or Owner's Agent
By checking this box0,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and
accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be
in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws.
Duct inspection required prior to insulation installation: YES NO
Progress Inspections
Date Comments
Final Inspection
Date Comments
Type of License:
By U • �}�.�C�1''ht.G� ,Master
Title ❑Master-Restricted
Cityrrown L \{ ❑Journeyperson
. Signature of Licensee
Permit#
❑Journeyperson-Restricted License Number: �a 3
Fee$ ❑
Check at www.mass.govT/d_ol
Email: l
Inspector Signature of Permit Approval
I
COMMONWE:ALM OF INIASSACHUS.E. � �
BS3AF3�OF _ � ,R "
th S EEC IV�i"TAL 1NQ:RKSfi$ "
. �� . I
' b '�`"IS`SU�S'THE FOL-'LOWINC�LIOE�NSE��` s
k MASTER UNRSTl�1kCTED ` na> �`\ ` '�' i
,WESTYARMOUTH m,MA 026731463
•i < a"1' g#a- fwns.,� �- a., .� .•1 sn .'�'y +�, s S i,� ,�� '� LU $
€
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1 � L per ay fc
`.�r:'`�F',S.aT"4�,.,t a.? '�•^��".z :. ,.:.. � ,��f dr+r,gsF..s ,TM '.,<,,Y y'9 -
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SETTS
i �5 'Oa� S8952 57Wi;
•K r, -3' .
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AWN
r�'�nn s rG,✓j�r r t�� , � I� 1 r� i '
The Comrnompeakh gf-Maswch
- QJue a, ' gatiew
600 Wmhfitgton meet
Britten,MA 02M
mvmma&Lgvv1dia
Warr ers' Campensa6on Insurance Affi&vit Bufldeim/ContmchmsMech cim&Tlumbers
AppEcaid Informain Please Print
AddresK
lilylS�tef�i�r Q Bt,��• d�'�G�'��3F'h+one� �d'`����'�`� �
Are you an employe ? eck the appropriate bar; Type of project(required):
I.El I ata a employer ve , 4. ❑I am a getrrl wait actar and I 6. ❑Igev.00nsi oez
employees(full audfor part-time}* have lured the sub-comefir-dt-tors
2.0 I am a sale proprietor orparbxr- listed onthe attached sheet ?- ❑Remodeling
slop and have no employees These sub-contractass have 9-,❑Demolifion
wod.ing forme in,any capacity employees andbave wodoere
11do updoers'CAMP- ' ,tee coop.n,su•a�i 9. ❑B,uil�additica
reguued-1 5.x We are a CMPGrz&n.and its 1Q❑Electrical repairs or act ions
3-❑ I aura homeowner doing all vrork officers leave exercised dLeir 1L❑Plumbragrepairs or addifions
myself o voskus' F flght of L n per M(M ❑Roof
repaim
fiscrance equired]T c.15Z§1(41 andwe haven
employees.[To worms' -❑fltfier
comp.insurance requited-]
•Any WEa=d=tcbec"ks'b=ff1 amst aLsa fiIlo the secHoabeIowshmsoag tbedrwadcexs'cmmpeasat�apor�cyi mn
#ERmMwwam Wha subaut dus Ada%* they t�riming sg Wmic sud then hive outside cautscmrsamst submit anew affidaeft iadic�II�smcb_
ZCmatzsct. ITh ebec'k*ft boa must wed to sddiflffi,shEa s'bawing ihename of the sob-cant=Wm and stye Whethm arnotthmse eatitksbnm
WPhrjees.Ifthesnb-C=txct es1=e Mv2kyws,tEeg=srpr= their wadm W gyp pdacy mmkbm
lam nee eeeeplar iliacisprat�iriirig tvorJrers'tomperrsrurt irtsrirartce for elrrplaJ�ees $e&iav is f7tapaficy arrd jaha
ieeformativn, •
Insurance Company Nam:
•Poficy 44 or Self-m s Lic_41' F�piratiaaI2ate:
Job ffife Addre= citvf tatetrtp:
Attach a copy of the workers'compeusationpolicydet:Iaration page(showing the policy number and expiration date).
Fare to secure coverage as requiredunder Section 25A of MQ,c-1552 can lead to the imposition of criminal penalties of a
fine up to$1.500:00 andfor one-gearimprisonment,as veil as civil peualbies in the farm of a STQP WORK ORDERand a time
of up to$250-00 a clay against the violaim Be adi ised that a copy of this statement maybe forwarded.to the Uke of
Immstcgations of the DI&for ins=aam coverage v dfica in -
T ate Ie¢reby a and 's a eatAa infarwra#r'arrprotitbedabm rs bare an correct
J
$lasaaenrer Date=
_2ge7 l
Oj"rciat uss only. Da curt wgrke in ikis area,to be campreted by taip artalm afj4ef 1
City or Taww Perm itT icense 9
Issuing AtE&arity(circle one):
L Board of Health 1 Build-mg Depa tramt 3.fltylFosrn Clerk 4.Electrical Fuspector S.Phanbing Lupector
6.Other
Contact Person: Phone 9:
Information and Instructions '
M. ..h=ft G berm Laws ffiqA=152 regp=all enpIoyarS ID provide w06s'can3peas2ion forf=eolplayees.
P tD this side,an.ernph yre is defined as.':cvmy prasdn in$ie srdvice of bra under any cau ra ct oflihe,
CXIZ ss or ioxpliec%oral or w>ithea"
An ezVIoyer is defined as ran mffiviffiA Pam,assoc thou,corporation or other legal mx fy,or any two or more
oftlme foregoing engaged is a)omt caturprise,andmcb img1he Iegal represenbdjves of a.deceased employed,or fire
receiver or trustee of an individual,PZ•taersh-P.association or otherlegal CMJify,=Playing CpIDY=r- However ffie
owner of a dvmUh:ghoose having-Mt mar,thanfa=apadmeuts and who resides tfi=an,ortbe occupant ofihe -
dwaIIing house of anod es who employs pmsons to do main� rl,ncFi�Or repair wok on such dweIlmg house
or m fhc grotmds Cr bMMMg appmiz;oat thereto&0notbecause of such employmeatbe deemedto be an.roploYer"
withhold the issuance or
MOL chapter 152,§25C(6)also sfait that every sit or local Weensiag agency shall wrtfih
renewal of a license or permit to operate a buskess or to contract buildings is-the co mmmnnwealfi for any
msurann re:co r
applicant who has not produced acceptable evidence of cdimprand�wiffi the' e e4air�
Add�ionaIIy.MOL chapter 152,§25C( )states�Ncitbcc the nDr�yy ofifs po�ical subdivisions shall
eater info any contract forthep ofpvblid:wadc�acceptable evidence of comp)immviith$ie insoranre..
antho._
r�equiL�eufs of this chap�a have been prrsetmted to time Cr*+�-�� �Y=" '
Applicants '
Please fiZt oimt the worTmas'compensation affidavit completely,by checldag ib a boxes tfiat apply to your sifnafion.and,if
nmessarL supply sco ffs)nzme(s), (es)mad phnnemvmmber(s)along with tfiemr cesrhfrcaf r-Cs)of
mmmmnce. LiabdifyCompanies(LLC)or L=d5dLiabH4Pminmships(l.LP)Wl6hno emPIDyees offiertitantfie
members or partners,are not reed to cry wmixre campensafran insmmce If an LLC or LLP does hive
�Ioyees,apolicy is required. Be advisedtbatthis afd&-Vkmaybe submiffr�to the,Department of Indust-W
Accidents for confirmation of cov�ge- Also be sure to sign and date the atffdavih T73e affidavit should
beamed to-ffie cify or town that the aPplication for the permit or license is being regvested,not the DepartmeMt of
Iudustrias_4 cMdnotE Should ybn hsvo nay quMtons regardmg the law or ifyoti are repaired to obtain a wogs'
compensation poficL pImse dal[the Depm mcn t at the rmmb=listed bcl'3w Self-ios<> comnpanies should entt r their
self-insarance license mmmber an fie appiopriaf r Ifilm
City or Town Officials-
Please be sure that tho affidavit is complete andprhfed Ie92)]y. The Departmeathas provided a space at the bottom
of the affidavit for you to fill out is the event tame Office of Invm6gaiions has to cDn±mtyonregardmg the applicant.
