HomeMy WebLinkAbout0024 SIXTH AVENUE (HYANNIS) � �
r
v4 w9 �'y��
LOT 37
i0`0 \
_ 12
�+ 26.4
-=-_ LOT 416
(J� LOT 439 - - -
- - -_- - - - 9.0'
HSE
LOT
OLD T LINE' _—#24_-__ O
LOT 441 --_-- LOT 414
52f 12.5
LO..T 443
RES. ZONE.- "Rig" This MORTGAGE INSPECTION Plan is For FLOOD ZONE- "C
Bank Use Only
TOWN: —WE= HYANN_LSPQBT - _ REGISTRY OWNER: 2ATR1C_IA A NH.9N1VON
. DEED REF: -195ZI96-- _ — ' BUYER: -REELD)MCE
DATE: 40 2�Z93 PLAN REF: 34A?_,7 _ KALE.T = 20= FT:
I HEREBY CERTIFY ,'0 LQaN_AME&LGt_F N9NV'IAL�'QRP
-----THAT THE BUILDING c�ISH OF h1gs�^ YANKEE SURVEY
SHOWN ON THIS PLAN ;, LOCATED ON THE GROUND AS o�'� PAUL yG CONSULTANTS
SHOWN AND THAT ITS POSITION DOES _ _ CONFORM A.
TO THE ZONING LAW SETBACK REQUIREMENTS OF THE MERITHEW � i 40B (SUITE 1�
A No. Qf° INDUSTRY ROAD
TOWN OF BARNSTABLE___ ________AND THAT 9 0
IT
REA E AS SHOWN ON THE H.U.Ds_AQ_L_ LIE WITHIN THE
MAP DATED SPECIAL FLOODARD �� FCISTER�SJQ�`y MARS ELS 428-0055 MILLS, MA: 0264eA .
_
Co unity-Panel � 250001 0008 D NAt �AN� FAX: 420-5553
I. J _—___ THIS PLAN-NOT MADE FROM-`AN INSTRUMENT 13059 BJS
p PA[�L A. M—E [TI PLS SURVEY, NOT TO BE USED FOR FENCES. ETC.
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Application
Health Division
Conservation Division Permit#
Tax Collector Date Issued I o
Treasurer Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board
f IZ--
Historic-OKH Preservation/Hyannis
Project Street Address � G 77/
Village
Owner Address1yC�
Telephone
Permit Request
�, /
Square feet:At floor:eJs`�n' g proposed 2nd floor:existing proposed Totaew Z/
v � G
Zoning Distrt Flood Plain Groundwater Overlay
(- �y
zt
Project Valrtion Construction Type, ' _i R
® 2
Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting d cumentaitibn. rn
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No
Basement Type: ❑ Full r Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full:existing ;2- new Half:existing new
Number of Bedrooms: existing new
Total Room Count(not including baths):existing new First Floor Room Count
Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other
Central'Air: ❑Yes 0 No 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
,-
j BUILDER INFORMATION
Name Telephone Number f D -
Address . / r�'rZ� License# 00
Home Improvement Contractor#�C
Worker's Compensation# � '
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE _ DATE %Ila d 0 6
FOR OFFICIAL USE ONLY
{
r
PERMIT NO. >
DATE ISSUED `
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
r .
-DATE OF INSPECTION: +
FOUNDATION
,
FRAME 0 7
pp +
INSULATION (L- _ PIZ_
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
;
DATE CLOSED OUT
ASSOCIATION PLAN NO!
24
Department of Fndastii d Accidents
Office,of Investigations
a 600 Washington Street
Boston,.(VIA 02111'
www massgov/dia
®Yorkers' Compensation Insurance Affidavit: builders/Conn-actors/Electriciaiis/Pluinlbers
AplDlicant Information Please Print Legibly
Name (Business/Orgaaizationln&vidual)•
Address• `
City/State/Zip: � � Phone#: 5 e:.Y 02. /l OZ
Are you an employer? Check the appropriate box:. Type of project(required):'
1. X am a,'-employer with 4. ❑ I am a general contractor and I ' ❑
� • 6. New construction
employees (full'and/or part-time),.* have hired the sub-contractors
2.El I am a sole proprietor or partIIer- F listed on the attached sheet$ �• ❑ Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
e in an 'c act � workers comp.insurance.
working for m yap ty. � 9. :Z Building addition
(No workers' comp,insurance 5. ❑ We are a corporation and its
e ' officers have exercised then 10.❑ Electrical repairs or.additions
required-]
3.❑ I am a homeowner doing all work right of etemption per MGL T 11.0 Plumbing repairs or additions
myself.(No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs
insurance required.]t employees. [No workere 13.❑ Other .
comp.insurance required_]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information:
t Homeowners who submit this affidavit indicating they are doing all work end then hire outside contractors must submit anew affidavit indicating such.."
tContractars that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information.
I am an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site
informations
Insurance•Company Name:
Policy#or Self-ins- Lic.#: We l, —.-3 7 9 —-3/7 3e.,O 006�Expiration Date: ,f 0&`7
Job Site Address:,�2 �z City/State/Zip:E, AAA
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$.1,500A and/oi one-year fmprisonment, as well as civil penalties in the form of a MYWORK ORDER and afine
of up to$250.00 a day against the violator. 1�e advised that a copy of this statement maybe forwarded to the Office of
Investigations of the DiA for insurance'coverage verification.
I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct
Signature: 42 Date: L114 0r C
Phone#• 4? 7 l b 17 9.. '
O
fficialonly. Do not write in this area,to be completed by city.ortown offccial.
n: PermitUcense# '
ority(circle one):
Health L.Euilding(Department 3.City/'Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
son: Phone#:
Information and Instructions
ssachusetts General Lavv chapter 152 tequires all employers to provide workers' compensation for their employees. '
Ma person in the service of another under any contract ofhire,
Pursuant to this statute, an employee is defined as ...every p
'
- express or implied,oral or written." � . . .
association,Farpora#on or other legal entity,or any two or more
An employer is defined as.:an iucliviiltial,.:Partnerslup,:
of the foregoing engage in a joint' and iacluaing the legal representatives of a deceased employer,or the '
receiver or trustee of an individual,partnership,nership, association or other legal entity,employing employees. How er:tlte
owner of a dwelling house having not more than three apartments and who resides therein,or,the occupant of the
house of another who employs persons to do maintenance,construction or repair woik-on such dwelling house
dwelling appurtenant thereto shall not because of such employmentbe deemed to be as employer."
or on the grounds orbuildmg
MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwea lth for any
at produced acceptable evidence-of compliance with the insurance coverage required."'
applicant who has a
25C 152
ter , states"Neither the commoizwealth nor any of its-political subdivisions shall
Additionally,MGL chapter
§ (�
enter into any contract for the performance of public work until acceptable.'evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority.
Applicants
' 1 to our situation and,if. .
that
heckin the boxes apply Y
Please fill out .the workers compensation affidavit completely,by c , g
necessary,supply sub-contractors)name(s),address(es)and phone niimber(s)along with their certificate(s)of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(L•LP)with no employees other than the
' are not required to carry workers' compensation insurance. If an LLC or LLP does have
members orpartaers,
eniployees,a policy is require& Be advised that this affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insurance coverage. also be sure to sign and date the affidavit. The affidavit should
be returned to the city Ot town that the application for the permit or license is being requested,not the Department of
Industrial Accidents. Should you have any questions regarding the law'or if you are required to obtain a workers'
compensationpolicy,please call the Department at the numberur
listed below.. Self-insured companies should eater then
self-insurance license number on the appropriate line.
City or Town Officials .
Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom
of the affidavit for you to fill out iu the event the Office of Investigations has to contact you regarding the app
lict
Please be sure'to fill in the permrt/hcense number which will beused azr,need and reference submit on affidavit indicating ccurrent
that mist submit multiple permitlicense applications in any giveny Y
policy information(if necessary)and under"Job Site Address"'tlie applicant should write"all locations in (city or
); A copy of the affidavit that has been officially stamped or mazked by the city or town may be provided to the
townapplicant as proof is-on file for;future permits or'liaerases.,Anew affidavit must be filled out each
of that•a valid a
year.Where a
home owner or citizen is obtaining a license or permit not ielated to any business or commercial venture
(i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit
�e to thank you in advance for your cooperation and should you have any questions,
The Office of Investigations would hl
please do not hesitate to give us a call.
TheDepartiuenfs address,telephone and.faxnumber:
The Commonwealth of Massachusetts .
Department of Industrial.Accidents
..Office 9f jnVestigations .
600-Washington$ eet� .
Boston,MA 02111:
Tel.#6177 27�4900 ex t 406 or'1-,877-MASSAFE
`
Fax#617-727M49
Revised 5-2645 www.mass.gov/dia
I
Town of Barnstable
Regulatory Services
gThomas F.Geiler,Director
�A r •s���. Building Division
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
508-862-4038 Fax: 508-790=6230
Permit no.
Data •
AFFIDAVIT
HOME MROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MOL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or constructign of an addition to any pre-existing owner-occupied
building containing at least one but not-more t m four dwelling units or to structures which are.adjacent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements. -
' pe.of Work: �%��! -��'z-✓ Estimated Cost Z0 4 S
Address of Work: L
' A���i✓�LP17�-
Owner's
Date of Application:
,r
I hereby certify that
Registration is not required for the following reason(s):
[Work excluded by law
[]lob Under$1,000
OBuilding not owner-occupied
[]Owner pulling own permit
Notice is hereby given that: '
OWNERS PULLING THEIR OWN PERMIT OR DEALING WI'I'H.UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME 3MPR0VEMENT WORK DO NOT HAVE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
/ oZ Ole.
Date Contract ame RegistrationNo.
