HomeMy WebLinkAbout0398 OLD CRAIGVILLE ROAD a
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 24 Parcel OZ3 Application # 10
r r
01
Health'Division Date Issued
Conservation Division Application Fee
Planning Dept. F, Permit Fee
Date Definitive Plan Approved by Planning Board rf
Historic - OKH Preservation/Hyannis'_-'
-'
Project Street Address '��� 0r-6, v:t,.�
Village
Owner '640,6AAA PAii OA/ Address S140�5
Telephone 3-0'9 .'941--3'113
Permit Request _ 001U6-r"<,T 4 05�w bC-T, "rc!t> Gz4aAt.,r_, wir) STvb I o ar-l:ic&
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District Flood Plain Groundwater Overlay
Project Valuation Construction Type W-agb
Lot Size 3 Grandfathered: ❑Yes V No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(# units)
Age of Existing Structure l0,W Historic House: ❑Yes U(No On Old King's'Highway: ❑Yes �(No
Basement Type: Full ❑Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing Z new Half: existing new
Number of Bedrooms: 3 existing _new
Total Room Count (not including baths): existing & new 1 First Floor Room Count
Heat Type and Fuel: )(Gas ❑Oil ❑ Electric ❑ OtherM
.:
Central Air: #Yes ❑ No . Fireplaces: Existing New Existing wood/coal stove:' ❑Yes ❑ No
Detached garage: ❑existing Xnew size_Pool: ❑existing ❑ new size _ Barn ❑ existing ❑,new Rsize_
Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other:
Zoning Board of Appeals-Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review# '
Current Use Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name �i�uaru� Npf Q Telephone Number SaT 4"* Z_S_?4_
Address 12.2 License # O'3Fg 273 ,
�D-r L) I Home Improvement Contractor# _143 3s$
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
M
SIGNATURE DATE 1 /1/
i
FOR OFFICIAL USE ONLY
APPLICATION#
DATE ISSUED ,
F -
'} MAP/PARCEL NO.
;z
ADDRESS VILLAGE
OWNER
i
t
'f DATE OF INSPECTION:
FOUNDATION �ZII2 '
FRAME Ste- ? YL e.1 t ►L
INSULATION '�DJ3��t�rk--
'} FIREPLACE ,
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
r '
GAS: ROUGH FINAL
FINAL BUILDING
t
I' DATE CLOSED:OUT
ASSOCIATION PLAN NO.
Hof VF, -� Town of B.arnstable y:
Regulatory Services
BAaxsrABLE Thomas F. Geiler, Director
SASS. �+
E&6.19, Building Division �
Thomas Perry, CBO, Building Commissioner-
200 Main Street, Hyannis;MA 02601
www.fown.barnstable.ma.us'.
Office: 508-862=4038 'Fax: -508-790-6230Y '
PLAN REVIEW
Owner: FQ 11 D n Map/Parcel:
Project Address 39$ 014 Cri4ayi e I Builder.:.*
10
The following items were noted on reviewing;
♦
W FCVV\ 6.hCtktis4- r1o� Correct t Kt�w.el� e-,
y �.tl g TO r "11'►�tTcu M'74C104
0 Qd 1 o qm
E2eviewed'b�: -
Date:
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
www.mass.gov/dia
Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name(Business/Organization/Individual): 4Q Wr0rz:l 'L:�Lrls CLC.
Address: 1 S3 Co rw rz-��ua L- �'
City/State/Zip: M1450�S �'1��4 0l-64`� Phone-#: Sa T-
Are you an employer?Check the appropriate box: Type of project(required):
1. I am a employer with Z'L 4. ❑ I am a general contractor and I
6. ❑New construction
employees(full and/or part-time).* have hired the sub-contractors
2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling
ship and have no employees These sub-contractors have g; ❑Demolition
working for me in any capacity.ca employees and have workers'
tY• 9. Building addition
[No workers' comp.insurance comp.insurance.1
required.] 5. ❑ We are a corporation and its . 10.0-Electrical repairs or additions
3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions
myself.[No workers right of exemption per MGL
comp. 12.❑Roof repairs
insurance required.]t c. 152, §1(4),and we have no
employees. [No workers' 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 and then hire outside contractors must submit a new affidavit indicating such
*Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must providt their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: &6 644
Policy#or Self-ins.Lic.#: 0 0 5:9 Expiration Date: 41 m IZ
Job Site Address: 0 I(-,V I ur7 VZ� City/State/Zip:J•_U N/U S P QtT_
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 form of a STOP WORK ORDER and a fine
of up to$250.00 day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations a DIA for insurance coverage verification.
I do her c fy�nderhhepazhs-andpen ' s of perjury that the information provided above is true and correct
Si azure: Date: 1 Z 19
Phone#: c7Sr S�
Off ial e only. Do not write in this area,to be completed by city or town officiaL
OT, 7
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: Plione#:
Information and Instructions y r
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees.
Pursuant to this statute,an employee is defined as"...every person in tli service of another under any contract of hue,
express or implied, oral or written."
An employ %',is defined as"an individual,partnership,association,co ration or other legal entity, or any two or more
of the forego' engaged in a joint enterprise,and including the legal r resentatives of a deceased employer,or the
receiver or trus of an individual,partnership,association or other le entity,employing employees. However the
owner of a dwellin house having not more than three apartments and ho resides therein,or the occupant of the
dwelling house of an er who employs persons to do maintenance,co truction or repair work on such dwelling house
or on the grounds or b 'ding appurtenant thereto shall not because of ch employment be deemed to be an employer."
MGL chapter 152, §25C( also states that"every state or local licens g agency shall withhold the issuance or
renewal of a lice se or per 't to operate a business or to construct b tidings in the commonwealth for any
applicant who h not produ d-acceptible evidence of compliance. th the insurance coverage required."
Additionally,MG chapter 152, 25C(7)states`Neither the commonwe th nor any of its political subdivisions shall
enter into any con ct for.the pe' ce of public work until acceptabl evidence of compliance with the insurance
requirements of this ter have be, presented to the contracting autho ty."