PleasebewiretofiIlinthoperma/ censemmynber which will be:used asarefxencenumber. In addition,anapplicant
fbat and submit mubiple pemlif-llicense applications in auY gdvea year,needd,only submit and affidavit indicating cM ent
policyy mfo=aation(if necessary)and under`Job Site Address"tie applicant should write"eII Iodations in ( Y or
town)_"A copy ofthe•affidavitfimathas been.officially sued or mmi�dbythe city or town maybe provided iD the '
applicant as proof that a valid affidavit is on file for fa nre'-— cr fi=mw A new affidapT =met be:filled out each
year.Whew a homeowner or citizen is obfai a ng a license or p=njtnotra7atrd.to any btumess or commercial vet
(ie_a dog license orpe�to bum leaves etc.)saidpeason is 1�IOTxeq�to c�mmmplete this affidavit
The Of ofInvestigaiinns wouldhimto:timankyonm.adv-aace foryour coop�ration and sbould you have any ques'fions,
please do not hesitate to give us a c Z
The Departmenfs address,telephamie and fax mmmber-
Depaximent
f&hidh!�al Accidt;ILfS
T 14, 617-7274M Cwt 4€6 Ur I-a771LA SA P`
F=#6I7-727-7m
Revised 424 O7 - RTv.ma -�g�r�
30 Melissa Drive
West Yarmouth,MA 02673
508-737-5751
A&L Hea ting, Cooling & Hom e
improvements
.
For: keith.allain@yale.edu yale.edu Estimate No: 762
keith.allain@yale.edu Date: 04/12/2018
93 2nd Ave
West Hyannisport
203-314-6930
Description Quantity Rate Amount
1- 59TN6A060 variable speed 2 stage gas fired wrarm.airFurnace w/ECM motor 1
&cased A/C coil located in the attic serving the home on one zone.
1-24ABC630 16 SEER 410A outdoor condenser with pad,drain&line set
included.
*all insulated galvanized sheet metal.
*electrical work included
'thermostat included
1-10 year parts.&labor warranty included
$300.00 Rebate
Subtotal
TAX 0% $0.00
Total Avows
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel 4 ')' �; i ,
Application #CD 6 f /
Health Division F; Mo �' 20
Date Issued
Conservation Division Application Fee Kfa
Planning Dept: n °'$Permit Feed, ,
Date Definitive Plan Approved by Planning Board
Historic - OKH _ Preservation/Hyannis
Project Street Address 1 `�
Village [ � NX/0A) PO
Owner K t It�`j Address
Telephone 3 - 3 r� (0 g 3v
Permit Request �J d (� l
Square feet: 1 st floor: existing/eL?roposed /9962nd floor: existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation Construction Type
Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family ld Two Family ❑ Multi-Family (# units)
Age of Existing Structure 30 &?5 Historic House: ❑Yes XNo On Old King's Highway: ❑Yes �(No
Basement Type: Wull ❑ Crawl ❑Walkout ❑ Other t 1
Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) ___
Number of Baths: Full: existing Z- new Half: existing new
Number of Bedrooms: �7 existin�ew
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: IN(Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes WNo Fireplaces: Existing I New Existing wood/coal stove: ❑Yes k'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 C(No If yes, site plan review#
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name Telephone Number -7 7
Address License # �-5-0
C 'v Home Improvement Contractor#6P IV
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE l
s
4 FOR OFFICIAL USE ONLY
' APPLICATION# `
DATEISSUED
4 •
MAP/PARCELNO. t
ADDRESS VILLAGE
OWNER -
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION m Z -
FIREPLACE
} ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
r�
DATE CLOSED OUT
x
ASSOCIATION PLAN NO. }
y,
The Commonwealth of Massachusetts .
Department of industrial Accidents
Office of Investigation
600 )Washington Street
-Boston, MA 02111
wwrumass gov1dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information f Please Print Le 'bl
Name (Bnsiness/orga&m-tionllndividnaI):- VV. ` OC YY1S ;ON,��C/�I ZJ`n
Address:
City/State/Zip: OQSfiGo, `Q 1'n A OZ Phone#: -7 7Yp
Are you an employer?Check the appropriate bog:
1.❑ I am a employer with 4. ❑ I am a general contractor and I Type of project(required): .
employees(full and/or part-time).* have hued the sub-contractors 6• []New construction
2�I am a sole proprietor or partner- fisted on the attached sheet. 7. E]Remodeling
ship and have no employees These sub-contractors have g, .[�Demolition
working for me in any capacity, employees and have workers'
[No workers' comp.insuranCe comp,insurance,# 9•'(]Building addition
required.] 5. ❑ We are a corporation and its 10.(]Electrical repairs or additions
3.0.1 am a homeowner doing all work officers have exercised their l l.[]Plumbing repairs or additions-
,. myseIL [No workers' comp. right of exemption per MGL
insurance required.]t c. 152,§1(4), and we have no 12•[]Roof repairs
employees. [No workers' 13.❑ Other
comp.incr„once required.],
*Any applicant that checks box#I must also fM out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing aU work and then hire outside contractors must submit a new affidavit indicating such.
xConhactors that check this box must attached as additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees If�c sib-conhactors have employees,they must provide their workers'comp.policy mmiber.
I am an employer that is providing workers'compensation insurance for my employees: Below is the policy and job site
information
Insurance Company Name:
Policy#or Self-ins.Lic.# Expiration Date:
Job Site Address: city/state/zip:-
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the foim.of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA fur insurance coverage verification
Ida hereby certify under the p d enalties
p that the information provided above is true and correct/Signature:ure: Date:.. 2 - (P F v
Phone#: -7 7 J �p �j ' 7 �p 7
Official use only. Do not write in this area, to'be completed by city or town o,917ciaL
City or Town: Permit/License#
issuing Authority(circle one):
1.Board of Health 2.Building Department .3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person• Phone#:
------ -,
TYP. IX6/IX]
A DB.
----------------------------.. : ..............._-._..._...__...._....--.-......_-.._..-..--..-................................................-.:
EXISTING EXISTING
EXISTING -
EASEMENT P.IXB/1X4 /C BNINGLEB
IXIB4ING
NR.BRDB. �II II
BEA90N f�IHI
R�E LEFT ELEVATION. EXISTING ! �
- - -'— —_ - - — —
IMPORTANT
j YP.BO^X�Dxo ANY CONSTRUCTN
LIVING SPACE
.GONG.I--w RD.
91 FRONT ELEVATION
COryC.PILLED CAL BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE
TION OF ADDITIONAL SMOKE DETECTORS.
Q EXISTING NOTE: k SEPARATE PERMIT IS REQUIRED FOR THE
INSTAL TION OF SMOKE DETECTORS-THE ELECTRICAL
i-..--------- -----I --------------------------------------------------------------- -
DOES NOT SATISFY THIS REQUIREMENT.
..------ -- -...------------------------ -- I-----------...- NEW WALLS
A B
-------I �� -.��-�EXISTING: FOUNDATION PLAN EXISTING EXISTING WALLS
EISTING ----------------- .
DECK
REAR ELEVATION
NEW
ae ew
NEW
DINTNG
0 BATN
d ARCAREA
BO
LATERAL NPLIPT
ANCHOIR-LT ND - IXIBTING EXIST.
f'x3'x•' EWadNER IXIBTING 00 BATH 0 W u 3�I y p
DINING BR
aPauNb Dcb PT PLATE HEA KITCHEN ® `� d
.c. - • - TTP.WAINSCOTING li 3
.� . AT DINING 91TTING
. 4R AND ENTRT
_ '� K.•,• ... Y nx.•• IQ Hate ury �BIZEG LAM ABOVE' • -
.•' '•'• IBTI - --
dv.•G^ d JJJ
d; •dv.•Ov.•d..•d ROOM 'P IXIBTING a
BITTING II
'• FOIMDATION WALL•. � „ r Al- LIVING
�A' d u.xmnu A. {
—TING
LIVING
• Q � m OJiRY
' - 6'-0'� 6'-0' rare awuro, •.