OR
Date Owner's Name
Tabu J&Ub(aan0nued)
Prsserlptna P:ekagsa far Oita and Z'v►o-Faa+itr RaideatW Bugdb.V Bated Vdik F?"9
• ' MAXfMUM � •HeadaBlc'waitaQ
. ata�a8 Olaxia6 Cei�B Wail Hoar Basement metes >�pmal1riGdmeyp
all
Ares (%a) U-Valda� &YgUet R values &values R va t &Ygud
per° 3701 to d300 Siftda n Da
13 I9 10 8 Noraaf
1Z'/a 0 0 33 6. No=11
Q' —19 19 10
• R 1Z'/a 0.31 30 13 'l9 10 b. •E3,A#:13E
g 12'/a' 0.10 3E E]
Z�A Noma
I3 Z5 N/A Normal- - ---
v. _ :13'/. 0.46 38 19 19 WA
5 y.; ' ,: .,•15Y. O.l#- 3E - '13'._ 25 d 95 AFVE
O,S2• 30 l9' 19 10. Normal. '
1� v N/A N/A
g I8'J: 032•' 3E NIA Ke mal
y 18a/. O.d1 3E 14 ZT N/A AM
13 19 10 6
•18Ya 0.42 3E 14 19 10 8 90
30 AFtT1+
M 18Ya 0.30
. 1.
-ADDRESS OF PROPERTY; ��
Z SQUARE FQOTAGE OF ALL,MEMOKWAL;LS: -- - --- —_
3. SQUAIM FOOTAGE'OF ALL'GLAZING:
4. %GLAZING AREA(#3 DnMED BY#2): , 7
5. SELECT PACKAGE(Q�-AA-see 62rt above): ,
Off; OTMR MG REVOLVED Iv 3MODS OF DETERMNING ENERGY F�QUMEMENTS
N
ARE AVAILABLE, ASK VS FOR THIS INFORMATION.
{
BUIIJDING INSPECTOR APPROYAL:
Y: NO:
q•factns-�8Q343a
780 CMR:APpMdix J
lass doors, skylights; and
Faotaotes to Table J$.Z.1b: lazing assemblies (Including sliding-g B doors)* the gross wall
Glazing area is the ratio of the area of the g
0 1°!0 of the total glazing area may be excluded from the U-value requSrement.
basement windows if located hi walla that enclose conditioned space,but excluding apron area.
area,. Percentage.V
r example e3 ft of decorative glass may be excluded from a building design with 300 ft'of glazing .
For 1, 1999, glazing U-values mast be tested and documented A from Table J 5,3.�• U-valCtUrer in ueess are for
After January test procedure, r
the National Fonestratiari Rating Council (NFRG�
whole units: center-of-glass U=values cannot be used. the anaves the fall
'The.cailinS•R values do not assume a raised or oversized buss construction. be subitrtutad for R 38
yymthout compression, R 30 insulation may'
1'ation thickness over the•extenor walls' -�ulatidn: Ge�iagR-xal�iespresentte-sum•ocavlty�-•-- .
' tad'far'R=49' dug shoo in aj placed between .
— Insulation an 1t�3'8 ii►su�afion nosy b3"st'tb4 ed bbilia , g mint-4G
iilatiii sheathing(if used7•For veatilat gs�
In�ation plus iw g
the conditioned space and the ventilated Portion of the roof. mf use , Do not include
resent the sum Of the wall cavity fasulation plus insulating sheathing'(
4 Wall R-val'uas rep Fcr example,an R-19 requirement could be met EIT�IER
exterior siding, strmtu=al sheatomg,'and tenor drywall
avi insulation OR R 13 cavity insulation plus R 6 insulating sheathing.alaill
fr�ae constJ'ucHong1Y to
by R 19 a tY cion O e,masonry,log)wall constructions,6 aPp Y
wood-frame or mass
e oar requirements agpIy to floors over uncondltl'onad spaces(such as unconditioned ciawlspaces,basements,
The fl lrements. , de must
or images).Floors over outside air must moot the ceiling requ
e entire opaque portion of any individual basement wall with an average depth less the ado°belowqo :domed.
The de walls, Windows and sliding gl.
meat the Ur b vincludeduwithathe Other glazing, Basement doors must.Fnaet.the door V-value requirement
bas¢nP
d=scribed in Note b.
use coin fiance approach 3,,4;or 5.•'If you plan to'install more
s'I1ie R-value requirements are for unheated oe heating use
as additional Rp-2 for heated slabs. .e t with the lowest
If the building utilizes elOt is res'stan ,
than one piece of heating equipment or more than one piece of cooling equipment,the equipm n
.efficiency must meet.or exceed the a cienc erclos closest ituired by or town set Tabhe le15,1.1a
o
minimum acceptable-levels.
NOTES areas and.U-values are maximum acceptable lavals'Insulation R values are
a)Glazing
R value requirerrients are for insulation only and do not include structural components.
e doors in the building eaveIope must have a V-value no greater ScrDtak°en fromutha do4rbUtva are '
ed
b) docu ented by the manufacturer m accordance with the NFR procedure
and dacum agate U-value rating for that door Is not available,include the
In Table J1.5.3b•if a door contains glass and an agg,r 8 e cam liance of the door.
our windows and use the opaque door U-value to determine P
glass area of the door with y requirement(Len may Have a U-value greater than 0.35),
One door raay be excluded from this or
crawls ace wan component includes two or more areas with
c)If ateli�g,WA- 1100,basement* n slab-edge, L P greater than ore al to
-insulation levels,the component complies, gthe area-compote nts c 8ma y ifthi Ireaa"weighted eve ge U-
dmfferent
the R•valua requirement for that component.Glazito ng or
U Yalue requirement(035 for doors),
value cf all windows or doors Is less than or equal
43
I
ZHE f • Town of Barnstable
Regulatory Services
B"M �' ` Thomas F.Geiler,Director
3 1'6 Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
508-862-403 8 Fax: 508490-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
as Owner of the subject property
herebyauthorize to act on m behalf,
Y
in all matters relative to work authorized by this building permit application for:
(Address of Job)
z�- - o
ignature of Owner ate
Print Name
Q:FORM&OWNEUERMISSION
DEC-05-06 TUE 03 :30 PM P. 01
Liberty Liberty Mutual Grotti�
PO BOX 7 20?
M ut Afar, I'otrtsnioudi,NU 03802-7202
Telaphone(800)65;."UY7,
Fax(603)431-5n9l
November 22,2006
TOWN OF BARNSTABL,E
?6'7 SOUTH ST
HYANNJS. INAA 02601-
R : C:ertifleatC of Workers (;pit ation Imsurrurce
Insured:. ARTHUR DOLGOFF
DUA AR.T 00LOOFF.BUILDING&' RFMODFLI:N(i
19 M(.'C'ORM)(.'K C3PUVE
W BARNSTABLE:, MA 02668
Policy Nuinbcr: 1V('2-.i I S-;i 7.s!>0-,f12(i Effcctii c: 9/28i2006 EXpil-10 itl; 9/2?;,2,007
Coverage aff-M ondcr 'Norkcrs Conlpcnsalion Lou or the►Wlum by:late(;): MA
E_ln I.vus Milit�:
Bodily h uey By Aceidcrtt: .ii Ila AMM Each Aceidou
Bodily lrjuryby Ciscat c: h I(u).000 Each Peron
Bodily lgjur� by Disease: S :'(!!;.Ulirt Police Limil;
As of flik dale, lh,abmc-referenced policthMdcr'A ilYgNK b., Libcrly Mutual Fire losurmice('o rtrtdcr the
polir.} lislcd oboe:;
The lliSnf cc;tl'I<)rdud by We lislcd polies'0 subj+c to T(pw tcmw ca)t! MS Bald co!tditiM& am is tlot
ai(crcci bu at)� lent) or condition oTv).\ or.olhcr d rLtllc!3l milli rupw to which this ccrtiiicatc
my be issued.
Th s C<:rti9ic oc is ic;,nd ;ts a Mu ofiArn,tti',)n oQ and cc Okm no right upco ,)oll. lire ccrlificatc holdcr.
'1'iuc ccrtiliM& K not on iusl:rnnce pWQ and clog cm atitm wMcnd, or ahcr tic coccrjiee ahordcd Q the
p0)iQy lislcd
MAN,OHY is umcclled beMrc the slated axpi.r W w ci.alc. QUO tilt WA will eudeatror to notil'tiVal
Tub
CatICC11i1tIG11.
V.'I'Ht.)Itl:'.ii�R.l•:l'tth;;Sh.\'f.?'PIl i[
t i.itl;it'll'A1f'Tf',tI.1\'Sl'1?.•:��'b;(�R(il P
Ih>.r'ri: ....i,.,. ulr, Iltl Ilil !.t: I!.11 :,yf'R..l\c'; f:lt'11 I, i..!, r.:,.....i, ;1,:',U,1 hj'l!',o .,+r•an, -..-.............
7
Uc: !r!5ur ti: Prodil'cr of R"ord.
ARTM..'A f.)o[-G ?FF %1AR`,HALL K: L.OVELE'I`1'E. INS ACi N
i?BA ART UO!_(iOFF BIALL)AG Bc REMOIJF,I:t:NG P 0 BOX 110
1') ,'vICCOF..N1.1cK T)R.Ive �V'LS*l YARMOUTH. MA tt267 •
W BARNSTABLE, MA 02608 t
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IMPROVEMENT CONTRACTOR License or registration valid for individul use on '
Registr""T' 04499 before the expiration date. ly i
Ex �`'y^ Board of Building Re If found return to:
paratao- IA412008 On Regulations and St e Ashburton Place R Standards
Ce Corporation Boston m 1301
ART DOLGOFF BU
Arthur Dolgoff PING INC
19 McCormick Dr.
W. Barnstable, MA 02664 -y,.
'Deputy Administrator _
Not valid withouts
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�l Town of Barnstable
Regulatory Services
KAM Thomas F.Geller,Director
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Building Division
Thomas Perry,CBO,Building Commissioner p
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.200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508490-6230
PLAN REVIEW
Owner: M .'I+Pk" - 5AW H 8 6-11 Map/Parcel:
Project Address � � h-VL' Builder: P—T
The following items were noted on reviewing:
So�t=oT `�- 12oDG-� y�ffT
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Date: 1 `�` FL)- —o
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ART DOLGOFF BUILDING f`
REMODELING CO
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Single,3=1/2" x 11-7/8" VERSA-LAM® 2.0 3100 DF Roof Beam1R1301
BC CALC®9.2 Design Report-US 1 span No cantilevers 1 10/12 slope Build 141 Tuesday, December 12, 2006 11:10
File Name: BC CALC Project
Job Name: Description: RB01
Address: Specifier:
City, State, Zip: Designer:
Customer: Company:
Code reports: ESR-1040 Misa `
�10
12
I �
1 I I I
a.. W_' m:;5+•'° ,1. " 3��.�+ �, 4� '�� ' .�. �¢ '� �,
BO,3-1l2"
DL 1569lbs B1,3-1/2"
SL 1875 Ibs DL 1569lbs
SL 1875 Ibs
Total Horizontal Product Length=15-00-00
Load Summary. Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib.