Applicants
Please fill out the wor ers'compensati\ea
davit completely,by chec ' g the boxes that apply to your situation and,if
necessary,supply sub-c ntractor(s)namess(es)and phone n er(s)along with their certificates)of
insurance. Limited Liab 'ty Companie o ,imited Liability P erships(LLP)with no employees other than the
members or partners,are of required tw k�rs' compensation' urance. If an LLC or LLP does have
employees,a policy is re ed Be advat a�ffiidavit may be s witted to the Department of Industrial
Accidents for confirmation f insurancage. so a sure to si and date the affidavit. The affidavit should
be returned to the city or to that the tion for e p t or lic a is being requested,not the Department of
Industrial Accidents. Should ou have estions re d' the la or if you are required to obtain a workers'
compensation policy,please c the Dent at the a er ' ted elow. Self-insured companies should enter thenself-insurance license number the apte line.
City or Town Officials
Please be sure that the affidavit is mplete and printed legAih
artment has provided a space at the bottom
of the affidavit for you to fill out in a event the Office of 'o kne
tact you regarding the applicant.
Please be sure to fill in the permit/lic nse number which wias a number. In addition,an applicant
that must submit multiple permit/lice a applications in anyear,neebmit one affidavit indicating current
policy information(if necessary)and der"Job Site AddrapplicanIdwrite"all locations in (city or
town)."A copy of the affidavit that has een officially stammarked b or town may be provided to the
applicant as proof that a valid affidavit is on file for future or licensew affidavit must be filled out each
year.Where a homeowner or citizen is o finingalicenset not relabusiness or commercial venture
(i.e.a dog license or permit to burn leaves c.)said person requiredle this affidavit.The Office of Investigations would like to you in adv your co and ould you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone-and fax n er:
The C mnnwe of Massachusetts
Department of Industrial Accidents
Office of Investigations ;
600 Washington Street
Boston,MA 02111
TO. #617-727-49.0 ext 406 or 1-977-MASSAFE
Fax#617-727-7749
Revised 11-22-06
www.mass..govfdia
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Clienttk 61439 CAP99NT
ACORM CERTIFICATE OF LIABILITY�INSURANCE 0411501:1
'THIStERTIFICATE IS ISSUED AS A MATTER'OE INFOR1NATibN ON(,Y AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
CERTIFICATE DOES.NOT AFFIRIJIATIVELY OR NIEGATIVELY AMEND,E)(TEND OR ALTER THE COVERAGE AFFQ:RDED.BY THE POLICIES
`B..ELOW.THIS CERTlAcATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER.
MPORTANT:If C8 i ICate:ticlder. :an ADDITIONA INSURED, PVllcy(waj.must do andotsed.ff SU9 0 TlON IS WAIVED,sut ig to
the.terms and conditions of he poii:. ,ceitatn olieies cy p. nwy:roqulro:an rndorsemeriL A:strnantonthts'cerUflcate;doear+ot.canior:tigMs:to:the
certlflcatg holder In,Ilou of a ch
aopucrx _...
gn
Rogers:& rey InS. Iyrtlougf . a 508-74�,-3311 Arc,xer
A^
344 Court Street
P.0.Boz 3700 :
`Plymouth,MA 02361.3700
INEU._ S AFFORDING COVERAGE,... NA1C 0
iNsuRCD' IltSUR1'R'A Ar._i a rote0t(on t b 1700A..
Copew.ide Ente:rprls�aa,LC
INSURER.B: .. .. .: ..:._.. ..
J.P.Macomber:�:S.otts
. INSURER C 7
Pb Box 763
Centerville,MA 02632
e
S. CR71FiCgTE NUMBER:__.. REvl31gN NUMBER:.
"PHIS IS TO.CERTIFY THAT THE.ROLICIES.OF INSURANCE LISTCO CiELOW HAVE BEEN ISSUI D70 THE INSURED NliMEO ABOVG FQIi'7t1E t?OlIC1 PERIOD
INDICATED.NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT T.O WHICH THIS
CERTIFICATE MAY 8E ISSUED OR MAY.PCRTAIN,THE IN$UaANCE AFFORDED BY THE POLICIES DESCRIBEDJIE.QEM IS SV&MCT TO ALL THE TERMS,:
EXCLUSIONS AND.CONDITIONS Or SV.CH POLICIES:LIMITS.SHOWN MAY HAVE BEEN REDUCED BY PAIO CLAIMS.
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,Proprietors/PartnerslExecuttvm:OffTcerSiMernb4.m;Exetuded.:
Richard.Capen
(2"Attached Descriptions)
Critaa N �aI~` o t
SHOULD ANY.OF'THE ASOVE:DE`3ORIBED QOf;iCiES B..E CANCELLER 8EF
T)IE OW1RJlTiON 0,A7E'�EREO;F,NOTICE VYiLL f3E 0E4.tvERED:tti
ACCORDANCE WITH THg f omr PROVISIONS:
A, REPREbgXTAT1VR __.., .
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0 1988_2009
ACORD CORPORATIONt All rlphts:roso[Ved.
ACORD.25(2009109) 1 of 2 The ACORD name and logo are m9istarod marks of ACORD
#565874/M65871 LAT
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AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
Q Check
Compliance
1.1 SCOPE ✓
WindSpeed(3-sec. gust).................................................................. .................................................110 mph
Wind Exposure Category B 7
1.2 APPLICABILITY
Number of Stories ..............................................................(Fig 2)............................ stones <_2 stories
RoofPitch ..........................................................................(Fig 2) ..........................................._�.5 12:12 ✓
Mean Roof Height ..............................................................(Fig 2)................................................. 14ft <_33' /
Building Width,W...............................................................(Fig 3)................................................ _0 ft <_80' ✓
Building Length, L (Fig 3 ft 5 80'
Building Aspect Ratio (LfW) ...............................................(Fig 4)................................................ .ZS�5 3:1
Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ n <6,8„
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete.....................................................................:........................................................
ConcreteMasonry .................................................................... ................................................................ _ Z'
2.2 ANCHORAGE TO FOUNDATION1,3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing-general ..........................................(Table 4)............................................... J�_in.
Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... in.<_6"-12" -7
Bolt Embedment-concrete.........................................(Fig 5).................................................)0 in.z 7"
tl
Bolt Embedment-masonry.........................................(Fig 5)............................................_L_in. >_ 15„
PlateWasher...............................................................(Fig 5)...............................................z 3"x 3"x,Ya,.
3.1 FLOORS /
Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....................................
Maximum Floor Opening Dimension...................................(Fig 6)............................ 0 ft<_ 12'or L/2 or W/2
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................
Maximum Floor
Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... a ft <d ;
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................0 ft <_d _
Floor Bracing at Endwalls...................................................(Fig 9).................................................................... /
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)........................
Floor Sheathing Fastening., ••••••.•••••(per780CMRChapter55)....................... in.