7-0
TYR. ANCHOR .EXISTING: 8 NEW FLOOR PLAN -
BOLTSPACING !---------------------------------•--------------------------
AT NEW SITTING/ EXISTING; FLOOR PLAN -
DINING AREA ONLY
BIIIIDER JOB ADDRESS DESIGN ^^n�� p^^ n ^0�r. d�o ®� DATE REVI610N DRAWN BT PAGE SCALE
ALLAIN RESIDENCE TURN EXISTING SEASON'ROOM �l/l/ N///(j�L/LYJ( [C�/ Ol\V II-18-II • JB ,,..Io JB D�slgns
S3 SECOND AVE. INTO NEW DINING/LIVING �.,.or...aP.. r..�•.wa«.�.�...«r�.,,.�.,.�..G ,x...�,.�.b. aor.o.,.�ro..,.. ,., „W.,.,.,,o,,,,„,.a,,,,,�.,,.,.,,,,
HYANNISPORT,MA.
ww xe an N.v.uee a vex oww rawneeno•. e•a caa wR oee vn,u.o... .•o euwn ..s f506J�91-95W
4WG GUIDE TO WOOD CONSTRUCTION IN NIGH WIND AREAS Ib MF•N WIND ZONE ®CHECK ]l J/� J�J/// // �)L_J/���J�JJ WIND
//D//�\ //� ���
MASSACHUSETTS CHECKLIST FOR COMPLIANCE(180 CMR 5301.2.1.1i COMPLIANCE U////(///// I//)/r-�UI(/�-U-/) EXPOSURE U////\\\V'/(/
I.I SCOPE
wwDEPEED_..._T..................................................... _____._....Ib I•w.
ulND®(PoeBRE uTEDoar................................................................................e
e 1.2 APPLICABILITY
WI'IEER OP eTO-to ROO,__ExeE a 1.D—E AN i eE cONemEReD A eioaYeroRWe(J OTORIM JOINT DE.CR TI.N xAt ePAcwo i
.................................. .. ..-...................__._____JL FT tm'�L ROOF FRAMING NIEAH ROOF NEWHf. ..mw V..
eWLDING eeDM......................
' dvIDING LENGTH,L.................................mw9,......_.._..........___..._..__.._._.39_FTteo'�L_ etncuNa iO RARERe rtoBNALLm,
BIlLOING' NonnaAl um¢w1-N IA
Ano
ToTLLEBr oPEwNd...............tFa{,.._......_...................__..___.r.atL a am m.RO io wnw(Ba.NAr m+ rua >.ue BY.N ere
✓e•�L � WALL FRdMMG I
1.3 FRAMING GONNEGTION9 *a-.u,v A.I.nmeecrnxe m.ce+unm+ sue we AT xxvre
GENSR•,coRUANce vertu FRAnING eoNNecmw....rt..]A...................................... erin To TO REAPER
PA m, run
2.1 FOUNDATION _ ttP.FIELD NaLL ePaewG . eR o+retow n r ace-wILeO,
rouNDaTbN Weise nEenw REWIREn-on Teo cr,R eHw.I - nON.B•o.c •_. FLOOR FRAMING
con
w sere neeo.ar...................... ........_...._...__.__._.__.__. �_ oen;TOP PUTe oa GBrow rtoE.tArtm,
Nc ..._._ .. 0 PRNCTUR L m
_.
2.2 ANCHORAGE TO FOUNDATION(' "• +
ve'eNuloR eOLTe Irleeoom oR as'PROPRIeTaRr'nec.aNr-AL ANc-R!49 AN ALTvawenve w a ReTE ONLY \ _=*T TTlo
_
eOLT ePaelNGaeNeRAI.........................rtABLE u.__.._._.._................_....__. 1iIR.�L_ e
EDnENT-WNcaETe Nr w PUTS_.__..... ................................ ROOF BREATHING T�BOLT ePa "..1.. ....
BOLT.ene GTG e,.. _ 'i•,
BoIT Sneml'BM-neOONRr......................IFw e,.._.__.._............._..._....__....12_ EDGE Ne BPaelHa •.: -_-. -'-
PurewaeNER.........................--- ___...tFw w..............._._.._..__._._.........>!'x!•xvA•_>L tea connoN.e•
3.1 FLOORS \\ \ \\ \ •" ea ae trace,•F • .
FLooR FRaNNG nEnaeR ePaNe cwECKEO.........__.mEn Tm cnR ee.00J..........................:.......�L ReFTER wNlaciaN9 '~
L-rT(rr_IL NON- '..TrP.w.e nee oouele erRwe se wa tuna,.FI
Fuu uDGur wAu eTuve AT FLOOR oPENINGe Leee 1 Faan exreaba wau rave e..............................�L LOADBeeaING '.• EO NaLL
nAxlnun FLOOR JOBT eEreecKe A HelGut NAIL m wn OR RAxe mum ee loa Tme t.R
• PARERN E tarmGER cAeLe BliOwxL RA
unuFr '•;
wwPORnHC LOAOBEeRwG Wuu OR eHEeawaLL.lFwV.................................'__s]-Fi(d.�L_ Wnao.m etax° '. °D .
MI
ru El eeNTaevERFn FlaoR.LDBL ux'Wes- .:• vu•uvOc eTROnuRaL NBO
�-', .. � mOeARING CEILING BREATHING
...................................�_FT(a vERTa PmEL euUTHwG oYPNn,BLLinoARO �.pUPPORTING LOaDBURING WAUA OR B.EdRWeLL,tFw 6,.. , �.
0.00R BRmWa AT ENdeeILB.. mw N.................
�.. AL
RooR eHEATHwG TYPE -(PER Teo cnR ee.W.................................'�
PLOOR eHEATHING rHICKNe'+e.........................IPER b0 uTa9e.o0,............__._____.._...— �L .. P.vEFxiIC4 EDGE N/JL HeIGNi lo' vaep emin,NtAt PaNete
FLOOR e.eATwrw FaBTENING........................rtmLs U�_ IWLL>i SIN FDeE,_ILIN R6D_)L .' ..
4.1 WALLeieiaRD�
WALL NBGHr -,. ,_ FLOOR BREATHING
ee same Y mGe,a RetO
-EAR, WALLe.............................tFw b Arm TmLE BJ....____.__.__._._.._7:�1lY rT(m'_JC_ TYP.FlELp HALL aPACWG
NON- FEARING wALLe........................tRG a AND '
MG a ANo TmtE e.....................1G_W(u•o.c.�. Ba corm .. oam erwnlwL
weu erm ePmwG.. - •• r oa Leee m s•EDGe,It FmD
wau aioar-FFeere �FlGT.e)--------------------................_O_or<a.-L GaeareR THANE ae
________
4.2 EXTERIOR WALLS'
W.LL STme � � '•� GENERAL NAILING SCHEDULE
tamBEARwG wALu................. ---------------------------
m..-------..-..-.........--..all.1.FrS1ow�L UTERLL - ': .
NONNDADBEdRING WaLLB.........................rtmLE el..........._.._.__-------...
LE END WALL BRA .
ENOwaLL ermn......................rvw ..............................................-Fr>uul�L •'gyp` - .
Gm I
RILL NET b,
weP A1nC RPOR LENGTH.........................twG N.._._...._.._...__._____.......... • • - ,.•. •••.
G PeGn aeLLwG LENG N nP veep NDT a®. RG W.'------------------'--Arm D(A mNnwoua uTER.L BRew.BFr.o.etFw lu......_..---'-.------'-.-'."-'---------------- �[_ .e,•e:•.'p. r.b:•.'m.e• ..
oR IxS cEVNG FIBxRWG emIPB.w'ePAcmG rave.vertu]xA alxcwG..rr.__.G w eND............. .. .. .....T, .,.... - ... . - LE TOP Pu
-�L ... .'