1 Standard Load Unf. Area Left 00-00700 15-00-00 15 psf 25 psf 10-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 12137 ft-Ibs 49.6% 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 2855 Ibs 31.4% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U284(0.801") 63.4% 3 1 output as evidence of suitability for particular
Live Load Defl. U521 (0.436") 46.0% 3 1 application.Output here based on building
Max Deft 0.801" 80.1% 3 1 code-accepted design properties and
Span/Depth 14.7 n/a 1 analysis methods.Installation of BOISE
engineered wood products must be in
accordance with current Installation Guide
%Allow %Allow and applicable building codes.To obtain
BearingSupports Dim. L x Value Support Member Material
Installation Guide pp t, � ppO u�de or ask questions,
estions lease
BO Post 3 1/2 x 3-1/2 3444 Ibs n/a 37.5% Unspecified ; call(800)232-0788 before installation.
B1 Post 3-1/2"x 3-1/2' 3444 Ibs n/a 37.5% Unspecified
BC CALC®,BC FRAMER®,AJS-
Slope and Cut Length Slope Facia Depth Horiz.Length Product Length ALUOIST®,BC RIM BOARD-,BCI®,
Plumb Cut with Hanger to dbl.top plate10/12 15-1/2" 15-00-00 20-04-03 BOISE GLULAM1i°,SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
Cautions PLUS®,VERSA-RIMS,
VERSA-STRAND- VERSA-STUD®are
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products,L.L.C.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
Notes
Design meets Code minimum (U180)Total load deflection criteria.
Design meets Code minimum (U240)Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Page 1 of 1
a
E" Doutile1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof BeamIRB01
BC CALC®9.2 Design Report-US 1 span No cantilevers 10/12 slope Tuesday, December 12, 2006 11:16
Build 141
File Name: BC CALC Project
Job Name: Description: RB01
Address: Specifier.
City, State, Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Misc:
a10
12
d �trs.,.,�•�. it r,.,._. .:, .�i",=` ,,.. .. -:.. �+5a v w. E.K�i,. r 3k2 c a; 5�.. �-F'USs�x-'..
1`J-00.00 .
BO,3.1/7
DL 1579lbs B1,3-1/Z'
SL 1875 Ibs DL 1579 Ibs
SL 1875 Ibs
Total Horizontal Product Length=15-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref Start End 100% 90% 115% 133% 125% Trib
1 Standard Load Unf. Area Left 00-00700 15-00-00 15 psf 25 psf 10-00-00
Controls Summary Value %Allowable Duration Load Case span Location Disclosure
Pos. Moment 12171 ft-Ibs 49.7% . 115% 3 1 -Internal Completeness and accuracy of input must
End Shear 2864 Ibs 31.5% 115% 3 1 -Left be verified by anyone who would rely on
Total Load Defl. U283(0.804") 63.6% 3 1 output as evidence of suitability for particular
Live Load Defl. U521 (0.436") 46.0% 3 1 application.Output here based on building
Max Defl. 0.804" 80.4% 3 1 code-accepted design properties and
Span/Depth 14.7 n/a 1 analysis methods.Installation of BOISE
engineered wood products must be in
accordance with current Installation Guide
%Allow %Allow and applicable building codes.To obtain
Bearing Supports Dim.(L x M Value Support Member Material Installation Guide or ask questions,please
BO Post 3-1/2"x 3-1/2" 3454 Ibs n/a 37.6% Unspecified call(800)232-0788 before installation.
B1 Post 3-1/2"x 3-1/2" 3454 Ibs n/a 37.6% Unspecified
BC CALC®,BC FRAMERS,AJSTM
Slope and Cut Length Slope Facia Depth Horiz Length Product Length ALUOIST®,BC RIM BOARD-,BCI®,
Plumb Cut with Hanger to dbl. top plate10/12 15-1/7' 15-00-00 20-04-03 BOISE GLULAMTM,SIMPLE FRAMING
-SYSTEMS,VERSA-LAM®,VERSA-RIM
Cautions PLUS®,VERSA-RIM®,
VERSA-STRANDTM VERSA-STUDS are
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products,L.L.C.
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed.
Notes
Design meets Code minimum (U180)Total load deflection criteria. t
Design meets Code minimum (U240)Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Connection Diagram
_e �• •
a minimum =2" c=7-7/8"
b minimum =2-1/21b=24"
Member has no side loads.
Connectors are:112 in.Staggered Through Bolt
Page 1 of 1
Triple 1;-3/4" x 9-1/4" VERSA-LAM® 2.0 2800 DF Floor Beam\F1302
BC CALC®9.2 Design Report-US 1 span No cantilevers 1 0/12 slope Tuesday, December 12, 2006 11:33
Build 141 `
File Name: BC CALC Project
Job Name: Description: FB02
Address: - Specifier:
City, State, Zip: , Designer.
Customer: Company:
Code reports: ESR-1040 Misc:
I l I I I
µ - `
BO,3-1/2" B1,3 1/2„
LL 2600 Ibs
DL 731 Ibs LL 2600 Ibs
DL 731 Ibs
Total Horizontal Product Length=13-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib
1 Standard Load Unf. Area Left 00-00-00 13-00-00 40 psf 10,psf 10-00-00
Controls Summary Value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 10076 ft-Ibs 56.0% 100% 1 1 -Internal Completeness and accuracy of input must
End Shear 2787 Ibs 30.2% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Deft U365(0.412") 65.7% 1 1 output as evidence of suitability for particular
Live Load Defl. U468(0.322") 76.9% 1 application.Output here based on building
Max Defl: 0.412" 41.2% 1 1 code-accepted design properties and
S analysis methods.Installation of BOISE
Span/Depth 16.3 n/a 1 engineered wood products must be in
accordance with current Installation Guide
%Allow %Allow and applicable building odes.To obtain
(Bearing Supports Dim (L x W) Value Support Member Material Installation Guide or ask questions,please
BO Post 3-1/2"x 3-1/2" 3331 Ibs n/a 36.3% Unspecified call(800)232-0788 before installation.
B1 Post 3-1/2"x 3-1rZ' 3331 Ibs n/a 36.3% Unspecified
BC CALC®,BC FRAMER®,AJSTM,
Cautions ALLJOISTO,BC RIM BOARD-,BCI®,
Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM SIMPLE FRAMING
SYSTEM®,VERSA-LAM®,VERSA-RIM
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIM®,
Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRANDTM,VERSA-STUDS are
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products,L.L.G.
Notes
Design meets Code minimum (1-1240)Total load deflection criteria.
Design meets Code minimum (U360)Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Connection Diagram
a minimum=2" c=5-1/4"
b minimum=2-1/Zid=24"
Member has no side loads.
Connectors are:1/2 in.Staggered Through Bolt
Page 1 of 1
Sirfg'10-1/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1FB02
BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, December 12, 2006 11:26
Build 141
File Name: BC CALC Project
Job Name: Description: FB02
Address: Specifier:
City, State, Zip: , Designer:
Customer: Company:
Code reports: ESR-1040 Miser
BO,3-1/2" 13 00-0o
LL 2600 lbs B1,3-1/2"
DL 739 Ibs LL 2600 Ibs
DL 739 Ibs
Total Horizontal Product Length=13-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 00% 116% 133% 125% Trib.
1 Standard Load Unf. Area Left 00-00-00 13-00-00 40 psf 10 psf 10-00-00
Controls Summary value %Allowable Duration Load Case Span Location Disclosure
Pos. Moment 10099 ft-Ibs 50.7% 100% 1 1 -Internal Completeness and accuracy of input must
End Shear 2793 Ibs 30.3% 100% 1 1 -Left be verified by anyone who would rely on
Total Load Defl. U364(0.413") 65.8% 1 1 output as evidence of suitability for particular
LiveLoad Defl. U468(0.322") 76.9% 1 1 application.Output here based on building
Max Defl. 0.413" 41.3% 1 1 code-accepted design properties and
Span/.Depth 16.3 n/a 1 analysis methods.Installation of BOISE
engineered wood products must be in
accordance with current Installation Guide
%Allow %Allow and applicable building odes.To obtain
Bearing Supports Dim.(L x W) Value Support Member Material Installation Guide or ask questions,please
BO Post 3-1/2"x 3-1/2 3339 Ibs n/a 36.3% Unspecified call(800)232-0788 before installation.
81 Post 3-1/2"x 3-1/2" 3339 Ibs n/a 36.3% Unspecified '
BC CALC®,BC FRAMER®,AJS-
Cautions ALLJOISTO,BC RIM BOARD-,BCI®,
Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM SIMPLE FRAMING
Column at Bearing BO analyzed for bearing only, column analysis has not been erformed. SYSTEM®,VERSA-LAMB,VERSA-RIM
P PLUS®,VERSA-RIM®,
Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND-,VERSA-STUD®are
Column at Bearing 61 analyzed for bearing only, column analysis has not been performed. trademarks of Boise wood Products,L:L.C.
Notes
Design meets Code minimum (U240)Total load deflection criteria.