Floor Sheathing Thickness (Table 2).. d nails at in edge i field
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 5 10'
Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................-7ft <_20'
Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................A in.<-24"o.c.
Wall Story Offsets ........................................................(Figs 7&8)............................................-(;L ft :5 d
4.2 EXTERIOR WALLS3
Wood Studs
Loadbearing walls........................................................(Table 5)..............................2x - ft 0 in.
Non-Loadbearing walls................................................(Table 5)..............................2x --ft P in.
Gable End Wall Bracing I
Full Height Endwall Studs............................................(Fig 10)..........................................................�......
WSP Attic Floor Length................................................(Fig 11).............................................Q ft_W/3 _
Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................W ft Z 0.9W
2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ..............................
Double Top Plate 7�//
Splice Length ........................................................(Fig 13 and Table 6).....................................J!k
Splice Connection(no.of 16d common nails)..............(Table 6)..........................................................
OWN OF BARNSTRE
74IZ _MP-1 112 Ptf r• 5
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AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'
Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................ Z v
Non-Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ J
Load Bearing Wall Openings(record largest opening but check all openings for compliance�Table 9)
Header Spans ........................................................(Table 9).................................. ft 3 in.5 11'
Sill Plate Spans ........................................................(Table 9).................................. .3 ft-5—in.<_11'
Full Height Studs (no. of studs)...................................(Table 9)........................................................ 3 ✓
Header Spans ing .....l Op..ning..(...cord.larg ,,,.., but check all openings for compliance Table 9) l
p ............ ............(Table 9).................................. 9 ft_in.5 12'
Non-LoadSill Plate Spans
Openings s record largest opening (Table 9).................................. ft 3 in.<_12" till
Full Height Studs(no.of studs)....................................(Table 9)........................................................3 _
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W / „
Nominal Height of Tallest Opening2 ...............................................................................6 4r 5 6'8"
SheathingType.... .........................................(note 4).....................................................WSP
Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3 in.
Field Nail Spacing..........................................(Table 10).................................................__& in.
Shear Connection (no.of 16d common nails)(Table 10)........................................................-
Percent Full-Height Sheathing.......................(Table 10)...................................................�%
5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)..................... _
Maximum Building Dimension, L
Nominal Height of Tallest Openingz.........................................................................1 0<-6'8"
SheathingType..............................................(note 4)......................................................3�
Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................; in.
Field Nail Spacing..........................................(Table 11)................................................. in.
Shear Connection(no. of 16d common nails)(Table 11)........................................................�
Percent Full-Height Sheathing.......................(Table 11).....................................................Zk %
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... ✓
Wall Cladding /
Ratedfor Wind Speed?.............................................................. ................................................................ ✓
5.1 ROOFS /
Roof framing member spans checked? .......................(For Rafters use AWC Span Tool, see BBRS Website) V
Roof Overhang ................................................... (Figure 19).............. ( ft<_smaller of 2'or L/3 7
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12)............................................U=z03plf
Lateral.............................................(Table 12).............................................L= 146 plf ✓
Shear........,�.,..... ................................(Table 12)............................................S=�1 plf
Ridge Strap Connections, if� of used per page 21..... (Table 13)..............................T=_plf _
Gable Rake Outlooker......................................... (Figure 20).............. / ft<_smaller of 2'or L/2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 14)............................................U= 41 lb. _
Lateral(no. of 16d common nails)...(Table 14).......................................L= Ib. ✓
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 aq 59)..............W.510 .7-
Roof Sheathing Thickness........................................... ........................................... in.>7/16"WSP ✓
Roof Sheathing Fastening ...........................................(Table 2).......................................................... /
Notes:
1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 18a
2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade.
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 Civet 5301.2.1.1)1
-MEN THIS EDGE RESTS ON
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t IAIL SPAO NC t
PANEL_
See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)'
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MAIL PATTERN PANEL
PAWL LWE DOUME NAIL EDGE SPACWG WFAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
vi.
( m.Ir ilk lnm
!_ cen.se CS-089273
RICHARD M CAPEN
1221WFI-N R 1W -
COTUIT M,4 02635 =
r•inim�c<umor _
11/27/2013
_ Officc of Consumer �ffrirs fi Ruxine.<Reeuletinn
HOME IMPROVEMENT CONTRACTOR
'•� Registration: 143358 Type:
Expiration: 7/8/2012 Ltd Liability Corpo
CAPEWIDE ENTERPRISES L.L.C.
RICHARD CAPEN
4507 R RTE 28
COTUIT,MA 02635 t'ndersccretary
Restricted to: 00
00- Unrestricted
1 G- 1 2 Family Homes
Failure to possess a current edition of the . h
Massachusetts State Building Code
is cause.for revocation of this license.
Refer to: WWW.Mass.Gov/DPS
License or registration valid for individul use only
before the expiration date. If found return to:
Office of Consumer Affairs and Business Regulation ,}
r 10 Park Plaza'-Suite 5170
. r
Boston,MA 02116
�st 1. I d wt�tsig'ature
Capewide
1/9/12
ENTERPRISESI LLC
J.P. MACOMBER & SON •Since 1928
153 Commercial Street
Mashpee, MA 02649
To Town of Barnstable Building Dept.,
For the proposed garage/study at 398 Old Craigville Rd. The
contractor will provide WSP (wood structural panels) protection
for all new windows. WSP will be cut and labeled for each
window installed.
Phone: 508.477.8877
Fax: 508.477.4977
Rich@CapewideEnterprises.com
Joao@CapewideEnterprises.com w
www.CapewideEnterprises.com
398 OLD CRAIGVILLE ROAD,WEST HYANNISPORT MA BOTELLO LUMBER CO., INC.
2011.2 Allowable Stress Design LOAD TABLE MSI: 0.81
NOTE: 1 PLY 1.750 X 14.000 LP LVL2950Fb-2.OE DESIGN CRITERIA VSI: 0.69
1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY HSI: 0.83
NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES
THE VERTICAL LOADS SHOWN VERIFICATION OF 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 15 PSF
LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD. FROM ' TO LOAD LDF TOTAL LOAD _ = 45 'PSF
THE RESPONSIBILITY OF THE PROJECT ENGINEER FT-IN-SX FT-IN-SX
OR ARCHITECT. UNIFORM ROOF LIVE SIDE 360 PLF 00-00-00 14-00-00 1.15 ROOF LEFT SPAN CARR. 12.00 FT
2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 180 PLF 00-00-00 14-00-00 0.90 - ROOF RIGHT SPAN CARR. 12.60 FT
LATERAL STABILITY. UNIFORM BEAM WEIGHT 7 PLF 00-00-00.14-00-00 0.90 -
3.DO NOT CUT,NOTCH OR DRILL LP LVL. - - DEFLECTION CRITERIA
4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: 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 I-JOISTS IS CODE COMPLIANCES - -
MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW _ REPORT f)
7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. ICC-ES ESR-2403
39"O.C.OR LESS. - - LOADS 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) '
T
14.000
SUPPORT REACTIONS (LBS): - -
MAXIMUM B E A R I N G N U M B E R - -
1 2 11.750
DOWN 3829 3829
UPLIFT --- --- CROSS SECTION
MIN BEARING SIZES (IN-SX)
3- 8 3- B .