JDBroa TauSe eare.................................__......__..__..._._.._.............__.__....... ',:. H•02 I., .
DaUBLE TOP PUTS STUD eP
mwG •,n'�••.
ePLKe LEImTH. mG B allo Tm e,...........................Brr�L
eFLCE CONNECTION trl0.OP Tea COnnON NaLLe) - • .
e
.'pe .'ev b .'p.e• IA
LOmBEARING WALL CONNECTIOW •'v 'e° e'e. 'e fy.By
UTERLL D,a.of WD ConnON NaILe>.____-------RmLE V........................................��L • ,: • • `'p-'
NO—-IN.WALL CONNECTIONe • u HEm
uTERAL nb.of Ba conrnN NAM,._._........RABLE e)....................................... !•��p'°•'gyp`•',°'�p'O•'�" DWB ..
LOAD BEMING WeLL oPENWGe(RECORD URGEei OPeNWG eM CHECK 4LL OPENWGe FOR(:OnPIJANCE TO TmLE L •'
.EmER ePANe.................................rtmLE v...........__.____...........
--------------
'----------------'------�-^�-I"'""�� MAXIMUM WALL STUD HEIGHT,STUD SPACING ,
aLLNEwHTenDB(ND.o<e„mB,.-`----------.RABLEe-------------------------"---------.��� -
rwN+,om BEARING W.LL oPENwGe mEcoRo LARGeeT OPENING BUT DHEDK aLL Op FaR DanPUANDE TO TmLE � HewHT .
RAFTER CONNECTION AND WALL SHEATHING eTlm
BILL PUTSMaNe..............................rtmLe v._.._.....:........_____.....3..Jr 1LW.<rY.-1L_
v.........___.___._------.._.__..._.__.._9_ _dL_ nwl.un ReWIREnDRe AT EAw END GP HEADER Le JAuc eTuo
BHem a dLr.NED BLr P a ERA ExTERaR w.L eNEaTW,G TO RE ePLIF.m NEmeR SPAN NE De H nER of
nmEvn CWEawG DmEaLeaK(W RLL-IGIGHT wemqu BM PLnie
NOMINAL"uEw.i OP TALLEei OPENING.:.......................................................lvat e'e•_�L eTUDD GB., WH.,
T•
'eHUTHIN6 TYPE................................(NOTE A,
....._.... �L _
EJwe ruLL ePecWG............................rtmLE n OR NOTE A P I- .......__.._....._._ �L ]X 2' ]- 4 1
.
.............rt 1E-....__..._._------__._......_.._____—e4�_ ... __._ ...._
eH Naiw RpUlFLCHiIEnwN.iM BOH.EoAPn mtINeG C..O.I.V..LO..N.........rt ..._........._.._._.__.._..._ �L BEE PdGE]
NAM rtmn ...--------
PeRR {' D4 ] 954 ]BW
.n......._ B
-'Y
.
w°Awmo.eL dteeiNWG FOR WALL Wi.oPdINO)e'e't DSBIGN tvNeePrOJ....................... _aL_ 330
naxlnen WILDwG DlnWtelOR t L, ....... . ................
NOrENALr NT Ov ie TOPeNING).......................................................9:J_t 3 B31 996 :__..::__._........:1''..
ED .................... ............................_M. . •e'<.
SHEATHING TTPB .(NOTE{.............. ...
Tic NAIL ePACING.. ... _...rtABLE II oR NOTE A P LEee+ B' '•
RELD HALL ePmew.._......._. rtmLe IU... °p,
-------- BEE PAGE]OF 9 9' 12.12 3 124T 99{ • •p'
N NaILO ...................................._ �L 10' 4]XI] 4 19B9 B60 •^��•'•'•A .'e e•'B!:,
eNEAR CON)�CTION lrb.Or lea conn0 )rtmLE IU... '
PERCENT rIE1-New.i OHUTHING rtmt61U......................................._! �L •� e�• ev•.'ew•�] _
e.mDmONAL O.vaTNING roR WALL wnN OPeWNG>✓e'mEDmN cONcePTe,.......... �L pv•'
WALL'cLdOpING .•
wTED roR ullm eP®I............................... -IL .• wp.� .°p'e•,•
---"-"`-'----""-"-`----'-'------- TABLE 9, WALL OPENINGS-HEADERS ��•'" •'� •'•� •'� •�•
5.1 ROOFS .,Te:,•.e ..� ...•
Raor FwnWG ne,reER ePAw eHEeKeD,(FOR RATER.AE Awc ePaN root,eee �L pBRe wEneITE, IN LOADBEARING WALLS '•.°'•.°'•."•.'A,.'p,.•e'..p,.'p'..Ae.'e.
(FlG..n,.._.._...____.�FT t en.ueR DF r oR u3�L
TTB,m DR R.FtER coNNECTnw.r LomBEARwG wAu.B !..e..
PROPRIET.Rr mNNEaTORe L T.m c.EKLur eR.LL BE nET IN IT"—ENrweTr,exaHmwG THE aPer+Fb excEPTaN NDi®w].TO catE•LY wmt THE °•.°•.
wuFv----------------------------------. REaWRenEN0 of Tm enR emu.Ll IrEn L Ir TItE c.e110 B nEr w RB e.ruxeTr mEN THE rouowltG nEreL eTRAPe ': •': •: •': •: :• 'v
L.,ERAL......................--.-'----..... AND BOLD DauNe ARE NOT REWIRED PER THE WFcn uo nPH GUIDE,
wiEAR.............. rtmLE D).___.._..........._............_.._..e•,],7_plF�L_ A•BTE¢eEOTR PEA RWRE e
RA eraaP�NHEcibN-IF coudR nEe NOT u -PER_RE ...................................i•3OR ->L B,m GaG T eTRAPe PER F-4 11 .
GaxE ReKE WnooKER............................tFwuaE ro,.._._.........�Fr<eneuE.R w r OR Ln.�L a uPLurt eTRaPe PEA FIWRE H
NONH.OdOBeARwG Weise
TRuee OR—ER caNNE OR AT D•ALL, T PER Fwuae n ,
PROPRIerear corWEcroz! E.coRNEA elNN.OLD Douwe PER RunE Ie.AND Fwllae WE
uPuw...._._................................rtaBLe RJ...__.__....._------.....__------_..W�ALB._�L ].excErrloN.oPENWG.NGar OF uP m e Fr.BHau eE PERnInro wHEu eS le mDEn TO THE PERceNT rvuaBGHT eHEaTurtG
LITERAL Mo.oc K.a ............................-'--__....... mac_ RELWREMENT6 GIIOWt w TmLE•,a AND n, STUDS AND HEADERS
.......................(PER -cnR-----AND ee.00-----.__.............. �L e.1HE eOiton ELLL W AN w Exi A ION eHeLL DE A Mtwrnln Y IN.NOnINAL i.bKNETE PRE90URE ia¢eiED•]-.E, .
R_BNEAT _TUT,........... ...............................12 w.)...veep�L_ A A.FREA T1. a AND a duo lot E-1 a 476.e.UT.ING AND WILOWG aePPtT RATIO.DETERnINE PERCENT RLL1-.EIG.T
Roor eHe.TwNG F.eTENwG...--.--.:.----..._.__...RmE v..............------.--.------------.-... _,L SHEATHING AND NAa ePACING REWIREno+Te. AROUND WALL Of
BUILDER JOB ADDRESS Dm!GN M DATE REVISION DRAWN BY PAGE SCALE
LH4
LLAIN RESIDENCE TURN EXISTING SEASON ROOM �✓ ✓� e ° " `���®d G II-15-II « JB _30
F JB Des/gns
SECOND AVE, INTO NEW DINING/LIVINGYANNISPORT,MA. AWLe NB R DAa a,DNG e. soe osess
�®
HEIGHT SHEATHING•lO,.o•I
dCNAL SHEATHING•.;
IILI iI'I I�� RAT-
Reyulretl Ib f�10.TTa
.' I EDGE NdILING•�°O.C. I
RELD NA LING.,J�'p,C,
6HEAR SHEAR WALL LENGTH•JLQ'-_-.1 '.:)':'.:� .