Design meets Code minimum (U360)Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria
Page 1 of 1 t
REQUEST FORM FOR INSTRUMENT SURVEY
DATE D /oL , JOB #
PHONE # CLIE T/BILLING DDRE
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FAX#
EMAIL
PROJECT ADDRESS: x
Sld TH ' AV
PLANS LOT #
DEED ASS MAP `
\WATER RECHARGE/WATER PROTECTION:Y N
TOWN WATER OR WELL
WETLANDS OR WATER W/IN 200'
# OF BEDROOMS ° SUBMIT FLOOR PLANS
JOB DESCR N z
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$650 FLA
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RELATED JOB # JOB ESTIMATE: $
•CKS RECEIVED'I' 6-M CLIENT: MOUNT/DATE/CHECK#
EGO - },
YAN'KEE PAID FEES AM 6,NT/DATE/CHECK#/FEE ,
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map ' 5 Parcel �� Permit#
Health Division 0 1� �� I I Date Issued
Conservation Division D/a Application Fee Ooo
Tax Collector 3�, r
�,�,}�'! �ol Permit Fee_
Treasurer 0�' . SEPTIC SYSTEM MUST UP-
INSTALLED IN COMPLIANCE
Planning Dept. VWTH TITLE 5
CNV17,0 f,7ENTA,L CODE AN[
Date Definitive Plan Approved by Planning Board Tis =i `s� ws,Tm0�'�b
Historic-OKH Preservation/Hyannis
Project Street Address
Village q ��-2G
Owner �,1 -aE /,-9 V ` AlAlaA/ Address 3 7d-& /%ru/5 8 VP% c7-oe o ICJ
Telephone G ® •- e 97 -%e 7
Permit Request
Square feet: 1st floor: existing proposed 2nd floor: existing proposed ZA G Total new C7
Zoning District Flood Plain Groundwater Overlay
Project Valuation Construction Type,
Lot Size R0067, g Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes 19 No On Old King's Highway: ❑Yes f�No
Basement Type: ❑ Full X Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing ,/ new / Half:existing G new
Number of Bedrooms: existing_ new Q (,,,,� „�e���� � inr�01
Total Room Count(not including baths):existing new_�� First Floor Room Count r`
I?pQ�M
Heat Type and Fuel: A Gas ❑Oil ❑ Electric ❑Other
Central Air: W Yes ❑ No Fireplaces: Existing ! New Existing wood/coal stove: ❑Yes ANo
Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size
Attached garage:0 existing ❑new size Shed:l0 existing ❑new size Other: f
r
i rl--j tom_
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
In-
Commercial ❑Yes ,9 No If yes, site plan review#
Current Use - Proposed Use
BUILDER INFORMATION
Name t c, Telephone Number 52 36 P — 1179
Address Z C0/,-,,0yc 6Z 60 License# 0 C �/,�
7-
F/,�r�9 e g G C 8 Home Improvement Contractor# /O C/ S1 9' 9
Worker's Compensation# WC C -3 15 -.e�7
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE _� &� DATE /off/ ?)O
FOR OFFICIAL USE ONLY
PERMIT NO.
DATE ISSUED
MAF=/PARCELfNO.-,
ADDRESS ` ,� VILLAGE t
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME 6 O k Q 3�1 ��� 3 INSULATION 6/N.S U G A O 3l a 4�&3
FIREPLACE r>
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH* FINAL,'-, d r .
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GAS: ROUGH; FINAL : r�
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FINAL BUILDING <s l �✓` : ; f� ,(� '711�43 !
DATE CLOSED OUT 0) s ; r t
ASSOCIATION PLAN NO.-
I
:`The Commonwealth of Massachusetts
-� - ,T)epartment of Industrial Accidents
Office Ofinyesti98tions.
600 Washington Street
Boston, Mass. 02111
�3 ' Com ensation Insurance Affidavit
Workers
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call
Failure to secure eovera;e a,required under Section 25A of MGL 152)Wood to the imposition of eriminalpenalties of a Sae up to 51,50U.00 and/or
one years,imp�dyo�entsswcIlasdvIlpenalfiesintheformof atianaotth the DU e of
I�ders4smdt}iata'
copy of this statemeat=y be forwarded to the Office of es IL —
•' thrd-the-in ormation-provaiderLabnve_is.2cv��riid.correct
I da hereby-certifyunderthepains-and penalties-of-perjury f -
Date �' d
Signature .,. .,. . ,,,..•,
Phone#
tat name A P ''f' a
do not write in this area to b e completed by dty or town official
vM aliue only -
• -. ,,•pexmit/iicense# [jB�ding Lepsi•trnent _
city or town: ❑Licensing Board
. f�Salectrten's Of9ce
contact person: � .
Information and Instructions
eir
Massachusetts General Laws chapter�152 section 25 requires allemployers
sonui the serviceeof another under auoytcontract
employees. As quoted from the `law , an employee� d IYP ,
.of hire,'express or implied, oral or written.
An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of
the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or
trustee of an individual,partnership, association or other legal entity, employing employees. However the owner.of a ..,.
dwelling house having not more than,three apartments and who-resides therein;-or the occupant of the dwelling house,of
another who employs persons to do maintenance,construction or repair workon
ndewmelling house or on the groiiride or
building appurtenant thereto shall not because of such employment be deemedto p yer;
GL cha er�152 section 25 also states that every state or local licensing agency shall fo t a uc t who has
M Pt
o h.
' of a license or permit.to operate a business or to construct buildings tot the commonvv Y PP
br the'
not produced acceptable evidence'of comdplian ions shall enter into any contract for the the insurance coverage 1perfoanAdditionally,
an e o public workuxz
commonwealth'not any of its polzttcal sub
acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the coutcacting
authority. ::. .' .. J • ... •,:. .. �.,�
Applicants
Please fill,' the worker your situation.aiid
s' compensation affidavit completely,by checking
of insurance as lies all affidavits may be
supplying company names, address and phone numbers along with a _...
submitted to the Department.of Industrial Acciddnts for confirmation of insurance coverage. Also be sure to sign gad '
date the affidavit. Me.affidavit should'be returned to the city or have anyat the application
regarding the"law licenser if yQu
being requested, not the Departrnent of Industrial Accidents. y.
obtain a workers' compensatioix policy,please ca11 the Depai tment afthe number listed below.:
are required.to .
01/000
-� -
City or.Towns
The D artment has provided a space at the bottom of`lie
co
lete and .rioted legibly. ep .
Please be surethatthe affidavlt�s mp Pthe a licant. Ple�se•.
affidavit for you to fill out in event the Office of Investigations has to contact you regarding pp
` tiei whieliwilLbe used a's a refeieace numlier,�The affidavits maybe re'tat�?•..
be sure.to in e.pemutfhcense xiu�n _ ;- . . .
eat ti `mail or FAX unless othei arrangements have been ndade. ti
the Dep
The 0$ice of Investigations would like to thank you in advance for you cooperation and should you have ws
.. ..1.a• i•' ,.
please do not hesitate to give us a callEMN
The Department's address,telephone and faxnumber: ,
The'Commonwealth Of Massachusetts
Department of Industrial Accidents
' Oillce o(lnvesdgatlons .
6N Washington Street
Boston,Ma. 02111
fax 9: (617) 727-7749
«ii. 17) 727-4900 ez 406, 409 or 375
1
5�
Town of Barnstable
Regulatory Services
t )AMSTASLE, * Thomas F.Geiler,Director
v Mass �
�p1639. a�`
o Building Division
rF ��t
Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-862-4038 Fax: 508-790-6230
Permit no.
Date
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adjacent to
such residence or building be done by registered contractors,with certain exceptions, along with other
requirements,
estimated Cost ,I&_CP oa® .<<
Type of Work: Z.�.��� c�
Address of Work:
Owner's Name: /C��� ,5�i�19/fA✓�
Date of Application:
I hereby certify that:
Registration is not required for the following reasou(s):
[]Work excluded by law
❑Job Under$1,000
QBuilding not owner-occupied
❑Owner pulling own permit
Notice is hereby given that:OWNERS PULLING THEIR OWN PERMIT OR ROVEMENT WORK EALING WITH UNREGISTERED DO NOT HAVE
CONTRACTORS FOR APPLICABLE
ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
G
c
Contrac r e RegistrationNo.
Date
OR
Date GVruer's INa:x_e
i
RESIDENTIAL BUILDING PERMIT FEES
APPLICATION FEE
New Buildings,Additions $50.00
Alterations/Renovations $25.00
Building Permit Amendment $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
fl 0 J' square feet x$96/sq.foot= O �t'_x.0031= 4� 0' 5
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
square feet x$64/sq.foot= x .0031=
plus from below(if applicable)
ACCESSORY STRUCTURE>120 sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= x .0031=
STAND ALONE PERMITS /
Open Porch �x$30.00=
(number)
Deck
�—x$30.00= O
(number)
Fireplace/Chimney
x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable) s ,
Permit FCU
projcost
MAScheck COMPLIANCE REPORT . ''
Massachusetts Energy. Code _ ; I Permit #
MAScheck Software Version 2 . 01' Release 2 = «'
.. • .I .Checked by/Date I
CITY: Barnstable
STATE: Massachusetts
HDD: 6137 „ r
CONSTRUCTION TYPE : 1 or 2 Family, Detached
HEATING SYSTEM TYPE : Other (Non-Electric' Resistance) `
DATE : 11-26-2002
R
DATE OF PLANS : 11/26/02
,
TITLE . Shannon `
PROJECT INFORMATION:
The Shannon Residence r
24 6th Avenue
W. Hyannisport , Ma -
COMPANY INFORMATION: .-,
Art Dolgoff , Builder w
W. Barnstable, M�
NOTES
Report prepared 'by
Reyburn Associates
14 Cove Road `
a~
Orleans, Ma'.