MAXIMUM DEFLECTIONS
CALCULATED ALLOWABLE
LIVE LOAD 0.36 (L/460) 0.69" -
*DEAD LOAD 0.28" - 14- 0- 0
TOTAL LOAD 0.54"(L/303) 0.9111 "'THIS DRAWING IS NOT TO SCALE
Handling&Erection Miscellaneous Information LP LVL,LP LSL and CTR,LP I-Joist Specifications Software Provided By:
01I10/12 - 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 I-Joists except as shown
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 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
based on data provided by the customer. LP LVL,LP LSL and CTR,LP disclaims all implied warranties including the implied warranties of merchantability
Design Criteria I-joists 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 NDS.-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. affixed to be considered an Engineering document.
LP is a registered trademark of Louisiana-Pacific Corporation.
File:C:\Program Files\LP\Wood-E Design\2011.2\WOODE.SPX - -
,oETMErO,y Town of-Ba>rn* stable
Regulatory Services
MASI Thomas F. Geiler,Director
1639
'' Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis, MA 02601
www.town.ba rnsta ble.ma.us
Office: 508-862-4038
Fax: 508-790-623 0
Property owner Must
Complete and Sign This Section
If Using A Builder
as Owner of the'subject Property '
hereby authorize �Afbvilb;; r.....UP56 5 to act on my behalf,
,
in.all matters relative to work authorized by this building permit application for.
1
C/C/ V f
(Address of Job
ature of Own Date
Print Name
. a
If Property Owner zs applying for permit please complete the Hortieo w�aeits License
Exemption Form on the reverse side.
R
J
REScheck Software Version 4.4.2
Compliance Certificate
Project Title: Scalzi Residence
Energy Code: 2009 IECC
Location: Hyannis,Massachusetts
Construction Type: Single Family
Project Type: Addition/Alteration
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
398 Old Craigville Rd.
W.Hyannisport,MA
• .
Compliance:17.6%Better Than Code Maximum UA:34 Your UA:28
The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
���4_..,,11��1�._.._J�•C_yy.�� 1AI\IC1L:L� Maw ��Q, •t}�
Ceiling 1:Cathedral Ceiling — - -- -- --
Exemption:Framing cavity not exposed.
Wall 1:Wood Frame, 16"o.c. — — -- — —
Exemption:Framing cavity not exposed.
Window 1:Wood Frame:Double Pane with Low-E 78 0.300 23
Door 1:Solid 20 0.250 5
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space — — --- — —
Exemption:Framing cavity not exposed.
Compliance tement. The proposed building design described here is consistent with the building plans,specifications,and other
calculation bmitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in
RESchec er n 4 .2 and to com%'�ly with andatory requirements listed in the REScheck Inspection Checklist
rz Zgf fl
Na - c Signature D e
Project Title: Scalzi Residence Report date: 12/16/11
Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Scalzi.rck Page 1 of 4
t�
REScheck Software Version 4.4.2
Inspection Checklist
Ceilings:
❑ Ceiling 1:Cathedral Ceiling
Exemption:Framing cavity not exposed.
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,16"o.c.
Exemption:Framing cavity not exposed.
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor:0.250
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space
Exemption:Framing cavity not exposed.
Comments:
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,'and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
Project Title: Scalzi Residence Report date: 12/16/11
Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Scalzi.rck Page 2 of 4
o s 1
(0 Comers,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
Lj Building framing cavities are not used as supply ducts.
All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
❑ Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area.
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 U.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area.
Temperature Controls:
❑ Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle.
Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load.
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Heated swimming pools have an on/off heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Project Title: Scalzi Residence Report date: 12/16/11
Data filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Scalzi.rck Page 3 of 4
i
V J
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage—15
(d)50 lumens per watt for lamp wattage>15 and—40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's').
Certificate:
Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD:(Building Department Use Only)
Project Title: Scalzi Residence Report date: 12/16/11
Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Scalzi.rck Page 4 of 4
Jan. 11. 2012 4.42PM Hyannis Marina No. 0478 rP. 1'
1/9112
To whom it may concern,
The intended use for the proposed garage/ study at 398 Old
Craigville Road, is as a personal study. I am currently studying
accounting, and I would like a place to get away to study and read
without distraction.
Thank you,
Barbara Fallon
Owner
398 Old Craigville Rd.
W. Hyannisport
SMOKE DETECTORS REVIEWED
,f R E BUILD�116--'-DE-PT DATE
FIRE DEPARTMENT DATE
BOTH SIGNATURES ARE REQUIRED FOR PERMITTING RIDGE VENT
12 — —
c.
��� ❑� 000 000 0
T 000 000 01:10 000bo
o
FRONT ELEVATION
-0o
LEFT ELEVATION
RIDGE VENT
12
0
ro =
o�
REAR ELEVATION
RIDGE VENT
12
FLEXIFRAME
0
ao
a�
RIGHT ELEVATION
y
24'-0" 14'-0"
12'-0" 12-0" 3'-0" 10'-8 1/2"
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WORKSHOP DN TO I ucn I
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5/8"TYPE"X"GYPSUM APPLIED
TO ALL WALLS AND CEILING CATHEDRAL . d
COMMON TO LIVING AREA -------------- ----------------------------
o
IN GARAGE
2-CAR GARAGE OFFICE W
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MATCH TO EXIST. y
A SKYLIGHT IN F.R. A
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ID
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1 1 1 1
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6'-6" 111_0" , 6-6" 3'-0" 6'-6" 4'-6"
24'-0" 14'-0"
38'-0"
FIRST FLOOR PROPOSED
38'-0"
14'-0"
•--------------------.---------------------------------------------•
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CONT.CONC.FOOTING
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10"CONCRETE FILLED 9
DROP AT GARAGE DOOR a i SONOTUBE 4'-0"BELOW
Town of Barnstable
y�fSHE Tp��O� Regulatory Services
Thomas F.Geiler,Director
&A MSTABIA •
9 MASS. . Building Division
s6g9.
pTE0 M A Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601 y
Au tj -z Fax: 508-790-6230
Office: 508-862-4038 3
PERMIT# FEE: $
! SHED REGISTRATION
120 s uare eet or le s.