WALL - tl'O' WdLL I FW1 HEIGHT SHEATHING. '-'I
4OT114L BHEATNING•�_% !.T. .. ... .... :.�:
SPEAR WALL 6] 76.
_ _ _ SWEA
FRONT ELEVATION F-NAIL,N -. O,C. AL-I WALL Wt 6R WA WALLR
nQ
SHEAR WALL LEFT ELEVATION
RILL HEIGHT-THING.y,'sy'
ACTIIAI.ENEATHING SHEAR 8HE4
Rtln Regavetl_g9-%J WALL N'3' W4LL
. - R4TIO.-2.8
EDGE NAILI-_4LO,C. I SHEAR WALL
" RELD N4ILMGJZ'O.C.
REAR ELEVATION
ASF`HALT ROO
-
- IR'SHEATHING
9EE CR069 BW' �' TYP.H25A TIES
SECTION W
ADD RIDGE VENT DRIP .
rr Z SIZED L-RIDGE BEAM
k � � ��r•• EXISTING
°l.I' Z%6 RdFTER9.16'O.C. B(B FAC14
. ^ O 7 '� ' dDD NEW 2XBL•Ib'O.C. °� U( SOMT
FC eM R3B INSA
�Y BA,6TRAPPMG SIZED LAn
W4LLBO QE FRI
ARD
® 1, YILDC.
X NOTCH
QQ TO RECEIVE BIDING.
Z AREA DINING REFRAHE WALLS
L IpR� I!Y WALLBOdRD - IX19TING IXIBTING R / X ENTRY v v.LL ZXb'••W'O.C. - LIVING KITCHEN
RZI IN6WJTION
Vl'WALL SHEdTHING
F'LY. Dtb'•.Ib'O.C. HOUSE WRAP OR EtSIAL
• NAILED.GWED. RSD INSW-4TION BW)MG
r 511NGCONCRETE FLOOR EAV
r3 EAVE DETAILS
EXISTING
BA.-
FLOOR FRAMING PLAN -
CROSS`SECTION (A)
CROSS SECTION(B)
B111LDER UOB dDORE09 '
DESIGN ppp//lp//l//nn�////////n//// (/J/ // f�(�//'�-�'�j�f� /(/��j�(��//q��/��-Jj ///�_ (l/
WW�10I/ U®M4 E141CRivJ co H DdrE REVS 1910N DRAWN BY PAGE 9C4LE
ALLAIN RESIDENCE TURN-EXISTING S�,4SON ROOM L✓/( av d a 12-14-II r JB •ZoF1' �,•.I•-0• JB D�slgns
93 SECOND AVE, INTO NEW DINING/LIVING
WYANNISPORT,MA.
Parcel Detail Page 1 of 3
�o 1HE ;
k k
+�HA€ q$TA9LL_
e
Logged In As: Pa rC�( 'De t I Friday,December 16 2011
Parcel Lookup
Parcel Info
Developer
Parcel ID 1267-007 ( Lot E LOT�100& 102& 104
Location[ 3 SECOND AVENUE ( Pri Frontage 1120
Sec F
Sec Road PINE WAY I Frontage 100 _I
Village 2YANNIS I Fire District[WY NNIS _
Town sewer exists at this address NOw I Road Index 1464
Asbuilt Septic Scan: Interactive
267007_1 Map Lji
Owner Info
Owner IBRADLEY, ELAINE C,TR I Co-Own %ALLAIN,KEITH&A N MARI-Dh '
Streetl 158 RIC COURT I Street2 T I
City NORTH BRANFORD ) State CT Zip I06471 I Country
Land Info
Acres 0.27 use FSingle Fam MDL-01 I Zoning IRB rughbd 0108
Topography Level I Road Paved --_�
Utilities Septic,Gas,Public Water I Location
. Construction Info
Building 1 of 1
Year�1968 I Roof Gable/Hip � Ext Wood Shin le
Built l Struct Wall g
Living 1422 ( Roof Asph/F GIs/Cmp� AC None
Area. Cover Type _ .
style Ranch � -
h ( Inl IDrywall I Bed 3 Bedrooms �) � ,<� �E Wall Rooms- �`
y ' 14
Inta Bath
Model residential I Floor Hardwood (Rooms 12 Fuld— l -'-^ I
Heat° ;
GradeAVerage I Type 1 H Total ot Water I Rooms 6 Rooms
t ry I �'r
stories 1 Sto Heat Gas Found 1poured Conc._
Fuel ation J
Gross Area 13288
Permit History
http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=19142 12/16/2011
Parcel Detail Page 2 of 3
Issue Date Purpose Permit# Amount Insp.Date Comments
07/19/2002 Re-roofing 62595- $2,000 09/26/2002 00:00:00
06/01/1986 B29490 $15,000 01/15/1987 00:00:00 HP ADUN
Visit History
Date Who. Purpose
07/08/2011 00:00:00 Denise Radley Change of Address
06/26/2003 00:00:00 Paul Talbot Meas/Est
09/26/2002 00:00:00 Martin Flynn Drive by inspection only
t
107/19/1999 00:00:00 Donna Dacey Meas/Listed-Interior Access
Sales History _
Line Sale Date Owner Book/Page Sale Price
1 10/15/1993 BRADLEY, ELAINE C,TR 8827/214 $1
i
2 02/15/1982 BRADLEY,ANDREW A 3439/274 $59,000
3 rm/28/26 ALLAIN, KEITH J &ANN-MARI D 25532/108 $350,000
Assessment History _
Save# Year Building Value .XF Value OB Value Land Value Total Parcel Value
1 2011 $144,200 $3,300 $700 $185,000 $333,200
2 2010 $144,100 $3,300 $700 . $195,200 $343,300
3 2009 $139,200 ,$21600 $300 $243,800 $385,900
4 2008 $162,200 $2,600 $300 $304,800 $469,900
6 2007 $16t,200 $2,600 $300 $304,800 $468,900
7 2006 $146,900 $2,600 $300 $288,700 $438,500
8 2005 $134,500 $2,600 $300 $195,900 $333,300
9 2004 $115,600 $.2,700 $400 $195,900 $314,600
10 2003 $110,200 $2,700 $400 $65,800 $179,100
11 2002 $110,200 $2,700 $400 $65,800 $179,100
12 2001 $110,200 $2,700 $400 $65,800 $179,100
13 2000 $90,900 $2,500 $200 $44,800 $138,400
14 1999 $84,600 $2,500 $0 $44,800 $131,900
15 1998 $84,600 $2,500 $0 $44,800 $131,900
16 1997 $98,700 $0 $0 $57,600 $156,300
17 1996 $98,700 $0 $0 $57,600 '$156,300
18 1995 $98,700 $0 $0 $57,600 $156,300
19 1994 $90,700 $0 $0 $51,800 $142,500
20 1993 $90,700 $0 $0 $51,800 $142,500
21 1992 $103,200 $0 $0 $57,600 $160,800
22 1991 $96,000 $0 $0 $70,400 $166,400
23 1990 $96,000 $0 $0 $70,400 $166,400
24 1989 $96,000 $0 $0 $70,400 $166,400
25 1988 ,$93,500 $0 $0 $29,100 $122,600
26 1987 $68,100 $0 ' $0 $29,100 $97,200
27 1986 $68,100 $0 $0 $29,100 $97,200
• Photos
http://issgl2/intranet/propdata/ParcelDetail.aspx?11)=19142 12/16/2011
v
1)EC: 6. 2011 11 :05AM YP,I_E ATHLETICS N0, 718 P. 2
Town of RarnstablO,
�d�sxnat� ellei Director
ran.9s. TtiGttxa$ ,
Building DivWon
Too,perry,l(3ruidb�n�Coranaisshoner
2oo1 Mim Stmc-%EY=Lq,WIA 02601
opt .toFe .bArmstablemaxs
Office-, 608-862.4038 J�ax: 505�1 0d6?30
Pt,-rjp(,-.rty Baer Musa:
Complete and Sign'ThiS Sectka
f s$ui :1gilder
as Cvaez of rhe subject propesty
6rebyy aurbosize ZZA _G)k 11 .�,-� z --- to act on my"WIL,
in an=tmrs rek+ve to vo&%.=.ho&ad by this build pe=appl multi:or
(AdAress of job)
5i .ire of Owner Dam
if P e e is applr� for pen-nit please -complete the
Homeowners License Exemption Po MA on the revere side.
