HomeMy WebLinkAbout0034 SOUTHGATE DRIVE a4 Sa�dd.�a�e `��
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parce Application
Health Division "" a Date Issued ?!`Z
Conservation Division € .� Application Fee �®
Planning Dept. - Permit Fee !�
Date Definitive Plan Approved by Planning Board
Historic.-,- OKH _ Preservation / Hyannis
Project Street Address : ® or, '� ea
Village
Owner IPA c /Om"Of Address (u-)6,T1 ft ksm nr- 41AM 144
Telephoned
Permit Request I L lT ®f
Square feet: 1 st floor: existing Mproposed 1613 2nd floor: existing !0 proposed Total new t
Zoning District Flood Plain Groundwater Overlay
ml? 6-ct'Val6'ki6h-- 6 Construction Type
Lot Size, . ��� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
4
Dwelling Type: Single Family.A Two Family ❑ Multi-Family(# units)
Age of Existing Structure Historic House: ❑Yes Po On Old King's Highway: ❑Yes 1ANo
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) n Basement Unfinished Area (sq.ft) ®
Number of Baths: Full: existing_ new (,�_ Half: existing lb new
Number of Bedrooms: A 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 No Fireplaces: Existing_I New Existing wood/coal stove: ❑Yes XNo
Detached garage: ❑ existing U new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: Aexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes ❑ No If yes, site plan review#
Co
Mu- - _- -
Current_Use - — - '
--- Proposed-Use�
Q
APPLICANT INFORMATION
(BUILDER OR HOM WNER)
� rn
Name gaucr, 2kr-I'LlI .h- Tel hone Number P /
Address 314 Soorl� GA-Yr- . NyA4icUcS License #
.Home Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
FOR OFFICIAL USE ONLY
F APPLICATION#
.DATE ISSUED V'
MAP/PARCEL NO.
ADDRESS ' VILLAGE .
OWNER ti '
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION I1
tv Y
FIREPLACE
ELECTRICAL: ROUGH -' FINAL-
PLUMBING: ROUGH FINAL
GAS: ROUGH ' FINAL
FINAL BUILDING
.ate
DATE CLOSED OUT -
ASSOCIATION PLAN NO. '
y r
T Town of Barnstable
Regulatory
Services-Thomas F. Geiier,Director
YEA- e�
1639
0►, Building Division
Thomas Perry, CBO,Building Commissioner
200 Main Street, Hyannis, MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fan: 508-790-6230
PLAN REVIEW
Owner: S `i- -1>_ Map/Parcei: D
Project Address �� S Z)U'�i 4 �/"� Builder:
The following items were noted on reviewing:
Reviewed by:
Date:
Q:Forms:Plnrvw
The Commonwealth of Massacnuselzs
Department of Industrial Accidents
Office of Investigations '
600 Washington Street
Boston, AM 02111
www.mass.gov/di.a
Workers' Comp Dug ation jusurance Affidavit: Builders/Contractors/EIectricians/Plumbers
A_ licant Informatioxz Please Print Le�itbly
Name (susznessiorganizatioD/Individual): ''�1�,UG� � 1 b
Address: d _ �Y+
ity/State/Zip: Y11LA (t& 6 P66? `Phone.#:
Are you an employer? Check the appropriate box:. Type of project(required):
1:❑ I am a employer with 4. ❑ 1 am a general contractor and I 6. ❑Ncw construction
employees (full and/or part-time).* have hired the sub-contractors
2❑ I am a'sole proprietor or partner-
Listed on the attached shact 7. ❑Remodeling
ship and have-no employees Thesc sub-contractors have g• ❑ Dcmolition
t:mployces and have workas'-
worlang for me iu any capacity. $ 9. Building addition
[No workers' comp.-Mmirancc �� insurance.
S. ❑ We are a corporation and its 10.❑Electrical zepairs or additions
rt qwr�] officers have exercised their
3 I am a homcownrs doing all work 11.❑Plumbing repairs or arlclitions
mysclL[No workers' comp, tight of exemption per MGL 12 ❑Roof repairs
incr+,a„ce requited] fi c. 152, §1(4), and we havt no 13.❑ Other
employees. [No workers'
comp.insurance required,]
*Any applicant that checks box#1 rrnut also EU out the erection below showing their workers'eoropcnsai on pofiey infom�ation
t Homwwncn who rubnrit this athdavit indi sting tbey art doing all work and thcn hire outside contractors must rubrmt a new affidavit indicating such.
Xcvntractors that cbcck this box must adacbcd on additional rbmt rhowing the name of the sub�contractorr and sialn wbether or not,thosC rndi cs havo
m-nployccs. X the sub—_ontractors have mnploy❑ca,they must providb their workcur'comp.policy number.
I ant an employer that is providing workers' camp ensa(zon insurance for my employees. Betuiv is the policy and jab site
• information. .
Insurance Company Name:
Policy#or Self-ins. Lie. #: ExpiratiouDatc:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as rrgnircd tmder Section 25A of MGL c. 152 can lead to the imposition of arirnirial penalties of a
5nc sip to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fino
of up to$250.00 a day ainst the violator. B advised that a copyof this statcmmrit may be forwarded to the Office of
Investi atitms of the for cc co ra o verification.
do hereby certify der e pa' s•an enaLdis of perjury that the information provided above rs true and carrac-4
0 k
Phont:
r
only. Do not write in this area, tb be completed by city or town offt�laL
wn: Permit/Licensethority(circle one):
I. Board of Health 2.Building Department 3. City/Town.Clerk 4.Electrical Inspector 5. Plumbing Inspector
6. Other
Contact Person: Phone M
Massachusetts General Laws chapter 152 requires all cmployers to provide workers'compensation for their employees:
pursuant to this statute, an empfcyee is defined as "...every person in the service of another under any contract of hire,
express or implied, oral or written."