Location of she a dress) Village. /
Property owner's name �Tehone number
Size of Shed '' Map/Parcel#
Signa e " Date
Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction?
Conservation Commission(signature required) L IZ
PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE
COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.
PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS.
THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN
Q-forms-shedreg
RFV:121901 '
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Complaint Number: 1605 x Tak n liv. ULDN_ G SVIC_I -
Date: 1 3 2000 -Map/parcel:
Referred to: _ ULLQJN—Q
SUBJECT OF.COMPLAINT #}
Business/OCCupa t Name: FALLON -
Number.j 398 µ Street: CRAIGVILLE BEACH RD. u
___.
Village:
COMPLAINT INFORMATION." 4_
Complainant's Name: ANONY
Address: -
Telephone-Number: ._ x ,.
Complaint-De'scription:._ RUNNING ILLEGAL BUSINESS FROM .a..
x.
HOME --------PARTY RUNNING BUSINESS .
r IS A TENANT. :. s
Actions Taken/Results: SENT P.C. TO OWNE R.
ry ._
Date Closed:
C `4 e
Engineering Dept.(3rd floor) Map-, Parcel 0a 3 �`�' Permit#
House# Date Issued 9,7
Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) -147 � Z Fee �,� �91,3
Conservation Office.(4th floor)(8:30- 9:30/1:00-200) j q---I- �$
h. dmin. Bldg.)
se
P-tafl-Approvea Dy Planning Board '
19 14
��
w °g ,
_ R B�RNSTA,LE,
6 9'
.TOWN OF BARNSTABLE 'F° ''' °
Building Permit Application
Project Street Address /D C9446 li/f 6s- 7_)W Jd)J a 3A
Village 0& _1t,L4 LL6:7_
Owner A� z! A 11a Address
Telephone 5, - 771
-Permit Request V) ) L 6 p ' 2 Z '
First Floor square feet Second Floor square feet
Construction Type
Estimated Project Cost $
Zoning,District Flood Plain Water Protection
Lot Size i Grandfathered ❑Yes ❑No
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House ❑Yes , o On Old Kin 's Hi hway ❑Yes ave
Basement Type: ull ❑Crawl ❑Walkout ther /Cvigs f p��,u
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: Existing�_ New Half: Existing (? New G
No.of Bedrooms: Existing New ,3
Total Room Count(not including baths): Existing New - 6 First Floor Room Count
Heat Type and Fuel: gas ❑Oil ❑Electric ❑Other
Central Air es ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ®-
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)
❑Attached(size) ❑Barn(size)
one ❑Shed(size)
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
i
Commercial ❑Yes If yes, site plan review# -
Current Use Proposed Use
Builder Information
Name Telephone Number 9`6 F//,?
Address License#
Home Improvement Contractor#
Worker's Compensation#
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
YSIGNATURE DATE_
BUILDIN( PE MIT DENIED FOR T FOLLOWING REASON(S)
FOR OFFICIAL USE ONLY
PERMIT NO. j
DATE ISSUED "i
MAP/PARCEL NO. j
ADDRESS VILLAGE i -
OWNER
DATE OF INSPECTION:
FOUNDATION cr
a lei
FRAME
t ,Z Q7
INSULATION r.._
FIREPLACE
ELECTRICAL: ROUGH FINAL f
PLUMBING: `,ROUGH FINAL
GAS:' ROUGH FINAL rr
FINAL BUILDING .� f
DATE CLOSED OUT
ASSOCIATION PLAN NO.
-f
5r �5
5r 15 - - - -
HER]
TOP OF FOUNDATION --
FRONT ELEVATION
I
1&2'-4 11i
I
ELI]
LO-11 Ell]
FIRST F100 .
1 - . . ..
10 1
� 2X10 GIRDER
.. - 10" CONC. FIG. 4T
BELOW FINISHED GRADE
SIDE ELEVATION B SIDE ELEVATION A
DESIGN & DECOR
130 MAPLE ST. sn ses tsse PLYMPTON, MA.
; FALLON—SC, BARBARA—MARIE
398 0 G RD. W.HXAMSPORT
10'X 22 ADD. & REMODEL 3—SEASON
tt: SCALE (=1'-0" d.Y.BLACK I7-3t-97 1
•I ,.
i GENERAL NOTES -
- - - 1. ALL HEADER FOR WINDOWS AND DOORWAYS NO WIDER THEN
- 3'-O• TO BE 2-2X8 HEADER WITH 1/Y PLYWOOD SPACERS,
- - - 2. ALL OTHER HEADER TO CONFORM TO LOCAL AND STATE BUILDING
CODE
N
- - -3. PROPER ROOF AND SOFFIT VENTS TO BE INSTALLED
- - 4. R-13 FIBERGLASS INSULATION OR BETTER FOR ALL EXTERIOR
WALLS -
2 iv 5. R-19 FIBER GLASS INSULATION OR BETTER FOR FIRST FLOOR
AND CEILING WHEN NOT CATHEDRAL OR VAULTED.
2'-17 1/Y '-7 1/Y 3'-5 I ] 1 6-(r 6. ALL CATHEDRAL OR VAULTED CIEUNG TO HAVE R-30 FIBER GLASS
- INSULATION OR HIGHER AND 1 1/2 OF.AIR SPACE AGAINSTS PLYWD.
# BB AA 7
_ C 2 6' (r
li co li N
d r I.
ti 13 b• 'i �_J
ii .I I N 6' - -- -
. EXISTING RANCH 'Y� 6 WET WALL AI.S;El nvNEVRAL mnoe
DN
unm+Mir
N —_ _— _______—_—_ _ _ —_—_—_ _—_ ____—_ — '
7 _ — • \.END OFm ING O. ..
HOUSE -
I�
CLOSET
...
. - CLOSET g•-0r a - ..