•Q:�oan�s:owxr��xmcissEox
License or registration valid for mdividul use onl y
before the expiration date. If found return to:
Office of.ConsumerAffairs and Business Regulation
10:Park Plaza-Suite 5176
Boston,,MA 02116
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No val' rth utsignature,
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De ment of Public h.iic Safely
litt�
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Boara d.Building Regulations and Standards
Construction Supervisor License
License: CS �035f 4
Restricted.to: 00
�„r ,
JEFFREY WILLIAMS.
10 WEEKS:POND DR:
FbRESTDALE, MA 02644 ,
Expiration: 12/14/2013
ti Cmumissioner Tr#: 103504
ALLAIN RIDGE MA BOTELLO LUMBER CO.,INC.
2011.2 Allowable Stress Design LOAD TABLE MSI: 0.67
NOTE: . 1 PLY 1.750 X 14.000 LP LVL2950Fb-2.OE DESIGN CRITERIA : vsx:.0:64
1. THIS COMPONENT IS DESIGNED TOSUPPORT ONLY NOTE: `L`OADSSHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES RSI: 0.77
THE VERTICAL LOADS SHOWN VERIFICATION
FICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED.
LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CA LIVE LOAD 30 PSF
METHODS,WIND AND SEISMIC BRACING,AND OTHER CANTILEVER.) DEAD LOAD 15 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE`TYPE TOP/SIDE LOAD FROM TO LOAD LDS TOTAL LOAD 45 PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER' FT—IN—SX FT—IN—SX
OR ARCHITECT. UNIFORM ROOF LIVE SIDE 375 PLF 00-00-00 12-06-00 1.15 ROOF LEFT SPAN CARR. 12.50 FT
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 188 PLF 00-00-00 12-06-00 0.90 ROOF RIGHT SPAN CARR. 12.50 FT'
LATERAL STABILITY. UNIFORM BEAM WEIGHT 7 PLP 00-00-00 12-06-00 0.90
3.DO NOT CUT,NOTCH OR DRILL LP LVL. DEFLECTION CRITERIA
4.SHIM ALL BEARINGS FOR FULL CONTACT. - WARNING NOTES:.T c t" LIVE LOAD DEFL: L / 240
5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DEFL: L / 180
TO SIZE, THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS.
6.THIS LP LVL IS TO BE USED AS A ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES
MAKE PROVISION FOR ADEQUATE DRAINAGE. 'STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT 0
7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. ICC—ES ESR-2403
C O.C. R LESS. LADES RR-25783
MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL HUD MR-1214
BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518—R
ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS
BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. .
ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS.
THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED
.LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT)
376 37'
In
SUPPORT REACTIONS (LHs): 14.000
MAXIMUMBEAR I NG NUMBER - - -- - -
1 1 2 I 1.750
DOWN 3559 3559
UPLIFT --- --- ..CROSS SECTION -
MIN BEARING SIZES (IN—SX) -
3— 8 3— B
MAXIMUM DEFLECTIONS -
•CALCULATED ALLOWABLE - - -
LIVE LOAD 0.23"(L/625) 0.61"
*DEAD LOAD 0.18" 12— 6— 0 .
TOTAL LOAD 0.36"(L/412) 0.8111 -**•THIS DRAWING IS NOT TO SCALE
Handling&Erection Miscellaneous Information 1.P LVL,LP LSL and CTR,LP IJoist Specifications Software Provided By: 12/15/11 IRC
Temporary and permanent bracing for holding component .The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR end LPI to be specific applications. LP Engineered Wood Products
plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance,approval and'Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d Lite 2000
Su Installed by others. No loads are to be applied to the Instructions from the designers of the complete structure before using this and 3"for 8d. 414 Union Street,
component until after all the framing and fastening are component. If the design criteria listed above does not meet local building •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP I•Jolsta except as shown Nashville, 372
19
Su
- completed.Al no time shall loads greater than design loads code requirements,do not use this design.When this drawing is signed In published material from LP any use of LP LVL,LSL and CTR,LP 1-Jolste contrary Phone 800.515.7570
be applied to the component. and sealed,the structural design is approved as shown In this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax 866.753.4369
Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties Including the Implied warranties of merchantability -
Holsls are made without camber and will deflect under load.Wood In direct and fitness for a particular use.
The design and material specified are In substantial contact with concrete must be protected as required by code.Continuous - DWG #
conformity with the latest revisions of NOS.'Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide -
dell ction includes adjustment factor for creep.Total load on-site inspection.This drawing must have an Architect's or Engineer's seal"A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET #
deflection is Instantaneous. afixed to be considered an Engineering document.
LP Is a registered trademark of Loulslana-Paciflc'Corporatlon.
File:\\fsl\users\dgreenlaw\LP\Beam Calcs\WOODE.SPX ti
TO' ,
r
i
I
r
ALLAIN CEILING BEAM MA BOTELLO LUMBER CO.,INC.
NOTE: 2011.2 Allowable Stress Design LOAD TABLE MSI.0.67
2 PLIES 1.750 X 16.000 LP LVL2950Fb-2.OE DESIGN CRITERIA VSI: 0.47
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED RSI: 0.56
THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO—NOTES).
FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED.LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER) LIVE LOAD 30 PSF
.
METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD 12 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD a 42 PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX
OR ARCHITECT. UNIFORM FLOOR LIVE SIDE 375 PLF;00-00-00 19-00-00 1.00
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 150 PLF.00-00-00 19-00-00 0.90 FM LEFT SPAN CARR. 11.00 FT
LATERAL STABILITY. UNIFORM BEAM WEIGHT 16 PLF,00-00-00 19-00-00 0.90 FM RIGHT SPAN CARR. 14.00 PT
3.DO NOT CUT,NOTCH OR DRILL LP LVL
4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA
5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFL: L / 360
TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240
6.THIS LP LVL IS TO BE USED AS A FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS
FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES
FOR SECOND FLOOR SLEEPING ROOMS ONLY. BY A DESIGN PROFESSIONAL. REPORT #
7.COMPRESSION EDGE BRACING REQUIRED AT ICC-ES ESR-2403
24"O.C.OR LESS. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LOADS RR-25783
BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, HUD MR-1214
ATTACH THE TWO PLIES WITH 3 ROWS OF 16d ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 1151E-R
(3-1/2")NAILS AT 12"OC.STAGGER ROWS. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS.
NAILS CAN BE DRIVEN FROM ONE FACE OR HALF
FROM EACH FACE. NAILS MAY BE COMMON OR ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS.
BOX NAILS WITH A MINIMUM SHANK DIAMETER
OF 0.131". 16dSINKERS(3-1/4")MAYBE LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE IN
USED,BUT HALF MUST BE DRIVEN FROM ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS
EACH FACE. OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT
DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS.
THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL
LOAD DEFLECTION LIMIT OF L/240.(PROVIDED BY THE LP CUSTOMER).
THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS.
375 375
SUPPORT REACTIONS (LES):, - 16.000
MAXIMUM B E A R I N G N.U M BE R _
1 2 - 1.750 ,
-DOWN 5140 5140 � 3.500
UPLIFT --- _ --- CROSS SECTION- - -
MIN BEARINGSIZES-(IN-SX) .