A>r employer is defined as"an iadividuad, 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 trusted of an individual,partnership, association.or other Iegal entity, employing employees. HOwcvcr 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 work on such dwelling house
or on the grounds or bwlding appurtenant thereto shall not because of such employment be deemed to be an employer."
MGL chapter 152, §25C(6) also states that"every stag or Iocal licensing agency shall withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any, i
applicant who has not produced-acceptable evidence of compliance with the insurance coverage required."
Additionally,MGL ohaptcr 152, §25C(7) states`Neither the commonwealth nor any of its political mbdivisioni'rhall
enter into any contract.for the performance of public work until acceptable evidence of coropli;'ned Nvith the insurance:
re a
quremnts of this chapter have been presented to the contracting authority.
Applicants
please Ell out the workers' compensation affidavit completely,by checking the boxes that apply to.your situation and, if
ieceSsary,supply mt b-contractor{s)Mroc(s), address(cs) and phone numbcr(s) along with their certificates)of
nsuxranee. Limited Liability Companies(LLC) or Limited Liability Parncrships(LLP)with no-cmployam other than the
nembers or parinca, are not required to carry workers' compensation insurance. If an LLC or L,L.P does have
:mployecs, a policy is required. B;advised that this affidavit may be submitted to the Department of.Industrial
lccidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should
Ye returned to the city or tDwn that the application for the pcmuit or license is being requested,not the Department of
ndustri.al Aecidenfs. Should you have any questions regarding the law or if you are required to obtain a workers'
:ompcnsaiion policy,please call the Department at the number listed below. Self-insured companies should enter their
clf-kmnanco license number on the appropriate line.
Ity or TowA Officials
lease be sure that the affidavit is complete and printed legibly, Tho Department has provided a space at the bottom
f the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant
lease be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant
,at must submit multiple permit/liccnse applications in any given year, need only submit onp affidavit indicating c=cnt
olicy information(if necessary) and under"Job Sile Address" the applicant should write"all locations in I f city or
wn)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided in the
rplicant as proof that a valid affidavit is on;file for future permits or licenses. A new affidavit.must be filled out each
;ar.Wherd a home owner or citizen is obtaining a license or permit not related io any business or commercial venturc
e. a dog license or permit to born Ieaves etc.) said persona is NOT required to complete this affidavit.
rd Office of Investigations would l5rL to than you in advance for your cooperation and should you have any questions,
ease do not hesitate to give us a call
e Department's address, telephone-and fax number.
Tba CammonwWth of Massachusetts
D �Dnt of Industrial Accidents
Office of Investigatians
fiQ0 Wasliin�n Street
Boston, MA 02111
TeI. # 617-727-490.0 ext 4.06 or 1-M-MASSAFB
d 11-22-06 Fax# 617-727-7749�
www.ma-ss.gov/dia
i
oF�H�r Town of Barnstable
Regulatory Services
r r
RAY.
r
x "BLE,
MASI ; Thomas F. Geiler,)Director
op i6sq. tim
TE019. 16 Building Division
Tom Perry, Building Commissioner.
206 Main Street, Hyannis, MA 02601
www.town.barnstable.ma.us
Office:. 508-862-4038 Fax: 508-790-6230
Property Ovvt7ie `'Must
�'•f }ZA Complete and.Sign This Section
If Using A Budder
l as Owner of the subject property
hereby authorize to act on my behalf,
in all:matters relative to work authorized by this building permit application for:
t(Address of job)
•, X
Signature of Owner Date ., �•' .�',
Print Name
If Property Owner is a ying for pe it p se complete the Homeowners License
Exemption Form 0 the reverse side.
f f
Town of Barnstable
��op'tHE ram,o Regulatory Services
} sntuvsr�s Thomas F.Geiler,Director
v M" Building Division
Tom Perry,Building Commissioner .
200 Main Street, Hyannis, MA 02601
Www.town.barnsi abl e.ma.us
Office: 508-862-4038 Fax: 5.08-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: V — D 0
Jos'LOCATION: �pava AYY�cti �1S
number street village
"HOMEOWNER": l]RuG1� ��f1�12LLJ_(CI� `-1 ".5'3 36
name //� 1 /� home phone# work phone#
CURRENT MAILING ADDRESS: to J iS EI cC
iPigI,Im E_✓_ �� Am(o�
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
Person(s) who owns a parcel of land on'which he/she resides or intends to reside, on which there is,or is intended to
be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be
responsible for all such work performed under the building permit. (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable co es, bylaws,rules and regulations:
The and s' "home er" rt'fies that he/she understands the Town of Barnstable Building Department
mien ction ced e and requirements and that he/she will comply with said procedures and
requ e e
Si tore Homco cr
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be.required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1..1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,.that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the rosponsrbilitics of a supervisor(ice Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would Hith a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeownc;r is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several iowns. You may care t amend and adopt such a forrn/certification for use in your community.
A IVC Guide to I-Vood Constnictiowhi Hi ll IVirrd Aiwts:110 Iuph {'Vind Zone
Massachusetts Checklist-for Colnpliance (7s0 ('NIR 5301.2.1.1)'
Check
Compliance
1.1 SCOPE -.
Wind Speed(3-sec. gust). . ....... 110 mh.....:....:...................... .........:...:..........................:....... p
Wind Exposure Category ..
Wind Exposure Cat egory................Engineering Required For Entire Project .........................................
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)' stories :5 2 stories ✓
Roof Pitch ....................
:.......................:............:..............,:.(Fig 2) ........................................
:512:12 ✓
Mean Roof Height ..............................................................(Fig 2).............:.:...........,..:.:................�ft <_'33' ✓
Building Width, W ....................................................:..........(Fig 3)........................_.:..::................. _+ ft s 80' r
Building Length, L ...................................:.............................(Fig 3)............