I FLAT
CEILING. x
- BB - 21'r4" _� D
s/t.x i� cao
FRONT 5' CA HE
i WAOM TO I3Elbaw 1/Y H TT�m
I
28310 MUSP404 28310 _ .. .... _
UNIT
AA
}
L3—r 7
FIRST FLOOR .
DESIGN �c DECOR
130 MAPLE ST. w-sas--PLYMPTON, MA.
v F3A98LC BARBARA
—MARIE
RALJL
- LD. W.HYANNISPORT,
101 22 ADD. & REMODEL 3—SEASON
1 SCALE I m=1'—(r I PULACK 7-31-97 1#2
y 6'.
0.
r
'_
- - • _ - 2X70.RAFTER 16'O.C. 2X8 RAFTERSI6"O.G.DGE VENT
.. _ 2X12 RIDGE BEAM - 2X4 STUD 2X12 NEW RIDGE BEAMS -
' 2X,0 RAFTERS WOw/.C.' '/ - - r.
- 12 F C PLYWO" R-30 F.G.PACEINSULATIONT R
''12 AIR SPA N ?•., - - f 1/Y AR DACE AGNNST FL110.
Sf— 0,0`
/e'CDX PLINJD. E .''" Ew 2X10 RAFTER 1GO.C.
c
s PHAULT SHINGLES FAIM omfDPotL /g COX PYWD. "
f .. .. _ _ _
R-19 e.G.MHIIAlitltl �1tSPHAULT SHINGLES -
z-z)( HEADER
2X4 STUDS JIMC.SIMPSOM 2-1 ..
c OFFIT VENTS M CROP 1P -13 F.G. INSULATION
BEAM 1/2'-CDX!PLYWD. .
. - - - FTE CEDAR SHINGLES
-13 F.G. INSULATION _ - -
1 F
NG SLAB 3-2X12 GIRDER -19;F.G. INSULATION
i
177
ISTING FOUNDATION 1
y� POURED CONC..
4'-Cr(MIN. -$ -
x SECTION B SECTION A '
N '&
DECOR
.. GS"p, sn-se�+abee P YMEPTONo1(A
.• .. MAPLE .t ^i.
.
FA=N—SCALZI BARBAIU—MMIE
0'X 22 ADD. & REMODEL.3—SEASON c
_ 9CAIE =I J.Y.BLACK-O" 9—S197
fi t..
k.
u
r� 1 '
JOB l U OLD 64"V'" t4 KV
DOMENIC W. DeANGELO P.E. SHEET NO. ' of
5 Michael Road
EAST BRIDGEWATER, MA 02333 CALCULATED BY nL�b DATE
PHONE/FAX (508) 378-9602 CHECKED BY DATE '
/f
SCALE
........ ... .j. _.. ....... ..... .. ...... ......
'L � n
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........
psi (
...
ts
M1
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........
141
_ ..
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........... . %lU t
7.
....
IA
_..
....... : . ....
IN OF
_G
DeANGELO
;...STRUCTURAL;
AX0 36Q62
...
..... ..:.. .
...
•c
Y PRODUCT204-1(Sin0le Sheets)205-1(Padded), -
M
/y1 � EPTI� SYSTEM MUST` BE
Assessor's map and lot number .......... . .. INSTXL.LED IN COMPLIANC8
p- 7S' G/� ' WITH, ARTICLE 11, STATE
SANITARY CODE AND TOWN
..Sewage Permit number ..................................:....................... ,- ��
Fe:GIULATID,,:S.
��Py°`T"E'°�♦� 4. TOWN : - OF BARNSTABLE
Z HAMSTLUE, i
y Maas
�p 039. \�0
oNaYa. BUILDING ' INSPECTOR-
APPLICATION FOR PERMIT TO ..........:.I...) ..�j. '!R.IR..... .L. ..0. ...................:.................
TYPE OF CONSTRUCTION ................2. ..L.. .............
e �..�.....;, ...............19 7.
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according top the following information:
Location ............. ...4..6.....�..R.. '�..r�1�../..`.6' .:�r..:.... .. .D...4.......
w....�.v..� �.!N1..�. ..d......"
ProposedUse .................f�.Vip..up.!k-•. 1;n..,%............................................. ............................. .........................
Zoning District ........ ......Fire District ® '
Name of Owner ..).�. 'n.�/� tp.(d,,.�}... •1'6'4�aJ....Address
................... ................................................
`� ,,
Name of Builder r!!!�.�1 . �.4.!�Address V
n
Nameof Architect ..................................................................Address ....................................................................................
Numberof Rooms ...........!r................................................Foundation ..........2.. ........ ...... ............................
Exterior ....a.h. ..............................Roofirig .........:.. .'�..1" ��. '- :.:...............................
Floors Interior �......'`. S
Heating ....... .....Plumbing .....................................................:............................
Fireplace ........................N.:..................................................Approximate Cost .........z-....`....p..o-�!' ......... ..
Definitive Plan Approved by Planning Board ________________________________19________. Area '.
Diagram of Lot and Building with Dimensions Fee 7........../......... ........
SUBJECT TO APPROVAL OF BOARD OF HEALTH —Rmo Cdy OwAir,2
I hereby agree to conform to all the Rules and Regulationsaewnf Barnstable regarding the above
construction.
Na ............................
.� ....................... ....
Fallon, Barbara ' -
20116.... Permit for Qzle...ato.xy t
sing.le family, dwe1.l.in.g...............
..
328 Old Crai. ville Road
Location ...... .. ......................YW.......................... + �-
n ,...................
Owner ..............................................B ....................
Type of Construction frame,,,,,•,•„•......Plot ............................. Lot ................................ s ��
Permit Granted ..........Apri1.�19:..-1l9 78 `^
.;
date of Inspection -- 19
Date Completed .'L: ,....... .. ... . 19 7
~T -
PERMIT REFUSED
... ..................... ......... .... . . ....... 19 t .
.............................. ..................................................
........................................................... ...................... r;T• , + � �: - - `
... .... .......................................... .......... ......
........................................................ ...............
Approved ................................................ 19 .
. ...............................................................................