3=. 8 3- B
- .MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0.43"(L/519) 0.62" - - - - -
*DEAD - LOAD 0.29" 19- 0- 0
TOTAL LOAD 0.62"(L/360) 0.9411 •••THIS DRAWING IS NOT TO SCALE•'•
Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By: 12/15/11 IRC
Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL.LP LSL,CTR and LPI to be specific applications. LP Engineered Wood Products
plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and Common nails driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000
Installed by others. No loads are to be applied to the Instructions from the designers of the complete structure before using this and 3"for ad. - Nashville,TN 37219
component until after all the framing and fastening are. component. If the design criteria listed above does not meet local building `Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP Wolats except as shown Phone 800.515.7570
completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing Is signed In published material from LP any use of LP LVL,LSL and CTR,LP IJoists contrary
be applied to the component, and sealed,the structural design Is approved as shown In this drawing to the limits set forth hemon,negetes any express warranty of the product and LP - Fax 866.763.4369
based on date provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all Implied warranties including the implied warranties of merchantability
Design Criteria - - Hoists are made without camber and will deflect under load.Wood In direct and fitness for a particular use.
The design and material specified are In substantial contact with concrete must be protected as required by code.Continuous DWG #
conformity with the latest revisions of NOS'Dead load lateral support Is assumed(wall,floor beam,etc.).LP does not provide
deflection includes adjustment factor for creep.Total load on-site Inspection.This drawing must have an Architect's or Englneefs seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET #
deflection is instantaneous. afixed to be considered an Engineering document. '
LP Is a registered trademark of Louisiana-Pacific Corporation.
File:\\fst\users\dgreenlavALP\Beam Calcs\WOODE.SPX i
ALLAIN HEADER MA BOTELLO LUMBER CO.,INC.
2011.2 MSI:.0.70
NOTE: Allowable Stress Design LOAD TABLE 2 PLIES 1.750 X 7.250 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.41
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 2 - PLIES FASTENED RS1: 026
THE VERTICAL LOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES).
LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD 40 PSF
METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD = 12 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD = 52 PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX
OR ARCHITECT. UNIFORM WALL DEAD TOP 85 PLF 00-00-00 06-00-00 0.90
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM BEAM WEIGHT 7 PLF 00-00-00 06-00-00 0.90 FLR LEFT SPAN CARR. 0.00 PT
LATERAL STABILITY. 1-CONCENTRATED FLOOR LIVE TOP 2769 LBS 03-00-00MINBRG=2.50" 1.00 FLR RIGHT SPAN CARR. 0.00 FT
3.00 NOT CUT,NOTCH OR DRILL LP LVL. 1-CONCENTRATED FLOOR DEAD TOP 931 LBS 03-00-00MINBRG=2.5011 0.90
4.SHIM ALL BEARINGS FOR FULL CONTACT. DEFLECTION CRITERIA
5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL WARNING NOTES: LIVE LOAD DEFL:: L / 360
- TO SIZE. - TOTAL LOAD DEFL: L / 240
IS LP LVL IS TO BE USED AS A FLOOR
BE O L THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS.
7.COMPRESSION EDGE BRACING REQUIRED AT USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES
24"O.C.'OR LESS. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT #
BY A DESIGN PROFESSIONAL. ICC-ES ESR-2403
DESIGN ASSUMES COMPONENTS CARRIED ARE LOADS RR-25783
APPLIED TO TOP EDGE OF LP LVL,SUCH THAT PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY. HUD MR-1214 .
LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. CCMC 11518-R
ATTACH THE TWO PLIES WITH 2 ROWS OF 16d MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL
(3-1/2")NAILS AT 12"OC.STAGGER ROWS. BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER,
NAILS CAN BE DRIVEN FROM ONE FACE OR HALF ARCHITECT OR DESIGNER TO VERIFYTHAT THE SUPPORT STRUCTURE FOR THIS
FROM EACH FACE. NAILS MAY BE COMMON OR BEAM IS CAPABLE OF SUPPORTING THE REACTIONS.
BOX NAILS WITH A MINIMUM SHANK DIAMETER
OF 0.131 18d SINKERS(3-1/4")MAY BE ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS.
USED,BUT HALF MUST BE DRIVEN FROM
CONCENTRATED LOADS MUST BE EQUALLY
DISTRIBUTED TO ALL PLIES.ADDITIONAL
FASTENERS A BE REQUIRED.
t as
SUPPORT REACTIONS (LBS): - - - 7.250
b9XIMUMB EAR I N G NUMBER
1 2 - 1-'.750
DOWN 2077 2077 - - 3.500 - - - -
UPLIFT --- ---
CROSS SECTION -
MIN SEARING SIZES. (IN-SX) - - -
3_ 0 3_ 0
MAXIMUM DEFLECTIONS. -
CALCULATED ALLOWABLE -
LIVE LOAD 0.09".(L/808) 0.1911 - -
*DEAD LOAD 0.0511 - 6- 0- 0 41
TOTAL LOAD 0.12"(L/569) 0.291' •••THIS DRAWING IS NOT TO SCALE"•
Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP IJoisl Specifications Software Provided By: 12n6/11 IRC r
Temporary and permanent bracing for holding component The use of this component shall be specified by the designer of the 'Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific application.. LP Engineered Wood Products
plumb and for resisting lateral forces shall be designed and complete structure.Obtain all the necessary code compliance approval and'Common nalls driven parallel to glue lines shall be spaced a minimum of 4"for 10d 414 Union Street,Suite 2000
Installed by others.No loads are to be applied to the Instructions from the designers of the complete structure before using this and 3"for ad. Nashville,TN 37219
component until after all the framing and fastening are component. If the design criteria listed above does not meet local building 'Do not out,notch,drill or alter LP LVL,LP LSL and CTR,LP I-Joists except as shown Phone e,TN 37219
completed.At no time shall loads greater than design loads code requirements,do not use this design.When this drawing Is signed in published material from LP any use of LP LVL,LSL and CTR,LP I-Joists contrary
be applied to the component. and sealed,the structural design is approved as shown In this drawing to the limits set forth hereon,negates any express warranty of the product and LP Fax . 866.753.4369
Design Criteria based on data provided by the customer.LP LVL,LP LSL and CTR,LP disclaims all implied warranties Including the implied warranties of merchantability
9 I•joists are made without camber and will deflect under load.Wood In direct and fitness for a particular use.
The design and materiel specified are in substantial contact with concrete must be protected as required by code.Continuous DWG #
conformity with the latest revisions of NOS.*Dead load lateral support is assumed(wall,floor beam,etc.).LP does not provide
deflection Includes adjustment factor for creep.Total load on-site Inspection.This drawing must have an Architect's or Engineer's seal'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR SHEET #
deflection Is Instantaneous. afixed to be considered an Engineering document
LP Is a registered trademark of Louisiana-Pacific Corporation.
File:Vfs1.\users\dgreeniawALP\Beam Catcs\WOODE.SPX
Richie-s Insulation Inc.
111 .01d.8e4f6rd Rd
V1/estport, "Mpti02790
TOWN:
AREA
WALLS
STAIRWELL
GARAGE CEIL
WALL
OVERHANG
WALL
W.O. WALL
FOUND. WALL
BLOCK/RUNN.
SLOPES
P/V
r RICHIE'S INSULATION INC.
111 OLD BEDFORD ROAD
� WESTPORT,,MA 02790 :.
50.8-678-4474
BUILDING DEPARTMENT WOU
TO WHOM IT MAY CONCERN: 4
PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB:.
ADDRESS: c13 AWD AJ� t
TOWN: 1��IAnan�i'S ;
CONTRACTOR'S NAME&INFO: 1 t- i,Cow4v_L)a;Ism '
THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB.
MANUFACTURE: ; s; .
TYPE: C
THERMAL CONDUCTIVITY PER INC H `1Z,' �
AREA THICKNESS R-VALUE'
WALLS - a
STAIRWELL
GARAGE CEIL - J
G.H. WALL
CRAWL z:
OVERHANG _ ..