......................................_o ft s 80' ✓
Building Aspect Ratio(UW) .:..:................:.........................(Fig 4)......................:.._.:.....:...............lb 1 <_3:1 ✓
Nominal Height of Tallest Openmg2 ...................................(Fig 4)..............................:............... 6,8"
1.3 FRAMING CONNECTIONS
General compliance with framing connections......:.. :...:(Table 2).......... :: a�
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete..................:......:.:................°.........:......;......:...................:.......:.............................
ConcreteMasonry.................................................................... ...............................................................
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)........................: ............ 3�k- in.
Bolt Spacing from end/jomt-of plate ................... .........(Fig,5)............. in:s 6"—12" ✓
Bolt Embedment—concrete.....................................:..:(Fig 5)...... .........:...:...... :............. `7 in.>_7" ✓
Bolt Embedment—masonry.:........;......................... .....(Fig 5)............. ............................... in.>_ 15"
Plate Washer........:.......................................................(Fig 5)..............................................>3"x 3"x'/." ✓
3.1 FLOORS
Floor framing member spans checked .........................:......(per 780 CMR Chapter 55)................................... ✓
Maximum Floor Opening Dimension...............................,...(Fig 6)................................................... D ft-5 12 ✓
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)................. . ...... .................... 8 ft <d ✓
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8).............................'....................... D ft <_d ✓
Floor.Bracing at Endwalls.........::........................................ (Fig 9)...................................................................
Floor Sheathin Type (per 780 CMR Chapter 55)....................... ✓
Floor Sheathing Thickness :...........:....................................(per 780 CMR Chapter 55)....................... �N in. ✓
Floor Sheathing Fastening..........::......................................(Table 2).. 8 d nails at(pin edge/ in field �G
4.1 WALLS
Wall Height
Loadbearing walls. ........ . ....:.. ..........................:...(Fig 10 and Table 5). ..... :... ..... : 7 ft :5 10
Non-Loadbearing walls.:........... .. .............:............(Fig 10 and Table 5)....... ..... 13 ft s 20' ✓
Wall Stud Spacing ..........................................:...............(Fig 10 and Table 5)..................:t 10 in..5 24"o.c. ✓
Wall Story Offsets ........................................................(Figs 7&8)...............................:............ D ft s d ✓.
4.2 EXTERIOR WALLS'
Wood Studs .
Loadbearing Walls.....:..................................................(Table 5)..............................2x_- le ft /0 in. ✓
Non Loadbearing walls .........................................:......(Table 5)...........:..................2x ft_I0 in.
Gable End Wall Bracing'
FullHeight Endwall Studs............................................(Fig 10).........................................................:.......
WSP-Attic Floor Length................................................(Fig 11).............................................�ft>_0/3
Gypsum Ceiling Length (if WSP not used)...................(Fig 11)............................................_ft>_0.9W
and 2.x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)..............................................................
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ✓
Double Top Plate
Splice Length ............................................(Fig 13 and Table 6).................................... ft
Splice Connection (no. of 16d common nails)..............(Table 6).........................................................-L_
WC Guide to lVoorl Corrstrrrctiorr hiflir,J/r 6J�inrl,treas: 110 rrrph J•Vinel Torre
Massachusetts Checklist f'oi- Cornpiiance (780 Cvtrz s30t.2.t.t)'
Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(Tables 7).....................................................
Non-Loadbearing Wall Connections
Lateral (no.of 16d common nails)................................(Table 8).......................................................
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans .......................................................(Table 9).................................._�e ft_in. 5 11, ✓
Sill Plate Spans ........................................................(Table 9)..................................--7-ft_in. 5 11,
Full Height Studs (no. of studs)....................................(Table 9)...,................................................... J_
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans.:...........................................................(Table 9).....................................1:L ft /o in. <_ 12, ✓
Sill Plate Spans.... .......................................................(Table 9)....................................Y ft !o in. 5 12"
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 ..............................................................................._5 6'8" ✓
SheathingType..............................................(note 4)..................................................... ra-
Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................._in. ✓
Field Nail Spacing. Table 10 ................................................. in. ✓
Shear Connection(no. of 16d common nails)(Table 10)..:*............................................... t/
Percent Full-Height Sheathing.......................(Table 10)...... .............................................�i% ✓
5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts)....................
Maximum Building Dimension, L ,
Nominal Height of Tallest Opening2........................................................................<o��_<6'8" ✓
Sheathing Type..............................................(note 4)...................................
.......
...........1� ✓
Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 3 in. v
Field Nail Spacing.......................................:..(Table 11)................................................. t"in. ✓
Shear Connection(no. of 16d common nails)(Table 11)........................................................ . ✓
Percent Full-Height Sheathing Table 11 ......................................oft %
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) ✓
Roof Overhang ............................(Figure 19 I/ ft 5 smaller of 2'or L/3 ✓
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12)............................................U= a3�plf v
Lateral.............................................(Table 12).............................................L= 17k plf
Shear...............................................(Table 12)...:........................................S=----71 plf .
Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=-L3 o plf ✓
Gable Rake Outlooker..........................................(Figure 20) ............. ft 5 smaller of 2'or L/2 ✓
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 14)............................................U=403 lb. ✓
Lateral(no. of 16d common nails)...(Table 14)......................... .............L
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) .............
Roof Sheathing Thickness.........:................................. ............................................. /,-in. >_7/16 WSP ✓
Roof Sheathing Fastening............................................(Table 2).................................................
g.�... _�-
Notes: (v F
1. This checklist shall 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. Corner Stud Hold Downs per Figure 18a and Figure 18b
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.
f
A ITC Grade to JVood Coirstivuctiorl IN l h 14'hid Areas: 110,ltph II rxrd Zone
MaSSgClJusettS Cllle&JiSt f01- C0111plia>«ce (780 CNIR -530t.2.t:t)'
4.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height
Sheathing and Nail Spacing requirements --
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction, panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction, upper panels shall be-attached.to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d
staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment
5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of
Rte. 28 or north of Rte. 6)
b)vertical addition-not required unless there is extensive renovation to the first floor
c)replacement windows—needs energy conservation compliance only(chap 93)
6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council
(A WC)website.