' ..................... ............................................... ......
a
PLOT PLAN OF LAND
CLIENT FILE NO. 1938a DEED REF: BOOK: 2691 PAGE: 120
OWNER: BARBARA MARIE FALLON & KATHRYN A. FALLON PLAN REF: BOOK: 103 PAGE: 75
ADDRESS: 398 OLD CRAIGVILLE ROAD LAND COURT CERT. OF TITLE:
WEST HYANNISPORT, MA LAND COURT PLAN:
ASSESSORS MAP: 247 PARCEL: 23
Opp
`. �rdlre\dl
O\O lD A0
Zp5
d
a
C
0
ao ' cfl
d "Cp
o�
MAP 247
tiy0 Z PARCEL 22
o
0 0
rn
#398 w
EXISTING 14 EXISTING o
DWELLING FOUNDATION
EXISTING �p 3'
e�a1� DECK N�
MAP 247 3$ w \ IpNlfrdl
PARCEL 23- -_ •y i _
16,230 S.F± Si
EXISTING 59�
DECK
MAP 247
PARCEL 209
�o O"
MAP 247 00 ��
PARCEL 24 0(
MAP 247
PARCEL 208
ZONING DISTRICT: RB
SETBACKS:
MINIMUM AS-BUILT
FRONT=20.0' 59.8'
SIDE= 10.0' 10.3'
MAP 247 REAR= 10.0' 10.3'
PARCEL 10
FOUNDATION AS-BUILT PLAN
I hereby certify that the lot comers, dimensions,and setbacks to the JC ENGINEERING, INC
existing foundation as shown on this plan were based on a field,
instrument survey. Conformance to local zoning bylaws shall be 2854 CRANBERRY HWY., E. WAREHAM, MA 02538
determined by Zoning Officer.
TEL. (508) 273-0377 FAX. (508) 273-0367
DATE: FEBRUARY 1, 2012 SCALE: 1" = 20'
�SN Or 61ASSgcy�F�
G
JOHN L.
CHURCHILL JR. o
o No. 66
Fss�F ST 5
AL A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL
NUMBER 250001 0008 D DATED 7/2192 HAS BEEN
CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS
EXISTING DWELLING AND EXISTING FOUNDATION ARE IN FLOOD
ZONE C
JOHN L. CHURCHILL JR., PE, PLS DATE JOB #1938a
' I
PROPOSED SITE PLAN
CLIENT FILE NO. 1938 DEED REF: BOOK: 2691 PAGE: 120
OWNER: BARBARA MARIE FALLON & KATHRYN A. FALLON PLAN REF: BOOK: 103 PAGE: 75
ADDRESS: 398 OLD CRAIGVILLE ROAD LAND COURT CERT. OF TITLE:
WEST HYANNISPORT, MA LAND COURT PLAN:
ASSESSORS MAP: 247 PARCEL: 23
NOTES:
1.) THIS PROPERTY IS LOCATED WITHIN THE RESOURCE
PROTECTION OVERLAY DISTRICT.
2.) EXISTING DWELLING CONTAINS 3 BEDROOMS. ONE
OF THE 3 BEDROOMS SHALL BE REMOVED AND ADDED
TO PROPOSED BUILDING. NUMBER OF BEDROOMS FOR �O
THIS PROPERTY IS THREE(3)TOTAL. EXISTING SEPTIC
SYSTEM WAS DESIGNED FOR 3 BEDROOMS TOTAL.
��0�(1 EXIST. CBN G�����E �I Gg1037x5 lf�
�� GRATE=36.0't � / / d�`�
�Q `gyp o p,5p E ��° ��`-",�
O 36x3' c1'f12 , �\ aLO
't5. p � �� �
n.
PROV'D 6" MIN. 36x2' �$ \ o
CONTRACTOR TO TIE NEW 4" PVC SCH. 40 CLEARANCE i _
PVCE PIPE FROM PROP. BLDG INTO EXIST. i c Fi ro
SEPTIC TANK (PROV'D 1% MIN. SLOPE) o, TOORADE GRADE a
7x9'
EXIST. 1,000 GAL. SEPTIC J� ' � — ' � MAP 247
TANK (approx. location) NEW 4"PVC SCH. 2� PARCEL 22
37 p��i QP��G ` 40 PVC(1%MIN. /� 2
SLOPE)
> 3'
�pGOGJyN M� #398 o gyp.
EXISTING
3-BEDROOM AN 1 PROP. 37x
DWELLING GARAGE/STUDIO a
���� L.P. 9 �1� � � TOF=38.0'± N� TI =38.3' 37x6'
r, �/ / EXISTING 3' SLAB�L. =37.7' Exls
.Q re�al� GUYWIRE — DECK 6 A
MAP 247 3a 37x1\' IpNI{�al
PARCEL 23 y `r
A'IST. 1,000 GAL. % 16,230 S.F.t `� S��a2p r�p"�N EXISTING SHED TO
LEACHING PIT WI
2' OF STONE 1 � 1 EXISTING 1 a —37 59 BE RELOCATED
(approx. loc.) — \ G�\�� DECK a v
EXIST. D-BOw -� � Benchmark MAP 247
--(approx. loc.) ] Elev. =38.00
d/ ���` Nail in Fence'Post PARCEL 209
stip �tG Approx. M.S.L.
—36 --� ef" / 6xT
MAP 247
PARCEL 24 /
MAP 247
PARCEL 208
o.
i
35xT
ZONING DISTRICT: RB
SETBACKS:
MAP 247 MINIMUM EXIST. PROP.
FRONT=20.0' 27.4' 59.8'
PARCEL 10 SIDE = 10.0' 38.8' 10.3'
REAR= 10.0' 26.3' 10.3'
1 hereby certify that the lot comers, dimensions,and setbacks to the JC ENGINEERING, INC
existing dwelling&proposed building as shown on this plan were
based on a field instrument survey. Conformance to local zoning 2854 CRANBERRY HWY., E. WAREHAM, MA 02538
bylaws shall be determined by Zoning Officer.
TEL. (508) 273-0377 FAX. (508) 273-0367
DATE: DECEMBER 14, 2011 SCALE: 1" = 20'
11
JJOHN L.
CHURCHI11 JR
�� N •4806 0
�► r A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL
s' /STE NUMBER 250001 0008 D DATED 7/2/92 HAS BEEN
CONDUCTED AND TO THE BEST OF MY INTERPRETATION, THIS
r 7-& EXISTING DWELLING AND PROPOSED BUILDING ARE IN FLOOD
ZONE C
JOHN L. C CHILL JR., P.E., P.L.S. DATE JOB #1938
H
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- � PVC OR � � Q
FLR4-4. I
GAL. 4"�_�— : t + m • + a e t i
t REI N FORCED
' A LEVEL STABLE 8,=..