1-508-240-3009' u
COMPLIANCE PASSES .-
Required UA = 346
Your Home = 342
p ,
Area or Cavity Cont . Glazing/Door
Perimeter R-Value R-Value - U-Value UA
CEILINGS 1250 38 . 0 . 0 . 0 37
WALLS : Wood- Frame, 16". `O. C w 1391 13 . 0' . 0 . 0 114
GLAZING: Windows-or Doors 308 _ 0 . 350 _ 108
GLAZING; "Skylight 38 0 350: 13
w DOORS -.. �r. 4 2 0 • 450 19
FLOORS : Over Unconditoned 'Space' 1086 1j9 . 0 0 0 51
" . HVAC EQUIPMENT;:: Furnace, i .8 8 . 0 AFUE t
----------
----------------------=--------- - - --- - --- - -
COMPLIANCE' STATEMENT: The proposed building design' d''escribed here is
consistent with the building plans, specifications, and other calculations >,
submitted with the permit application . The proposed building has been , - ' .. ..,
firs �.
designed to meet the requirements of the Massachusetts Energy Code .
The heating load for this building, and the (cooling load if appropriate,
has been determined using the applicable Standard Design Conditions found
in the Code . The HVA�,^uipment sele e Load
or cool the building
shall be no greater than 125 of the si s specified in
Sections 780CMR 1310 740xA
J4 . 4
Builder/Designer Date ��
�fte V�ommzontisea� o��° �
BOARD�OF BUILC�ING REGULA S {
L cen§e.;g o STRUC f ION".S.UPERUISOR a+ l
Nurntbe S __� ()042,76
i BirtEi aie yf
03 Tr.no: 12063
1A
ARTHUR L DODO
19 y(CCORMIICK DRY
W B`ARNSTIABLE, MA fl266'8 Administrator
Assessor's rho p and loft` number TGd✓ `�.�
�J cr-. r C r 1 PT F3
1
y�� .� .
Sewage Permit number .A04- .... .,,.:....... �:, .����� �c ( � Yip 0 q/(��.
�PyoFTHET,�o TOWN OF BARNSTABLE
Z SAWST"LE, i
"6 9 BUILDING INSPECTOR
APPLICATION FOR PERMIT TO
i° ...............:.A. ...........t A.inz). ... ..............................
s TYPE OF CONSTRUCTION ....... ................................................................................................
t!.i1=�......./.. ............19.�.��..
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location ...°'j` ..... ftvr. � y�.N�!..-; PORT...... M? .5....................
ProposedUse ....................<. N.GJ,1.:j2............ ..............................................................................................
Zoning District QQ ...............................Fire District ..................................................
Name of Owner .f!v rh ►9-� .�J �.f"rdV�� ")................Address .�i/�S � ftl^ )�o�14...., .�iw U(�j!
Name of Builder .CR. aNY ......./ J��RR..x...............Address �!° h IG�dhNN yQ /"Ob................ �5.i...
n.' .S
Nameof Architect '...................................................................Address .....................................................................................
Numberof Rooms ..................................................................Foundation ..............................................................................
Exierior .......................................:............................................Roofing ....................................................................................
Floors ....................Interior ...................
Heating ..................................................................................Plumbing ......................................:...........................................
Fireplace ..........:.......................................................................Approximate Cost .. .. ..�Q O
...................................................
Definitive Plan Approved by Planning Board --------------------------------19-------- . Area ...` '.......................
Diagram of Lot and Building with Dimensions Fee ............ / .................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction. ,, D
Name ..........V..`~ `...:f.................... ...................
Thomas Shannon
-
No ...... Permit for .. ..Fir�..—..
� Damage_
.-------..-----.---.---~--.--.. .
--- 439 Sixth Ave.
-- ------^------~-------'
VV° Hyannisport '
--------------------------'
y '
Ovvne, .....�homas..Shannon----------
.
m� '
Type of Construction —��--..�����------. `
--------------------------'
�
Plot .10—..134......... Lot ................................
�
�
December 4 ��
Permit Qnznoe6 -------------]g
Date of Inspection --.. --------lP
���
Date Completed
/..�.«'
�
/ PERMIT REFUSED `
--------------------- lV
'--------------------------
-
----^--`^''-----------------''
�
—'----^------~------------'^'
----'-----^-----^--'~---'—^—^—
� ^ �
Approved ................................................ lA
�
^
--'--'------''-------'—^''---'
�
f ' '
. -----------------------...—
�
�
'
^
L ',�L.,-.,' '`�,,'• �.'�^�'..k, ,��.,: �--"']9 SA €. � {��,_'q�y`v.�+�'� �M7,�r°�y��..,r'y�y,A��'^s—+�'�`,ue.,4'� y.art..� J'�",y '�.,b.^"�"=".�T,r�"t.`.�;o.'.'�r.....�,.�.dam.:�a.,^r*^-+.�"`•v.�,-..;.�c,
Assessor's rrfap and lot number ...-...� .
Sewage Permit number .. .. ... � r�
y0F7NET��y TOWN OF BARNSTABLE
Z BAMITIME,
1639. BUILDING INSPECTOR
APPLICATION FOR PERMIT TO ......... .t'��� ' ............[.!. I` °)/). .. ................................
............... ..
TYPE OF CONSTRUCTION (A^'(,A �� .M
...........�? c-............................19. .
TO THE INSPECTOR OF BUILDINGS: '
The undersigned hereby applies for a permit according to the following information:
?.r' S..r. � ��,......a.0 -...........wFS..�...:...� .Y! n!!`��..5../�.o. .......r . ...... ....................
Location ............ 1............
ProposedUse ....................... ...............`: '! .:.. ..Y..............................................................................................
r
,Zoning District .................................................Fire District CFK 7- Sf
Name of Owner ..Ahab"o .........h.,PIJW 0.N................Address t1�+� l: 5,,,..Sj3CJRY I=ONN,
.............................................
Name of Builder !......5 /Z...................Address �" hl�)a,`++»N /�. l�I..� tiV .S ",7A_S S
Nameof Architect ..................................................................Address ....................................................................................
Numberof Rooms ..................................................................Foundation r::...........................................................................
Exierior ....................................................................................Roofing ....................................................................................
Floors .Interior '
Heating ......................................................... . .....................Plumbing ...i.. ...... ............. ............. ................................
Fireplace ...................................................................................ApproximateiCost ............ ;
m ..v.�................;.�....... ...............
Definitive Plan Approved by Planning Board ---------------------
-----------19--------. Area ... ................................
Diagram of Lot and Building with Dimensions Fee
SUBJECT TO APPROVAL OF BOARD OF HEALTH
4 �
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name ........... `� !' ... J.....f...? ............ J
�,a
Thomas Shannon
No 174.7.0...... Permit for ...Repair-Eire.........
Damage
.........................
�[—oc-df i dn ........:4j��.§ixth Ave.
............................................
. .............W.....Hyann.isport
.. . ........... ................................................
Owner .... OxAnnox............................
Type of Construction .......W0.04-FraMe.............
...............................................................................
Plot 24.6....134........... Lot ................................
Permit Granted ........D.ecem.ber.........4...19 74
Date of Inspection ....................................19
Date Completed ......................................19
PERMIT REFUSED
................................................................ 19
...............................................................................
................................................................................
...............................................................................
...............................................................................
Approved ................................................ 19
...............................................................................
...............................................................................
/�BECT�IO_N Ai
I ,
0 EDGE OF DEG(EXTENDS
I BEYOND ROOF LINE :SECTON
LINE OF ROOF C�
% POST
20M 17X g \..�
t Y
REARPORCH
® W/ROOF OVER ItI BULKHEAD
® .POST ® f .
zee
EXISTING -REF.
GARAGE
II M !
BEDROOM BATH II 7731R'X13W I '
11'X N' �Q I I .:LVL OVER
t jI:' FLUSH _; i 1 'GREAT ROOM SKYLIGHTS
I FS WS 1
1 I VELUX I 2JVELUX FS-308 FIXED
I1 sKTLi, 1 SKYLIGHTS
REMOVE DOOR& ® i 1 I I R,Q,30'I l7'X�JrJ 1!2". i'FILL ® REMOVE 8 11 L I -.
4X4 RELOCATE _
F ""POST ELECTRICAL PANEL II 4X4
C _ _ _ POST WlARCHED
_ WND.OVER
�\ RZ�FfO-OEWAL�- i GREATEDM CENTER
(VAULCLOSET CLOSET® �\ INSTALL, IZ X 1314• CEILING) WNO. N DOOR SCHEDULE
I I .,I LVL BEAMS FLUSH. NUMBER i CITY i CODE -
OPEN SHELVES I HANG NEW 2X10 ~003 I EXISTING -�
WJDER STAIRS I JOISTS ON EACH SIDE r - _ -- .
LW/SIMPSON HANGERS I ;CO1 1 PS 6R(ANDERSEN)
I I i�02 -I-1 3-0 X 6-8 LH 1-LITE THERMATRU FIB.GLS.�
50PEN sralxs WITH I r' _2 ITHERMATRU FIB.GLS.6-PANEL
BEDROOM "RETURNED TREADS I VELUX 1—"--.- -_— --�
X 11• &RISERS. p I 'D05 1 2-0 X 6.6LH 6 PANEL MOULDED
LMNG ROOM I I i 6 1 3-0 X fr6 MOULDED PANEL BIFOLD �
L _ _ I W7--t 1 5-0 X 6-6 MOULDED PANEL BIFOLD
b PORCH UP ;DG8—r t 2-6 X 6-6!6-PANEL MOULDED
EXTENSION 1 _T2-6 X 6-6LH MOULDED 6 PANEL
4'WIDE o J-
%W1RD W SCHEDULE
® Q I NUMB RE +QTY I DESCRIPTION CODE
WDO 3 I DOUBLE HUNG EXIST1fJG _
15'-0• tG-0" �Wr01 3 _DOUBLE HUNG ITW24310_
FARMER'S PORCH �2 -�-1 OBL CASEMENT- C235AR
W x T (-E low\ W03 1 DOUBLE HUNG +!MEASURE EXISTING&REPLACE
!s 11104. -_ -4 --DOUBLE HUNG I TW2446 - --
j REVISED 11/4/2 �. _�' W05 �4 TDBLCASEMENT-IC245HR
11/5/02 ' WO tBLEHU_ffNG TW20-0HP4 046-OIRCIETOPOVER
11/20/02 j `\`PORCH POSTS
4 X 4 BOXED ,l
( PROPOSED
PLAN VIEWHST ADDITIONS/RENOVATIONS
LEVEL I FOR
SCALE WGR'
BUILDE TO CONFIRM ALL I �/ ( I THE SHANNON RESIDENCE j -�REISE}_1:Z1 /Q2
DIMENSIONS ON,' SECTION A' "¢¢� '24 6TH AVE, i
v I W.HYANNISPORT,MA-
�%' ART DOLGOFF,BUILDER I^_
LW.BARNSTABLE,MA. -�I SHEET 1
lS�CTIONA� ,
1
EXTENDED ROOF
OVER REAR PORCH FULL DORMER I '
3Q 0 I
10'-9Ifs T-Y 17-03l4*
i —
BATH 1
7'X
r
GARAGE f OOF BELOW --
BEDROOM -
iD'X1B LINEN MASTER NUMBER -B X�6LF�-1
® BEDROOM GREAT ROOM ROOF
17X16 BELOW
UO3 1 1 12-0X C+FLSi
y 1
f�' ® —5 HALL ® J '��1— XIS-BTFOZD .