•-WHEN THIS EDGE RESTS ON
FRAMING USE&1 NAILS
ATG"o c
CT
11 I1 11UJ
1 µ!
41
O 1-/
!1 JI
I l
Il Q 1 Ir 2 I a. + ' d
fd
FRAMING MEMBERS
1 r - 1.1 _ EDGE 6aUWEDIATE-
11 1 1 !1
IL IJ
I I -J 11 I I � 1 - - - 1 1 � � �• 1
3 MIN14
..
• ii Ili II --* ��-- --�'O
-
lDOUOLEEDGE - `-- T111"
I1 STAGGERED 3"MMJ
DOLL A DGE i TWrL PATTERN PANEL
PANEt_ �ti' PA1NEi EDGE DOUBLE NAIL EDGE SPACING DETAL
See Detail on Next Page
Detail
Vertical and Horizontal Nailing Vertical and Horizontal Nailing
for Panel Attachment for Panel Attachment
ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR
ONE- AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61,00)
Applicant Name: �W 1C — Site Address: too y t N G 4rL�.
Print Town:
Applicant Phone: — 8 a �v — 790 ���08
Applicant Signature: Date of Application:
NEW CONSTRUCTION: (cholse ONE of the following two options)
780 CMR TABLE 6107.1
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR
NEW ONE- AND TWO-FAMILY BUILDINGS
MAXIMUM* MINIMUM
Ceiling or Slab
❑ .Option 1: Basement
Fenestration exposed Wall . Floor Perimeter
U-factor floors'
R-Value R-Value R-Value Wall. R-Value AFUE IISPF SI;LR
R-Value and Depth
National Apeflwice Energy
35 R-3 8 R-.19 R-19 R-10 R-10, Conscrvation Act(NAECA)of
4 ft 1987 as amended,minimums or
rcatcr ns npplicablc
Note: This form is not required.if you choose either of the two versions of REScheck.as.listed below.
❑ Option 2; �. REScheck Version 4.1.2 or later variant software analysis must-be completed
(780 CMR.6107,3.2
REScheek--Web which can be accessed at http://www.cnergycodcs.goy/reschecld
'
DpZTIOZV5<61Z-`, T ERA:TIONS:TO`.EXIST1N0-`B'uf1-NN
rBuildings under 5 years old must use option#1 or#2 in New Construction section above: .
�omplete the following formula to determine the % of glazing:
(a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a)
ZIP
_SF
100 x __ __ % of glazing
(b) Glazing area equals. 5 SF b Q
lazin is'.. below. If.,glaziri is>:40°Q/n roceed to "SUNROOM" section
780 CMR TABLE 6101.3
PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING
LOW-RISE RESIDENTIAL BUILDINGS
rFrDSed.floors
MINIMUM
iling and Slab Perimeter
Ceiling
Wall Floor Basement Wall R-Value
R-Value R-value R-Value and De th'-37 a R-13 R-19 R-10 R,10, 4 feet /
R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the'full R-value over the entire ceiling
area(i.e. not compressed over exterior Vralls, and including any access o enin s).- '
SUNROOM—An addition or alteration to an existing building/dwelling unit where-the total .
❑ glazin ' area of said addition exceeds 40% of the combined gross wall and ceiling area of the
addition, i
Note:. Owner to fill out ConsumerTnformation Form. found in Appendix 120Y
Oi
t
f
Transmittal Letter
April 23, 2009
r
Jonathan Charwick
156 Franklin Street
Apartment 2
Malden, Ma 02148
(413) 222 - 5287
jcharwick@yahoo.com
To:
Mr. Paul Roma, Building Inspector Attention: Paul Roma
Barnstable Building Department
200 Main Street Re: 34 Southgate Drive Proposed Deck
Hyannis, Ma 02601
We are sending you
E( Attached ❑ Under Separate Cover via: [Type text here] the following:
❑ Shop Drawings El Prints El Plans ❑ Other:
❑ Copy of Letter ❑ Change Order ❑ Samples
❑ Total Quantity ❑ Reproducible ❑ Specification
Submittal Quantity Date DWG. # Description
2 104/23/09 34 Southgate Drive Proposed Deck Plan and Section
These are transmitted as checked below
❑ For Approval ❑ Approved as Submitted ❑ Resubmit copies for approval
❑ For Your Use ❑ Approved as Noted ❑ Submit [#] copies for distribution
❑ As Requested ❑ Returned for Corrections ❑ Return [#] corrected prints
E( For Review and Comment ❑ Revise and Resubmit/Work May Not Proceed
❑ FOR BIDS DUE: [Type text here] ❑ PRINTS RETURNED AFTER LOAN
Comments:
Paul,
Please review the attached plan and section for the proposed deck. One additional note, we plan on
spacing the 2"x8"joists 24" O.C. unless you see a reason otherwise. Feel free to contact me with any
questions or comments.
Copy to: .
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f` 28538
TOWN OF Bt�RPTSTABLE
, Permit No. ------------------------
. = Building Inspector Cash
wa 4 --------------VAUST
--------
1619.
OCCUPANCY PERMIT Bond ---_----------- --
Issued to Charles Fraser t Address
lot #1 34 Southgate Drive, Hyannis
Wiring Inspector // Inspection date
Plumbing Inspector �t �� _ r Inspection date
Gas Inspector IV /-�;' Inspection date
Engineering Department ' ' �tt�1► l ®�.�f /�,� Inspection date � Z
o&d of Health Inspection date
THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE
BUIILLDINING CODE.
r...