CATH. WALL �r
CATH. CEIL
W.O.=WALL ;
FOUND.WALL r ,
BLOCK/RUNN: a.
SLOPES
P/V {
THANK YOU VERY MUCH FOR YOUR COOPERA THIS MATTER. IF YOU HAVE ANY FURTHER
CONCERNS PLEAS CONT NICIE UMBE
INSTALLER: H,
RICHIE'S INSULATION, INC.
' - to " A .. < • + `
ILL .. . u . - i .. - t • * '
�oF loy, Town of Barnstable *Permit# G
Expires nths from issue date
IAIiNSTABLE Regulatory Services Fee Wiz/�
:.. `��' Thomas F.Geiler,Director
Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 -
Fax: 508-110-6230
EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY
Not Valid without Red X-Press Imprint
Map/parcel Number 6 —7 C'®�
Property Address 93 S:cc & #}-y—( P tA,VI ;,S / O/e
Residential Value of Work �f
Owner's Name&Address
Contractor's Name_oy.�m5 �.i�t,�,alts� Telephone Number �.f— Z a 7 D
Home Improvement Contractor License#(if applicable) /l
i
Construction Supervisor's License#(if applicable)
EWorkman's Compensation Insurance
Check one:
❑ I am a sole proprietor • 02
❑ I am the Homeowner
I have Worker's Compensation Insurance NS ,•�
Insurance Co'mpanyNarne J R
Workman's Comp.Policy#
Permit Request(check box)
Re-roof(stripping old shingles) All construction debris will be taken to ya4
❑Re-roof(not stripping. Going over existing layers of roof)
❑ Re-side
❑ Replacement Windows. U-Value (maximum.44)
❑ Other(specify)
*Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.
Signature
Q:Forms:expmtrg
Revised121901
l
Assessor's office,(1st floor): �ry ?NE FT
Assessor's map and lot number .: .G.7..'..40.��..... ...... Quo o�y
Board of Health Ord floor): N I
Sewage Permit number ............... .... :......
Z 33AUSTABLE, •
Engineering Department (3rd floor): ro MA°a
House number o,o��639....... ...... ...... 'F0 M Or e
APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2.00 P.M. only
ly
x
Sv
TOWN OF , BARNSTABLE
BUILDING INSPECTOR
i �
APPLICATION FOR PERMIT TO .... v.D...........CR........ .........
TYPEOF CONSTRUCTION ........... ...............:............................................................................
................. ._" .0........19. (^,
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location .....C�.. .......t.R.Aj.....�� 14 15r �G '.......... f :.../.!..1. y� a ,f,7 .... 1 .'.................
Proposed Use..... iii1........... .......
....................... ......
ZoningDistrict .........f.. ............ ....................................Fire District ..............................................................................
I-A/wE G - NV v ,
fIN h' E g3 A
Name of Owner .................. .ie.!4.Q..L;GY............................Address ��ST f�Y'ftw�r//5Pd/4?- /�+
.....................................................................................
1f
Name ................ :.............................Address ....................................................................................
Nameof Architect ..................................................................Address ....................................................................................
Number of Rooms I'.Rv.P.o. G" Foundation �d`��cf1 C��r✓ �. r.C=
.. ..... .............. ......
>� G
Exlerior ...C. />/9 ...... /�/NGLLS...............................Roofing ........... .................................................................
Floors Interior ........t: Yl�//T(, ,
.......Q�.<.................... // 1 / n-y-..............................................
Heating G '� !'�%�C�A 1A ! o�l.!\......................Plumbing Z IT/ ,C,�
Fireplace j 6-0 0 d, oU
p ..................................................................................Approximate Cost ..............I................a ...............
Definitive Plan Approved by Planning Board _______________________________19________ . Area .... /..". Q.....�j.y................
Diagram of Lot and Building with Dimensions Fee lj
SUBJECT TO APPROVAL OF BOARD OF HEALTH
pWI`L C01Vs/S i 6 ,0= 3- SFD900,07S-
/1� pC 54TH14qQ 0/7?-S� A,/ 7—C Al"Q/-fl/-V G-
f
OCCUPANCY PERMITS REQUIRED .FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of t4 Town of Barnstable regarding the above
construction.FA
C A, G
Name .........!�.... / ...
Construction. Supervisor's License ....................................
1
BRADLEY, ANDREW A. & ELAINE C. A=267-007
No 29490 Permit for . ADDITION
Single Family Dwelling
............. ...........................................................
Location .....93 2nd Avenue
.....................................................
West Hyannis�ort.
................... .... .................
Owner ......Andrew A. & Elaine C. Bradley
....................................
Type of Construction ......,g...ame
............................
.............................................................................
Plot ............................ Lot ................................
Permit Granted ......June 11...................19 86
Date of Inspection ....................................19
Date Completed ......................................19
Assessor's office,(1st floor): • SEPTIC E t
/o _ O0� SYSTEM AAUS
Assessor's map and lot number ....... ................. ..... :e INSTALLED IN Q '
Board of Health (3rd floor): � COMP �
Sewage Permit number .OK.... WITH TITLES
ENVIRONMENTAL
Engineering Department (3rd floor): ® COD 0m�
BASH9T
IL
House number .............................i . ....:1 ....=....................... N REGULATION o0
APPLICATIONS PROCESSED 8:30-9:30 A.M. and, 1:00-2:00 P.M.,only`
TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO .... .D............ ........ os?.19.,2.......... 0l)JT./...v .................
TYPE OF CONSTRUCTION :... lqxl.�Ve...
......................6.—zo........19. 6
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location .....`.. ,3.......�A140....,,�I(14ee44,�..........4! ,65..T.:...� YA!!1 ISI....v.,�l ... .....�.'.................
(2 oN!/E/Z 7- E X
Proposed Use �...... 'I I!1s �D,e yj'O 2.vll $,t;"y"fyl.!.°o
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Zoning District ............. .�,1. ............. ....................................Fire District
.....................................................................
/4N d�?�w A. ��A l,v* G . �3... v Av6.
Name of Owner ...............B•R A v L.G Y Address ....VEST i¢.r/�r/ISPo R 7— 4-1-4.
................... .........................................................................
Nameof Builder .................. ...............:.............Address ..........................�..r.....................................................
Nameof Architect .....................................................i............,.,.....Address .................................................................................,..
Number of Rooms ��v.P.a�c�....... , :�g4n.zv .. /�ouR,0)........�. ?^!�/� ��`G ................
......Foundation ............ .....................
Exlerlor ...... L ......� R? N ...............................Roofng ........ 14
.. e.........LT.........................................
Floors .Interior ......... �.!•!
Heating �.S !'a/{C-G�l� /Y-o � .!.\......................Plumbirig / /
Fireplace
p .......................................................................Approximate Cost ...........�•`.. .. ...��.00.............. ................
Definitive Plan Approved by Planning Board ________________________________19________ . Area .....�J.0... A-�n......................
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Diagram of Lot and Building with Dimensions Fee 4:5 . ?
SUBJECT TO APPROVAL OF BOARD OF HEALTH
c) r— 3- ISCD god IA7S
167-c, �,to—Di-vrti�
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby,agree to conform to all the Rules and Regulations of t e own of Barnstabl regardi g the above
construction. a C d k G
Name .. . .... .. ..
Construction Supervisor's License ....................................
BRADLEY, ANDREW A. & ELAINE C.
No 29490..... Permit for JAddition
...........................
. ..........Singl jAi?jily Dwelling..-..................
Location 93 2nd Avenue
...........................................:............... .
.....Wes.t..Hyj��Risp��K�.........................
................
Owner . Andrew A. & Elaine d. Bradle
........................................................:........ y
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;4 Type of construction ..Frame..............................
..........
......................... ..
Plot ............................ 1-8t ................................
Permit Gran+ed ......................June 11,............... ....1.91 86
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Date.of Inspection ....................................19-
Date Completed ... ................................ 9:
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