SEPTIC TANK o
TO bE INSTALLED G ' t . • • • v i f s R • , m i
(l! � Y LEVEL STABLE BASE {t �
tt tt / tt •-� t i • / e i i • • t t ,}
-I 8- If 2: WASHED PE�,S ,Vi= A
AROUND FREE OF IRONS, -iN
BRICK COURSES AS ! -�
j - REQUIRED aG BRING COVER TO GRADE
AND DUST IN PLACE
24"C.I. MANHOLE COVER a ' t- 3A " TO f-1/2 "WASHE" CRUSHEDLEACN NG PIT I
_
a FRAME - SEE DETAIL STONE ALL AROUND FR=E OF 3A.SE -0 BE LEVEL
k r; 7
,. S D D FT .N
�. >: IRONS, FINE AN
PLACE`
ADE
' Y5'cAA PROFILE
711
-3xait;t't , �S�.a/ �.+�",a„.r•"'•• �I.;.t ,a V.o '- .�. "_�•���y_�
} >4T P L R C. RATE: '�, L. M i N J I N�
S: S T J
(�.r �3'c'"'�' j .�6:''f^ :\:t r •.?.y! t C:. -r <— L} a- i 1. `v SEE
E . t^� i
r .F d'" 'i '.`. ::: „n:.:u' ''- e .,F` .T . ,=4- i.,,•-:-' *` .�(Z1s Y f l wa 1.7 7, .. y� T - { M P 7� i" - T•4:' r f . '
�o FGR iNV c
SY�7E lC, .LE eY . C. D POHR
t�
,_i N�. > \ t n �. r D P� i'.E�,I,l i._ L'
OPt'NINGS `�1U; 4-i/$n vb+I'i,�E. S. ! Y:� � _
S 8
{{ Q
w
OU E:
� R � 3j � J A
7' b iN'�iDE DIA. 0 8 ! EST 1T-GIdD ELEV. + .
° J ` . , r ®
a
-711
I> _ _
,yam �° �.�• ` _ 3�ih ' )j) ' a . '_� 1 r ,'v.G..• _ aT'
L �s r•„
p
1 j rT .,::.. ✓ l- �-<"'..� !�, R�,; 4[ llja t i —r� � - �� -"TSr ���• -.,... - �
01,
afl-
Z :a
a
ZE
1 , L — ✓" .t �.r — —_ r EFF . CT; � _ D3A. SOT. _, HO . _
SC1h
� d LEACHING P1T SEL_r'a "N
t; _- � �.,�,••• '""r."rr"w"ei'°`'�'`. .I+t.�'-- � -�� a i `~..�..w.�..a®._.�. '3 .•- --... > ...__..r.r�.,:.. ^�
\ Q 1 i
NO SCALE D E 3'G N L ATA .
�E: DO NOT R'-.." HEAVY E0� PVC N_r CV-7R STE1�! S �.
NO OF BEDROOM �
DISPOSAL
_EACHING PIT N0T T DAILY h Y r r_. '� �� TOTAL L EFFLUENT GALS ,
L�iT L _;` I ' �< 1_' 1 . CONC. TO 9E 4000 �.S.N a 28 DAYS . SEPTIC TANK fir, ��' AL.
A � a._._.. j 2. R E I N F W 6 " x 6 # "A. ` '. W_ P. .
I
3. 2 `AND 4 ' SEC`T3ONS ARE AVAILABLE FOR GENERAL NOTES
N GREATER DEPTH REQUIREMENTS
N . ALL SYSTEM COMPONE' TS SHALL BE INSTALLED IN
NOTE: ACCORDANCE WITH TITLE OF THE STATE SANITARY CODE
EXCAVATE ELEV.'` aOR LOWER �"S DATED JULY 171977 aANY LOC..L RULES APPLICABLE.
f REQUIRED TO REMOVE ALL LOAM AND CLAY CONTAINING 2, ANY CHANGE TO THIS PLAN MUST 8E APPRD_ BY THE
MATERIAL BENEATH F, REPLACE EXCAVATED MATERIAL BD- OF HEALTH, AND CHARLES D. SPOHR.
WITH GLEAN,CLAY FREE JRAVEL, MECHANICALLY 3. WHEN CONSTRUCTION IS COMPLETED PRIOR TO N°,ACKrILE'.N G
COMPACTED IN PLACE. NOTIFY THE ENGINEER FOR INSPECTION. N
SIDE AREA. = ► ` S.F. S. F ".AL =GALS
Fi_)I_ _ r=rA` ',I i �} 4. FOUNDATION ELEV. MUST BE CHECKED WHEN COMPLETED.
E i }t. IG NEr�IJ• - 1, =+._ — z" BOTTOM AREA= S.F.�_S. F/GAL GALS
s 5. THESE ELEVS. MUST NOT BE CHANGED W!THOU"r %,'/RiTTEN
FI NI �_-ARSr F! CC` , {`: FL�V. j� C:Ct' TOTAL AREA —` S. F TOTAL 5 �. GALS
AF=FOVAL BY CHARLES D. SPGHR.
I Tr1' v^�.f,J WATE•,� <aVA I t-A-SLy C c �- 6. FOUNDATION INSPECTION READ. WH1=N EXCAVATED. 1
.— -r r-- L
! + 50.0, EXIST GROUND ELEV.
50.0' FINISH GROUND ELEV."UNDERLINED"
•-'.� S Lj�4 v', -}- ° 4 7 5 a PIP c -1 v G A 1
E INVERT. ELEV.
0 TEST PIT LOCATION SELVAGE DISPt:, SAL SYSITE "
FOR
a, SEPTIC TANK F"
I a:\t�_T f ,i`, ►C... ?-f!ZEE'ir +`w`-~ - _ <t,a I: __ '�. d�. PCI2T G !�`, F '�>S T R t 8 U T 3 C N B 0 Y --�_ r'T�y ..'-� . C _�
L Ci GK. +. P t / "/ ! i. - ...`a tir'I~S. T Y A i�te1 6 5 S�C7 R T C 4 i P! P h �✓'r�
..
'a F� f..
-0I AL_c FAR 1R1Y+ {'
- :ti N � L R
4 SIT. . !BER P?P� - TIGHT jOINTS vHr� �77
1" � �: a T
--- -- --- PROPERTY LINE , \' DESIGNED C•D.,r-'"--= ' :)ATE SAFE iti* ai. Rai DRAWING N4
.S j
`c MIN. CvDE DISr= '.'CE DRAWN: C, S, SCAL.E:ASSHOWN ji t
,•, + ii
CH ECK ED: .• L,.