Building Inspector
All
�Q,,�. '�•� TOWN OF BARNSTABLE
BUILDING DEPARTMENT j
TOWN OFFICE BUILDING
NUL
Mgr 1679' `� HYANNIS, MASS. 02601
MEMO TO: Town Clerk
FROM: Building Department/4t- "
DATE: tea Z.rr'
An Occupancy Permit has been issued for the building authorized by
BuildingPermit $ ........ .F.-..5-3 ' ...................................... ................. .....................»..................
issued to ='.:.............
` Please release the performance bond.
Assessor's map and lot number ...... .4... ..E"...' �.. 3.. %THE t
Qo
Sewage Permit number'/�f .. . ... .... . ... 0,4v
BABBSTME, i
House number ...................... ........ .3.. .. ....... 9p� MAG �0
p!J6 ................
�0 war a•
TOWN OF BARNSTABLE
DUItDING INSPECTOR
APPLICATION FOR PERMIT TO .� 1 <� ` '�
TYPE OF CONSTRUCTION f �'� ...........................................................................
..................................19. !�
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to thefollowing information:
Location �oT / SOu7-AG'aT�° 4)/Pl61 ..f�'ll�Aw,v..!...1... A.............
...................^ ....................
ProposedUse ....."'M'5 ... !' `r ...................................................................................................................................
•
Zoning District ......... ......................................................Fire District ..............................................................................
Name of.Owner ...C�A/k. ,.'C/fiS�S/_�'��...............Address SCiq .. .......
Name of Builder ..�oi.yrc;ee.r�......oe......./[�.,!�.?77Address �CC.... '�7 �T��v/�� ..... 1414
........ ....................................................
Nameof Architect ........../........................................................Address ....................................................................................
Numberof Rooms .........v.....................................................Foundation ..C�� .w....................................................
Exterior v`° ...Roofings
Floors ..............................................................Interior ....Sj rr T ° c l�.
Heating �/ O v"' Ti��j.........................Plumbing .....5�..... �
P ..Approximate Cost , � 6 6 Fireplace ........ .................... pp ...... ..... ....................................................
..................................................
Definitive Plan Approved by Planning Board _ ---------------19 _ Area �J►� �••C.. �. ......
Diagram of Lot and Building with Dimensions Fee ......( //
SUBJECT TO APPROVAL OF BOARD OF HEALTH0\\
13 a ^�
_ r
F
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
r
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable.regarding the above
construction.
Name .. ...... .................
Construction Supervisor's License v P ��
fRASECHARLES
R,
No ...2a5,3.�... Permit for ....121..Story...............
.... .........
...........S.in.gle...Family. . . ...Dw.e.11in.�...................
.. ... ...... . ...... . . .... . . ......
Lot 1, 34 Southgate Drive
Location ........................................... ...................
Hyannis
...............................................................................
Owner .. Charles Fraser
. ................................................................
Type of Construction frame...............................
................... ...........................................................
Plot ... ......................... Lot ................................
October- 11, 85
Permit Granted ........................................19
Date of,. Inspection ....................................19
Date Completed ..... ..........196(0
Assessor's map and lot number ....... .4... ..."".... '" .. / �oFTHEtO
t �
Sewage Permit number .. .1.:d'.....� .��� Fjf✓,7 �•�
4
C Z BABSSTADLE, i
House nomber ...............................�.3...�./......................... rasa
r•• O!1(o O 1639. \00
oNOp.
TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO ��................................................1i lam'
.....::.... ............ .........
TYPE OF CONSTRUCTION ...............�. .. ............................................................................
2.........`.�. .7......................19Z ,
l
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location ,1 a T / u�T G' 7—, /),If 16116 ,/y��. xi, 17'"' .............................................:...............................�..................................+...........................�....�'.........�.: ... ...............
ProposedUse ... ..................7......................................................................................................................................
!1 .�fZoning District ............. ..................................................Fire District ...................................:..........................................
Name of Owner f 5..="...............Address ...............*Y6 ......... . r .....;J/k; 9•' ::f........
Name of Builder �f � .. - ........ 't.. Address >�y . 1/. '�' 7
Nameof Architect ..................................................................Address ....................................................................................
/ " v .r
Number of Rooms I!................:..................:..................Foundation ...........,........................................
Exterior �"'°�' ......Roofing ... / �/
....................................................................... ............,..... ......................................................
Floors w°J ` .Interior .J"`i / 4?s {
........................................_ .....................................
Heating ..... .. .............�� '...r..................... I....................... ..... .......... .... .............:...........................:...........
�.. 1 ! • Plumbing s
Fireplace ........►.,y
`........................................................:................Approximate Cost � �u �
..:............. ...................................................
Definitive Plan Approved by Planning Board _----- ______________19�Y'. Areat ..........................................
Diagram of Lot and Building with Dimensions Fee .............................................
'SUBJECT TO APPROVAL OF BOARD OF HEALTH
_4 I
I
,�4
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I Eereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
f
construction.
'?
t Name ,/�� .: C:... .r ..................
1
Construction Supervisor's License FA4/
p FA4/V
..............
_--'_--, ..^^.LE. A_306-46-3
. . . .
mo --���' ra,m|� �or ^� ���t�
Si
.. — �-------------.
Location . Lot 1 34 i�� .
-------^�����-----. -----.
� �
Owner —.Cbarl���J�rao���_ _______.
Type of Construction .. ^ --------- `
' ^
--------------------------. `
Plot ............................ Lot ----------'
'
October Il" 85
Permit Granted -------------]V
Dote of Inspection ---.--------'lg
Date Completed ......................................
"
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..ICHARD _
A.