0
— — — LAUNDRY SKYLIGHTS:ZiVELUX 304,
H i S��'I I VS304 I VENTING SKYLIGHTS:
I I VS304 LINEN I sKrLr.I INELUX 304 FIXED
_® S-ST. SKYLIGHT IN
i STAIRWELL.
17CLOSET CLOSET R.O.30 V2"X 3g, I _
.,_/1CCESS P
I .
ANDERSEN WINDOWS
4'£HIGH KNEEWALL WINDOW SCHEDULE
NUMBER OTY "TDB ESr— PTION !CODE
EAVE SPACE LWOO 2 I S ZL CASEME -TW24310
I WOt I 1 }SNGL CASEME4'C12
WG(— 2 4 I DOUBLE HUNG 1 TW2442
t W03 1 I DOUBLE HUNG I TW2432
PORCH ROOF BELOW 'SECTION -
1 i 5
REVISED 11/2
ECT
11/5/02 4 I /SION
— TROPOSED
11J20/02 f 1 ADDITIONS/RENOVATIONS FOR
---- -----J I
PLAN VIEW2 THE SHANNON RESIDENCEND LEVEL DORMER I
SCALE 1/4"=1' 124 6TH AVE.
W.HYANNISPORT,AAA.
rBUIJ LDER To ClNFIi RM AIL`` ART DOLGOFF,BUILDER II----
j DIMENSIONS ON SITE —i I W.BARNSTABLE,MA. li SHEET 2�
a -
`i
p � 2
���
sv-o"
IV51? 26-4 aW T 11 1J4" 5-10 IZ V 4'
5 1
t 1
II II
EXISTING CONC.BLOCK SHORT
I ro
-WALL BULKHEAD INSTALL FOUNDATION BOLTS 6'
L r —— OC AND 1'IN FROM ALL ..
/; CORNERS
CONTINUE V RETAINING SHELF
I I EXISTING GARAGE .AND CONCRETE RETAINING 1---
,I § FOUNDATION �' WALL I
- ` REM OVE FND.WALL.INSTALL ,.8"CONCRETE FND.
EXISTING PARTIALBASEMENT .1 I I I BLOCK RETAINING WALL WITH
EXISTING HEIGHT 5-7" EXCAVATE FOR CONTINUATION TOP FLUSH WITH EXISTING i
1 I I
`�--OF PARTIAL BASEMENT TO NEW --� I
UP ,CELLAR SLAB.NEW CELLAR j
_ I�I ADDITION I 1 FLOOR WILL 8E 18"-24'BELOW
1 I T3 1/4" 4•-T 7 B T3 7-T T THE EXISTING CELLAR FLOOR.
I I I 1 ABOVE'POifTLLOAD FROM-' 4c---T-6' ..
1
b I I ------ -► _-� ------ ----- --- ---J---- --
-�---- r-- --- I----
". �. I --J --- --r 1 I ---- -.,.T_ J- -- -- POCKET NOTE:STEP ADDITION
Y[t' �•�` I FFOUNDATION DOWN FROM
(POINT LOAD 1 I TOP OF EXISTING FOUNDATION
j FROM ABOVE_j ,' /-\ 3nx,o GIRDER ,j T TO ACCOMADATE 2X,0 _ -
`'EXISTING BLOCK\ �•, INSTALLS NEW 30'X30'XI? FULL BASEMENT 'FLOOR JOISTS MEETING FLUSH 1
—— RETAINING WALL `, DEEP CONCRETE PADS i�, I LW IT TOP OF EXISTING 2X8 `
I WITH 3-12"LALLYS CENTERED - �=:{ASNc E I - - - -
:._INbgE'�I E3LAC7='FTIN�dX�` 1 I RETAINING WALL_4'HIGH `JOISTS=
�GRRDER GIRDER WITH 32X70 ! SASE OF CHIMNEY -----
11
it EXISTING CRAWL EXISTING FND.
F 11 I ( -
11
t� II I L-- --- -----�_ —_ —1 --- ---
PECTION B
„ I I 12'CONC.PIERS c I I S 2�
R 11 48'BELOW I I F-
II .GRADE TO
/ BOTTOM ��
—8'-r
-�` 3°-0 -� ,s-0 RE\[tS.Eff 1200Z
I �
EcrroNnl i PROPOSED
4 a FOUNDATION PLAN ADDITIONS/RENOVATIONS FOR j
BUILDER TO CONFIRM ALh ��- - SCALF_,Fi"/?' 'THE SHANNON RESIDENCE j -
1 DIMENSIONS ON STFE J .`I 24 6TH AVE. 1
S i W.HYANNISPORT,MA.
j ART DOLGOFF,BUILDER I
W.BARNSTABLE,MA.' i EHEET 3
l
18.61/I - 2F-43W Tit V4' S-101/I 54'
��...
• I I I I � �` '�i-
II II ' .
EXISTING CONC.BLOCK SHORT to
BULKHEAD INSTALL FOUNDATION BOLTS F
TAN I OC AND VIN FROM ALL
-- -_ -- ' CORNERS
II •- -- -- -- CONTINUE V RETAINING SHELF I ,
EXISTING GARAGE .AND CONCRETE RETAINING -L--
WALL I
R - § FOUNDATION _
REM OVE FND.WALL INSTALL .
EXISTING PARTIAL BASEMENT 1 1 I I BLOCK RETAINING WALL WITH F CONCRETE FND.
EXISTMG HEIGHT E-T .EXCAVATE FOR CONTINUATION TOP FLUSH WITH EXISTINGOF PARTIAL
UP I�I- ADDITION BASEMENT TO NEW --� I �'FLOCELOR SLAB.
L BE1S 2CELLAR
4 B OW '
�T-T I � THE EXISTING CELLAR FLOOR. 5
r I�RTLOFf� �T-� L ��-
bI---- --I----- f I: ABOVE ------- ---
---
--- -
TE:STEP ADDITION
POCKET b
FFOUNDAT ON DOWN FROM
i I , I Dp Nl LEAD
` \ ' TOP OF.COMADG FOUNDATION
3raxlo GIRDER ..�7'TO ACCOMADATE 2X10
—_ 1RETAJ INGWA . DEEP O NRETE PA 0'Xi2" FULL BASEMENT _ c -
RXISTNIC B OrK ' DEEP CONCRETE PADS J, FLOOR JOISTS MEETING FLUSH
\ �• I WITH TOP OF EXISTING 2X8
\ WITH 3-72`LALlYS CENTERED � � N�� I
\ I RETAINING_WALL.d'HIGHS /' I JOISTS, }
- �-- ��11�_� CENTER GIRDER WITH 32X10 i BASE OF CHIMNEY ..
II I ( !GIRDER ' a
{I I I EXISTING CRAWL EXISTING FND.
II I I
.. the-Tfi' II
1 I ECTION S
„ II 12"CONC.PIERS
F I I 48'BELOW
r
11 :'GRADE TO
BOTTOM II
11 - - - -- - - -tJ-`- -- - - - =b- - - - -- - - -- - - - - - -�
114r �' 34'-W �� iv-0r 1'GE-lASE S 12if 2-,
rc 6P-0' -
CTioN A� FOUNDATION PLAN PROPOSED
a;r i ADDITIONS/RENOVATIONS FOR
SCALEA�Y I
�• THE SHANNON RESIDENCE
BUILDER TO CONFIRM ALL <
DIMENSIONS ON SITE J - $^ 24 6TH AVE.
t3 W.HYANNISPORT,MA
{ART DOLGOFF,BUILDER !1 W.BARNSTABLE,MA. l$�{EET 3
1\
- ECTION Ai �
a
O EDGE OF DECK EXTENDS / ~\ .
BEYOND ROOF LINE SECTION
LINE OF ROOF 5
POST DECK i, 3
20E0 - 17X9'
REAR PORCH I. r
® W7ROOF OVER y+II
BULKHEAD
.POST ® t
EXISTING I ®. D —REF.
GARAGE
II
7T
BEDROOM
BATH -
do FLusH _J 1 i GREAT ROOM SKYLIGHTS:
I I I VEL FS UX I !2(VELUX FS-308 FIXED
® I I i SKYLT. ® I SKYLIGHTS
REMOVE DOORS REMOVES lR.0.301/7'X55I/2"-
.-'FILL ® 1 11
04 RELOCATE
/POST _ _ _ —ELECTRICAL PANEL II 4X4 "
�' � _ _ _ _ _ _ _ _ _ _ _ If:'POST WLARCHED
. I CLOSET - _ _ _ _ _ {s".;_ _ _ _ _ _ _ _ _ _ — _ - GREAT ROOM - WND.OVER
CLOSET CLOSET® `\ ''INSTALLN991,7X 3�4• I (VAULTED CENTER DOOR SCHEDULE t
` CEILING)
IISHELVES
_ LVL BEAMS FLUSH. NUMBER (CITY �CODE
UNDER STIR$ a�STS ON EACH SIDE f� 1 _P I6RI(ANDERSEN)
I `W/SIMPSON HANGERS I — _ ' — -
{ I ��01 � 1 3-0 X 68 LH 11-IITE THERMATRU FIB.GLS.