BAXTER v ;
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7
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
D= �n
Map Parcel., Application #0 6C�Q o
Health Division -Date Issued 1:
Conservation Division 4 Application Fee
Planning:Dept: ': Perm'it FeerZ
= �OO
Date Definitive Plan Approved by Planning Board
Historic - OKH Preservation/Hyannis
Project Street Address _,,�� & v a 14 6 A T _D F r YO
Village d yA A<A! /.S
Owner2&ocf N:,,b FAoRAi it C'mp-to,cy- Address
Telephone /3 - �o s 33 o 9- _ �A®el g g
Permit Request i 0 S '
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
Zoning District: Flood Plain Groundwater Overlay
Project Valuation a'a o 6 Construction Type
Lot Size 79 sr Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure a3 yF_i4,1'-S Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No
Basement Type: XFull ❑Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) U Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing c�- new O Half: existing y new O
Number of Bedrooms: existing U new
Total Room Count (not including baths): existing 15 new y First Floor Room Count
Heat Type and Fuel: ❑ Gas 4 Oil ❑ Electric ❑ Other
Central Air: ❑Yes 4 No Fireplaces: Existing I New 0 Existing wood/coal stove: ❑Yes 0 No
Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_
Attached garage: P existing 0 new size I Shed: ❑ existing ❑ new size _ Other: ;
'Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ -,
ry
',commercial ❑Yes ❑ No If yes, site plan review #
c, --� A-
Current-Use Proposed Use
rn
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Nam �, Vcc (2 k#R LQ t GIL- Telephone Number _4/1.3 -`SO ,ji 3 3ef
Address License #
Home Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE 0 - d
FOR OFFICIAL USE ONLY V
APPLICATION#
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
DATE OF INSPECTION:
FOUNDATION
FRAME
INSULATION
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
•
9 DATE CLOSED OUT
a
ASSOCIATION PLAN NO.
Y •
t�
i
The Commonwealth Of Massachusetts
Department of Industrial,(ccidents
Office cf Investigations
600 Washington Street
Boston, M14 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Orimizationdndividual): U1 kFA=e=W ' C�
Address: (a v i M NS 14 S T -
City/State/Zip: M . 000 Phone-#:
Are you an employer? Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4• ❑ I am a general contractor and I 6. ❑New construction
employees (full and/or part-time).* have hired the s'ub-contractors
2.El 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. employees and have workers' 9 ❑Building addition ,
[No workers' comp.•insurance �mP insurance.
qu
S. ❑ We are a corporation and its
reired.] 10.❑Electrical repairs or additions_
3. I qu a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions
Myself, [No workers' comp:. right of exemption per MGL l2.❑Roof repairs
inc,„-Once required.]t c. 152, §1(4), and we have no
employees: [No workers' 13.[;90ther _0 r C IL_
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 outride contractors inust submit a new a$'idavitindicating such.
tContmctors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those.entities have
employers. If the sub-contractors have employees,they must providb they workers'comp.policy number.
lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: .
Policy#or Self-ins.Lie.#: Expiration Date:
Job Site Address: City/StatcMp:
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 d/or one-ye in�risonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a ag ' t the olator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of c 1A fins cc coverage verification.
I do hereby ce fy under e p ins•and penalties of perjury that the information provided above is true and correct.
Si afore: Date: .r� O
Phone#: J` 3
Offxial use only. Do not write in this area, to be completed by city or town official
City or Town: Permit/License#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3, City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6. Other
Contact Person: Phone#:
Information and. Ins4r'uctiblis
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 the service of another under any contract 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 work on such dwelling house
or on the grounds or building appurte nant thereto shall not because of such employment be deemed to be an employer."
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 commonwealth for any
-acceptable evidence of compliance with the insurance coverage required."
applicant who has not produced
Additionally,MGL ohapter 152, §25C(7)states 'Neither the commonwealth nor any of its political subdivisions shall
cuter-into any contract for,rhe performance of public work until acceptable evidence of compliance with the insurance
requirements of this chapter have been presented to the contracting authority."
Applicants
Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, i1`
necessary, supply sub-contractors)name(s), address(cs) and phone number(s)along with their certificatc(s)of
insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the
members or partners, arc not required to carry workers' compensation insurance. If an LLC or LLP does have
employees, a policy is required 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 ziiavit should
be returned to the city or 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'
compensation policy,please call the Department at the number listed below. Self insured companies should enter their
Self-insurance license number on the appropriate line.
City or Towp 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 in the event the office of Investigations has to contact you regarding the applicant.
Please be sure to fill in the permitilicense number which will be used as a reference number. in addition, an applicant
that must submit multiple permit/licensc applications in any given year,need only submit one affidavit indicating current
policy information(if Accessary) and under"Job Site Address" tho applicant should write ,all locations in (city or
town)."A cbpy of the affidavit that has been officially stamped or marked by the city or town may be provided to the
applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each.
year.Whcrc a l2amc owner or citizen is obtaining a license or permit not related to any business or commercial venture
(Le, a dog license or-permit to bum leaves etc.) said persog is NOT required to complete this affidavit.
The Office of Investigations would like to thank you in advance fox your cooperation and should you have any questions,
please do not hesitate to give us a call
The DepaTtment's address,telephone-and fax number.
Thtr C6mmOxlV+dP,4th of Ma=rhustrlts
Department of Iadi st.'ial Accld=ts
Office o-f Investigations
600 Washington St =t
gston, MA 02111
TQ1. # 617--727-490.0 ext 4-0G Qr 1-M-MASSAFE
Fax# 617-727-7749
Revised 11-22.06 www MaM S..gov/dia
Town of Barnstable
of IHE Tq��
Regulatory Services
h
S Thomas F. Geiler,Director
• BARNSTABLE,
"ASS' Building Division
PTFo1n Tom Perry,Building Cornmissioner .
200 Main Street, Hyannis., MA 02601
Rrwiv.town.barnstable.ma.us
Office: 508-862-4038
Fax; 508-790-6230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE: n
JOBLOCATION: SjL U T 14'6 Tf �ll�iy� �/�lvAIl
number s trect village
It
"HOMEOWNER": ^-� r U C la (+ �W I C 1 work hone#
name home phone
# P
CURRE14T MArLINO ADDRESS: eC AllAS 1T
MP oio�q
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on'which he./she'resides or intends to reside,on which there is, or is intended to
be, a one or two-family dwelling, attached of detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a ivlo-year period shall not be considered a homeowner. Such
homeowner shall submit to the Building Official on.a form acceptable to the Building Official, that he/she shall be
responsible for all such work performed under the building permit, (Section 109.1.1)
The undersigned"homeowner"assumes zesponsibility for compliance with the State Building Code and other
applicable des, bylaws, es.and regulations.
The signe home er"certifies that he/she understands the Town of Barnstable Building Department
rnini ins p tion cedures and requirements and that he/she will comply with said procedures and
req ement
Si aturc o o cowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section lom.i-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for-hire to do such
work, that such Homeowner shall act as supervisor."
are assuming the responsibilities is a supervisor(sec Appendix Q.
Man y homeowners who use this exemption are unaware that they ness often results
Rules&'Regulations for Licensing Construction Supervisors,-Section 2.15) This lack of aware in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application;
that the homeowner certify that hdshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a form/certification for use in your community.
SHErpi}, Town of Barnstable
Regulatory Services
Thomas F. Geller, Director
4'prFD �a`m Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis, MA 02601
www.town.ba rnsta ble.m a.us
Office: 508-862-403 8 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
7 , as Owner of the subject property
hereby authorize to act on my behalf,
in aU matters relative to work authorized by this building permit application for:
(Address of Job)
Signature of Owner Date
Print Name
If Property Owner is applying for permit please complete the Homeowners License
Exemption Form on th'e reverse side.
i Sg0 53'p ASSESSORS
IRON 0'� PARCEL A
ROD 140. 40
FND.
i
sr
ti qx, c) ,
ASSESSORS
LOT 274 = ,,
cb
ti
O ;
LOT 1 00
o
LOT 2
N80`53 00»
yY
k--) 0 00, 40'
RES. ZONE- 'WE This MORTGAGE INSPECTION Plan is For FLOOD ZONE. "C"
Bank Use Only
TOWN: -HYANNIff— - REGISTRY OWNER: -BANI_QF WS QX_
DEED REF: 12 — — _BUYER: TRUCE L_&11EB2RELHCHAL WfK_
DATE: __Q_91WI94 PLAN REF: 387 58 _ .._ _SCALE:1"= 20_- FT:
I HEREBY CERTIFY TO _ _______ _� -. F --
_CORP_O_RA_TION ____THAT THE BUILDING ��% �' _ YANKEE SURVJESHOWN ON THIS -PLAN IS; LOCATED ON THE GROUND AS � ' AUleCONSULTAN^SHOWN AND THAT ITS' POSITION DOES ____ CONFORM U wr-I �{, 40B (SUITE 1TO THE ZONING LAW SETBACK REQUIREMENTS OF THEINDUSTRY ROTOWN OF ARNSTABLE _ ___AND THAT �� , fin EQIT DOES_NOT_ LIE WITHIN THE SPECIAL FLOOD HAZARD ,�� 13T Q� MARSTONS MILLS, MA.
AREA AS SHOWN ON THE H.U.D. MAP DATED_Q710 92 � '� � �Ka� TEL-_ 42870055
11 250001 0006 D FAX- '420-5553
_ THIS PLAN NOT MADE FROM AN INSTRUMENT .
P A MERIT ff _Pf___ SURVEY NOT TO BE USED F012 FENCES 'ETC. 15616 E.C
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- - - - - - 11 I I l i I I 1 I I I A 5ONNA TUBE, T`(P.
J4 ,
CONCRETEI I I I I IIIII-
FOUNDATION
9 FOR STEPS II I I "p IIIII
I _ CRUSHED AGGREGATE
BASE STONE, TYP.
I III—III=
10"
a:
FOUNDATION DETAIL -SCALE: 1/2"=11_OI1
I
CD
,.
MATERIALS
_T -
14 5ONNA TUBES - 10" DIA X 4'-5"
APPROXIMATELY .01 CY CONCRETE PER 5ONNA TUBE
1
' APPROXIMATELY .10 CY CONCRETE FOR STEP FOUNDATION
APPROXIMATELY 1.36 CUBIC YARDS OF CONCRETE
14 51 MP50N PB44/PB44R P05T BA5E5
FOUNDATION PLAN SCALE:
PROPOSED DECK FOUNDATION PLAN } DRAWN: JONATHAN CHARWICK
54 5OUTHGATE DRIVE , DATE: MAY I, 2001
HYANNIS, MA SCALE A5 NOTED
DECKING 1=LU5H WITH J0I5T 2"x8" HEADER J015T
MITERED DEGKING JOINT AT BLDG ADDITION
——— ----------- ———————————————————————————
---- -- — ---- --- -----
1 it 2"x4" DEGKING WITH $•
1/4" SPAGINCG
II . _
i k ,
It
I i t •'. LI r a I AN TIE5 H2.5
I I HURR G . « '
r; p 'FINISH GRADE
'` - °- ..:. � , a ° 111-1{'I � �•�� 111-f l t-III-III-III-I 11=1'� ,1�1=��
Il II II II fl II II 4°II II it I
,. L�11III�I11 _ .. IIIIIi ,
—1 11 11 ¢
a I I El I I= =1II-
w II II11
Till
----- — — — — --- ---- --- — -- — --- ----------
---
a
�' • =1 I ' III
,IIIII I
II
II
I—II1111 I 4 F
Eon\
lke e :
— — — _ = ��1
e
L'
— — —
rl (2).NAIL5 AT EVERY JOIST `s
t, ii w 4 •DEGKING DETAIL Sr-,ALE: 112"=I 1-0" _
— — - -
II 2"x4 DEGKING`MATERIAL WITH`'1/4" 5PACING
—
MATERIALS'
— -
.e Px ,• -�
APPROXIMATELY q6i LF OF 2N4" DEGKING
r l F I DEGKING OVERHAN65 I" ON IN51DE OF J015T
— — ,
I — ADJACENT TO HOUSE. 5HOULD BE I" 5PACE
BETWEEN DECKING AND HOUSE SIDING "
II II _
II II
II II
l
— .