{ F530&1 +a. i�—y.1 �THERMATRUFIB.GLS.6-PA_N_EL III
— 5 OPEN STAIRS WITH -
® ®® .RETURNEDTREADS I VELUXI _ 2
BEDROOM 5Kri7. DOS 1 2-0 X 6-6LH 6 PANEL MOULDED
9'-6'X 11' .'�&RISERS. I I
LIVING ROOM I DG6 1 3-0 X EG MOULDED PANEL BIFOLD
L _ _ I D07 1 5-0 X 6.6 MOULDED PANEL BIFOLD j
UP DOS 1--12-6 X 6-6/6-PANEL MOULDEDPORCH
I
EXTENSION 'o - iDO9 _t 1 12-6 X 6-6LH MOULDED 6 PANEL
4'WIDE n
WINDOW SCHEDULE,
NUMBER ,CITY DESCRIPTION CODE - -
15-0' WOO 3 DOUBLE HUNG EXISTING
1B•P W01 3 'DOUBLE HUNG -TW24310 -
FARMER'S PORCH
,� W002 �_1 j OBL CASEMENT- C23SIR -
30'X T '\ W03 DOUBLE kUNG MEASURE EXISTING&REPLACE '
E�CTION A! W04 I 4 j DOUBLE HUNG TW2446
(" — —� \ j 1 W05 4 !DBL CASEMENT-4C245-IR
REVISED 11/4/02 ��/ C06 11_ �DBLCASEMENT- C245 WITH CTC2 CIRCLETOP OVER
I 1 1/5/02 \ !LL
, - ;W07 I 1 'DOUBLE HUNG TW20-0HP41046-20
\ PORCH POSTS
i 11/20/02 --j j 4 X 4 BOXED —
rPROPOSED M
PLAN VIEWIIST j ADDITIONS/RENOVATIONS y
LEVEL FOR
SCALE 40*R' ( III
iBUILDETO CONFIRM ALL �-� If THESHANNONRESIDENCE
DIMENSIONS ON SITE 24 6TH AVE. -
--___ Ei.TION A'
—a--} W.HYANNISPORT,MA- ! o
ART DOLGOFF,BUILDER'
LW.BARNSTABLE_MA. _11' -
SHEET 1 j
_—ECTION A`
4—i
�ECTION A�
EXTENDED ROOF I ill 1
OVER REAR PORCH _-FULL ISORMER I .
r
r 17-9114• T-7 17-0 31C
01 a CT� BATH _ r
rx
7 r
GARAGE f OOF BELOW DOOR ULE
NUMBER BEDROOM e O O -
BEDRON MASTER
` LINE 1
BEDROOM GREAT ROOM ROOF 1 4
BIFOUD BELOW
1— 1$TC6�RAPXt7E1 _17X 16' L p03 7
® _ HALL ®� 1 2-0
LAUNDRY _ __ I SKYUGHTS:2NELUX 304,
vs3o4 I 1 vs3041 VENTING SKYLIGHTS:
I SKYLT.1 I SKYLT.I
I I vs-3o4 LINEN 1 1 �INFLUX 304 FIXED
T.
_ SKYLIGHT IN
ZI SKYL
® STAIRWELL.
I
CLOSET CLOSET R.O.30 U2"X 39"
ES1 v
ANDERSEN WINDOWS
4'-$'HIGH KNEEWALL —
WINDOW SCHEDULE
NUMBER I OTY IDETSCRIPTION CODE
EAVE SPACE - I W00 2 I SNGL CASEMEI_-TW24310 '
WOl1 SNGL UASEMElY
W02 4 DOUBLE HUNG TW2442
VH03 DOUBLE HUNG TW2432
PORCH ROOF BELOW .'SECT
l �
[REVISED 11/4/02 'S ECTION TION AN ~
e
II 11/5/02 ; ~--5 PROPOSED
L2 i I ADDITIONS/RENOVATIONS FOR
—11/ 0/02----- THE SHANNON RESIDENCE
PLAN VIEW12ND LEVEL DORMER
SCALE 1i4"=1' 24 6TH AVE.
W.HYANNISPORT,MA
IIIIUILD�ER TOCONFIRM ALL ART DOLGOFF,BUILDER i
-DIMENSIONSONSITE -W.BARNSTABLE,MA. J�SHEET
BA TABLE
a BEACH W
CRAIG VILL 'f'oy�
.,
r /p BP.UGE
Y c U.
AS/LOT 196 MURPHNon?9Y y � 9
A. M. 24 61134
AREA = 8000.0 S.F. 1 gNIT AR��
Vq
CgEE�
1 p p' FENCE lei
BENCH MARK 985 93
WATER GATE 41 176
EL=22.0 i `�� 26.3' LOCUS MAP
I 1'2 8 I .� GARAGE -Ic
-- w o SLAB w ASSESSORS MAP 246, LOT 134,
I wv DIR�TIJPRI VE 112 BATH-'i— t O PLAN REF,• 34123 LOTS 439 &441
tFl cv �o G— — 788 8. 7 22 P� - ZONING. .,RB..
~ b G 20 AS LOT ' « FLOOD ZONE.• ..0,.
0 b O 194 ens COMM.. PANEL#
21' 250001 0008 D
12.8 41 DATED..• 712192
r
Q T.O.F.=23'
TP p
2B.
O Op Ul W '
I O _ 7
a __- rz•9 SITE AND SEWAGE PLAN
" BRLA'VE 'I ROPosED OF ,LAND
<I 12.5 0 1° I _
j�ADDITION
' LOCATED AT
479
� 'rT
24 SIXTH_.A VENUE
C, w
WEST HYANNISPORT, MA:
y FENc100 PREPARED FOR,
�� 23 ART DOLGOFF
U. POLE
/ NO VEMBER 26, 2002
AS/LOT 135
/ SCALE- 1" = 20'
NOTE. NEW WATER & GAS LINE TO BE INSTALLED. YANKEE SURVEY CONSULTANTSUNIT 1, 40B INDUSTRY ROAD
P. 0. BOX 265
ELEVATIONS SURVEYED AND MAATCHED WITH..-C.I S MARSTONS MILLS, MASS. 02648
TEL: 428—0055 FAx 420—5553
PAGE 1 OF 2 .J# 53284 DCB
EL. -_2_3. 0
719P OF FOUNDATION
20' MIN.
10 MIN. CONCRETE.COVERS 4" SCHEDULE 40 P.V.C.
22 MIN. P17CH 1/B PER FT2"LAYER OF
CONCRETE COVER WASHED STONE
22.0
4" CAST IRON PIPE
6A/A 6MAX • / /
RN PLUMBING : : : (OR EQUAL] MINIMUM CLEAN
P/7CH 1/4 PER FTRISER
0 FRONT FLOW LINE 19.95 SAND
F HOUSE INVERT 1 10" 14
20. °° N
EL. 5 MIN-____-- ea�SFte' INVERT 6" SUMP LEVEL o ° ° 0 0 0 0 0. o 0 17 2
INVERT EL.=13. 75 INVERT INVERT ° ° ° —
EL._ > 0 EL.= 1_9_65 EL.=�_9. 45 INVERT 4' 4'
5 FOOT REMO VAL AROUND
1500 --GALLONS DIST�BUTIDN EL:=19_. _ LEACHING TO APPROX 42" ,
PROPOSED SEPTIC TANK WATER TESTED 1 .B' TRENCH FORMATION
7t� BE 26 X 2
6" STONE OF COMPACT IF MORE THAN ONE OUTLET ti
PLACE ON 6" STONE SOIL ABSORPTION
VIM
PROFILE OF DOUBLE WASHEED/STONE SYSTEM (SAS).
SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (11126102) ELEV.=_9_.0
NOT TO SCALE USGS PROBABLE WATER TABLE
G.LS WETLANDS 200 PLUS TO WEST ELEV.=
PERCOLATION RATE MIN./ INCH AT 48__ INCHES
�. OBSERVATION HOLE I ELEV.=22 0_
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0-10" A SANDY LOAM 10YR-3-2 U.S.G.S. ADJ.
10"-42" B LOAMY SAND 10 YR-5.6 WELL MI W 29
42"-13' Cl HARD TIGHT ZONE B
PERK
— PE
MEDIUM SAND 1 0 YR 7 4
_ MED •ADJ. 4.2
TRACES OF SILT OCT. 2002
GENERAL NOTES
NO WATER
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 719 D.E.P. P — 10,356 SOIL TEST
TITLE 5 AND THE TOWN OF -BARNSLIBLE_--- RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DATE OF SOIL TEST 11126102 SOIL TEST DONE BY BRUCE G. MURPHY, R.S.
WITHIN 6 OF FINISHED GRADE, OTHERS WITHIN 12
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: DA VE STANTON
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CAL CULA TIONS.-
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE r;.
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. INSTALL TWO EA ACME 3
4 ANY MASONARY UNITS USED 710 BRING. COVERS 7iD GRADE SHALL 500 GALLON LEACHING CHAMBERS NUMBER OF BEDROOMS
) BE MASONED IN PLACE. ' _ WITH.FOUR FEET OF DOUBLE GARBAGE DISPOSAL . NO
of 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH WASHED STONE SIDES AND ENDS TOTAL ESTIMATED FLOW 330 CALIDAY
DEEDED OR ZONING REGULATIONS. . OWNER/APPLICANT IS TO 26 X 12.8' ( R!2__GAL/BR/DAY x _3 _ BR)
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. SPACED ONE FOOT APART PROPOSED SEPTIC TANK CAPACITY 1500 GAL
G\ 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR ` SOIL CLASSIFICATION . 1
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE. 5 FOOT REMOVAL AROUND DESIGN PERCOLATION .RATE . . . 6 MIN.IN:
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING TO APPROX. 42" EFFLUENT LOADING RATE . . . . . . 70 GAL/DAY/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 340 GALIDAY
8) PARCEL IS IN FLOOD ZONE___C"_____. (H-20) RESERVE LEACHING CAPACITY . . 340 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _?46 AS PARCEL _134 . BOARD OF HEALTH TO INSPECT
--
PRIOR TO BACK—FILLING (26 X 12.8 X . 70J+(26 + 26 f 12.8+12.8 X . 70 X 2) 53284
WITH CLEAN MEDIUM SAND. SHEET 2 of 2 JOB NUMBER -
_ I YW•1210dSINNb/W M - . - , .s �(
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• - , DATE:
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DATEvi
- " � OR WING NUMBER ,
d
SCR—ON.• I ..
�E�A
. EXTENDEDROOF
. OVER REAR PORCH
30'-0' FULL DORMER - ..
16-9 Iw T-2 12'-0314"
BATH EO , wot - - t _ •... -
- TX
GARAGE I OOF BELOW DOOR SCHEDULE -- .
BEDROOM (NUMBER O,, J CODE ^ -
70•X 16 LINEN . MASTER. Iwo T 7�R6 X 61iLH -
"' ® BEDROOM GREAT ROOM ROOF D01 i 4-T BIFOLD '
12 X 16 BELOW - D02 / 2-6 X 6bRH PANEL I -
.2 O XT 6-6LH - r,
D04 1
® HALL ® t D05_I�_i 2-0 X 66 BIFOLD
DN
r vs_- . LAUNDRY SKYLIGHTS:2NELUX 304
SKYLT.
'SK ' VS-304: VENTING SKYLIGHTS:N.
vs3o4- SKYLT.; _ .. I iELUX 304 FIXED -
.."-
SKYLT. -____ 'SKYLIGHT IN
STAIRWELL. -
n _ a CLOSET - CLOSET _ .. - L_0.30 1/2X 39-
SSPIw CCESSP -- - -
.. 0 -
ANDERSEN WINDOWS
4'-6"HIGH KNEEWALLWINDOW SCHEDULE - -
.
- / � NUMBER LOTY— DESCRIPTION
EAVE SPACE �W00-�! 2 SNGL CASE_N1ENlj MN3310'
_
WO1 t_ SNGI CASEMENlIC12 -
- I W02 4 DOUBLE HUNG TW2442 -
e I W03 1 OUBLE HUNG LTW2432 - 't
j - PORCH ROOF BELOW (SECTION,
REVISED 11/4/02
11/5102 I SECT ON_A_
iPROPOSED
11/20/02 _j ADDITIONS/RENOVATIONS FOR
PLAN VIEW/2ND LEVEL DORMER THE SHANNON RESIDENCE
SCALE 1/4^=l' !24 6TH AVE.
_ W.HYANNISPORT,MA. .
BWILDER TO CONFIRM AL 'ART DOLGOFF,BUILDER ��-------- -
- DIMENSIONS ON SITE _� - i W.BARNSTABLE,MA.
F F
i
181S 12" 26A 314" 3'-11 1M' 6-1012"
--------------------- iECTION
I ------------------- I 5
I I
Q IiSECTION A`, I
I I I I i/I EXISTING
NG CONC.BLOCK SHORT
BULKHEAD
• '. I I. • - I I. _ EXISTIN /NEW .IOC AND V IIN FROM ALLNSTALL FOUNDATION�LTS B'
D
.5. I L-- ---�r---------_—__--------- --- -- --- CORNERS ,
I I; -
i —__--------_ -__--_------__T� --- -------.
- _ --- CONTINUE 4'RETAWING SHELF
- EXISTING GARAGE 1i .AND CONCRETE RETAINING
I FO_UNDAT19N _ - _ WALL '
m I I • REM OVE FND.WALL INSTALL -8"CONCRETE FND.
I I - EXISTING PARTIAL BASEMENT BLOCK RETAINING WALL WI
EXCAVATE FOR CONTINUATION TH
EXISTING HEIGHT 5'-T" - : T TOP FLUSH WITH EXISTING I. /•-
UP." - .F .- - OF PARTIAL BASEMENT TO NEW -:.CELLAR SLAB.NEW CELLAR -
ADDITION - FLOOR WILL BE 1B'-24"BELOW -
T-31/4' '4'--r 7B`�}�.c r' T3_' T-7- ' �- THE EXISTING CELLAR FLOOR. y -
I I 1 POINT LOAD FROM —kTB /
_ _
I I - I 11 r• :I ' I I ti I I I —
o • I I x — .—�_..—_,�. - ._-«�� 1•— q NOTE.STEP ADDITION
POCKET -
FFOUNDATION DOWN FROM
{POINT LOAo� TOP OF EXISTING FOUNDATION
I �FROMABOVEj 32XID GIRDER 2"TO ACCOMADATE2X10
I - ,EXISTING BLOCK INSTALL 6 NEW 30"X3D"X17 '�� -_ FULL BASEMEN( FLOOR JOIST$MEETING FLUSH
——————————————— RETAINING WALL `. DEEP CONCRETE PADS -I I '
WITH 3-17'LALLYS CENTERED, —_— �-i NEW CONCRETE _ i WITH TO OF EXISTING 2X8 P
I NOTE REPLACE EXISTING 4 X 6 I I R-ETAMING WALL 4'HIGH JDI$T$, r
`CENTER GIRDER WITH 32Xt0 I BASE OF CHIMNEYI
GIRDER
EXISTING CRAWL EXISTING FND.-'�
oL-----------------------_--------1 ..
.✓ I111 -----------------------__— —_----- q
• CIS-3'8"�7 •. .. .. . • r . _
ZVI
` 12'CONO PIERS �ECTION 11 -
r� 48'BELOW -
•
GRADE TO-
1 BOTTOM'
i ,
___ ____ ly__ __- _ __ V _ ___ __ 1� ___ ____
1V-T 34'-0' 16-Ir — REVISED 12/2/02
i
SECTION A. FOUNDATION PLAN PROPOSED
4 SCALE 1/4--$- ADDITIONS/RENOVATIONS FOR
BUILD ER
�--- TO CONFIRM ALL— --.- THE SHANNON RESIDENCE
`DIMENSIONS ON SITE I 24 6TH AVE.
Y — w e W.HYANNISPORT,MA.
ART DOLGOFF,BUILDER
W.BA RNSTABLE MA.
I
• _ L 'SHEET 3 ,
L
r $EC�N AI
BEYOND ROOF UNE
O C
- SEDGE OF DECK EXTENDS /SECTIOION A
:LINE OF ROOF'I S
-POST DECK
12'X 9'
' -a' • ® REAR PORCH
O
OF OVER BULKHEAD .
'
.POST
G ® EXISTING O (__i ® DW— —REF r
GARAGE
REMOVE WALL -
_ BEDROOM BATH O qO 2/9 W-X 13•4" -
111 X 11' _ LVL OVER
p ky FLUSH GREAT ROOM FS 308 SKYLIGHTS:
' ' ` a
+• ® _ _I VELUX; I2/VELUX FS-308
SKYLT ' ® SKYLIGHTS /
R.O.FREMOVE DOOR S.
ILL REMOVE 8 , �__—__ ,
30 1/2"X 55 1/
RELOCATE
4X4 � '. •:� • - .. -
_____——_--_�: --POST ELECTRICAL PANEL 4X4 - •.
`• I I R _ __ POST - W/ARCHED
CLOSET r - GREAT ROOM (WND.OVER ,
REMOVE WALL (VAULTED \CENTER
I - ( CLOSET CLOSET INSTALL 3/912'X t 3/4" - WND. DOOR SCHEDULE — -
1 LVL BEAMS FLUSH CEILING) I NUMBER :QTY ICODE
r
OPEN SHELVES HANG NEW 2X1O FD00 2 EXISTING -
( ..- UNDER STAIRS JOISTS ON EACH SIDE • -
i I W/SIMPSON HANGERS I ' '----- D01 1 PS 6R(ANDERSEN)
D02 1 _ 3-0 X 6-8 LH 1-LITE THERMATR IB U F .GLS
-- FS308, D04 1 —tTHERMATRU FIB.GL_5.6-PANE
5 OPEN STAIRS WITH .
BEDROOM :RETURNED TREADS VELUX SKYL7. DOS5 D0 r2
9'-6"X 11, B RISERS. , ! 1 2-0 X 6-6LH 6 PANEL MOULDED
® ® LIVING ROOM D06 7 30 X MOULDED PANEL BIFOLD -
- S0 X 6-6 MOULDED PANEL BIFOLD _
" PORCH - UP - - ^ ® D08 I 1 �2-6 X 6-6/6-PANEL MOULDED ,
o � _ —
' EXTENSION I D09 I 1 2-6 X 6-6LH MOULDED 6 PANEL
e +
a'WIDE , s
�. 4 0 WINDOW SCHEDULE
DEt- SCRIPTION CODE -
_ `J W00_ 3 I DOUBLE HUNG I EXISTING
f t5'-0• _ �te'-0" W01 � DOUBLE HUNG I TW24310 _ 1 - _ ..
L W02 D L CASEMENT- O235iR• FARME R'S PORCH
- 30'X 7' _ • W03 I 1 I DOUBLE HUNG I MEASURE EXISTING 8 REPLACE_ _
�SECTl-q1 4_I DOUBLE HUNG- TW2446
I--____--- - - +
REVISED 11/4/02 I W05 4 �DBLCr ASEMENT-aC24s+R
- W06 I DBL CASEMENT-LIC245 WITH CTC2 CIRCLETOP OVER
11/5/02 I __. - LW07 I t DOUBLE HUNG TW20-DHP4104620 _I
i L__11/20/02 ` ( PORCH POSTS
—__ 4 X 4 BOXED
PROPOSED
PLAN VIEW/1ST ADDITIONS/RENOVATIONS
LEVEL SCALE 114"=1' I FOR-- I THE SHANNON RESIDENCE I REVISED 12/2102
BUILDE TO CON L IFIRM AL - i
' DIMENSIONS ON SITE I ' ` - ^ 24 6TH AVE.
SECTION A'
E a i W.HYANNISPORT;MA.
ART DOLGOFF,BUILDER.
W.BARNSTABLE,MA. (j SHEE 1
.,
t
i
j
,.