t"
DEGKING FLAN -5GALE: 5/5 = I I_OII
PROPOSED DECK DECKING PLAN DRAWN: JONATHAN GHARWIGK
DATE
54 50UTH6ATE DRIVE
MAY I, 200q
HYANN I S,.MA -
- SCALE:'� A5 NOTED
1Y" 10Y"' 84"
IT
�7-- ---- ---- ----
2"x4" BLQGKING
I 'I I I
_ 2"x12";BLOCKING i i i i 2"A2" BLOCKING 11Ya"' 10Y''
. . HEADER J015T
(2) 2"xb" STEP
I I I TREAD5 WITH
- 1/4" 5PAGING
4"-- --- J--- ---
(4) 5TRIN6ER5, 5EE (2) NAILS ON DECKING
ELEVATION BELOW 'i PER STRINGER -
-
r i ^ FIN15H GRADE
O _ -cD
I I I I nn ` I n
i i i II I " _
in 2 xb DECK TREAD e I la I I (4) 2 STRINGERS,
I I—I I I=1 19" O.C.
I I 1=1 I I I I 1=1 I I III—III-
2"x4" VERTICAL TREAD i ; ; I I—III —"�— I .I_,,. CONCRETE FOOTING
s CRUSHED AGGREGATE
DJT14Z DECK J015T TIE 1'-$/a BASE STONE, TYP.
TO CONNECT TO HEADER J015T I I I
ATTACH (4) STRINGERS .
TO HEADER JO15T WITH
LI
_ DJT14Z DECK J015T TIES
I all
III=
MTF=1
� e
DECKING DETAIL SCALE: 1/2"=1'-0"
o ° ,
5Yz"
1Y" toY>, s4,. lol� 5)i" Y" 5Y" d. MATERIALS
2"x4"STRINGER
2"xI2"eLOGK1N6 APPROXIMATELY 20 LF OF 2"x4" DECKING
(4) 2"x4" 5TRIN6ER5 (REFER TO ELEVATION)
_ (1) 2 xb x5 TREAD
(3) 2"x4"xIb" BLOCKING
I 2"xb" VERTICAL TREAD �� �� "
2"xb" VERTICAL TREAD u� I (5) 2 X12 X18 BLOCKING
4" CONCRETE PAD a
1'-8 4" 1'-84"
STAIR FRAME PLAN SCALE: I I'—O" STAIR DECKNG PLAN SCALE: I
PROP05ED DECK STAIR PLAN DRAWN: JONATHAN CHARWICK
54 SOUTHGATE DRI\/E DATE: MAY I, 200q
HYANNIS, MA SCALE: AS, NOTED
'v
2 5" 2"xb".HEADER JOIST
AT BLDG ADDITION
LAG _2"xb" BLOCKING 1'- 1'- 4 51MPSON HURRICANE 51MP50N ML26Z ANGLE
SCREWS W/JOIST HANGERS \ ' )j C. TY C. TIE5 H2.5 PER BEAM, TYP. JDIST HANGER
2"xb"J015T5
t HURRIGAN TIESH
- FINI5H GRADE
- —__-
• III �� ' i 11—III—III—III—III—III=III—I 1I-
.z,�
I I IEEI I IE III-
_ I I Ila I rtIII
(2) 2"x8" 1'-4" a I I I—I I I I I BLOCKING O.C. 14'-.2" i III=1I II—I
IlaIIII IIIII
—III e III-
S1MP N ML26 ANGLE I I I I ". I II III
N I.III I II I s, . IIII
=1 11=
4 51MP50N HURRICANE z I I11 I — — I111
i - TIE5 H2.5 PER BEAM, TYP. 1=III=III=1'
o II=1II=1I1=
51MP50N'LU5/HUS
51MP50N LU5/HU5 DOUBLE DOUBLE 5HEAR J015T
SHEAR JOIST HANGER, TYP. HANGER;TYP. JOIST/BEAM DETAIL . SCALE: I/2
MATERIALS
APPROXIMATELY 243 LF OF 2"x8" 4015T5
23 122) 2"x8"x8'
2 .Ft 2"x5"x14'-2",
z
2x8x
-
ATTACH JOISTS WITH
LAG 5CREW5, IN5TALL APPROXIMATELY 35 LF OF 2"x8" BLOCKING
ML26Z ANGLES ON (10) 2"x8"xI'-6" I
-ow-o', TYP. IN51DE OF JOINTS (10) 2"x8"x2'-2"
V.
\10000 62 51MP50N LU5/HU5 DOUBLE SHEAR`JOI5T HANGERS
3"' �'# 3 2-
4 ML26Z ANGLES
JOIST PLAN SCALE: 3/8"= I'-O" 1-16 51MP50N HURRIGANE TIES
PROPOSED DECK JOIST PLAN DRAWN: JONATHAN CHARWICK
34 SOUTHGATE DRIVE DATE: MAY I, 2001
HYANNIS, MA SCALE: AS NOTED
i�
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2' o
W
m
SLIDDINCG DOOR ,
0
FIRST FLOOR ELEVATION
N 2"x8" HEADER J0I5T r'T BLDG ADDITION JOIST HANGER
(I") BETWEEN BLDG 8 VECK
J0I5T HANGER 2"x8" HEADER J0I5T
L—L 2"x4" DECKING W/3/I6" SPACING
2"xb" JOISTS
(2) 2"xb" STEP
TREADS
5LIDDIN6 DOOR i�
LLt
Ai
, FINISH GRADE '� FINISH GRADE
g-4 ° III-1 III=1
OUTSIDE EDGE OF DECK TO BLDG III= d I—III-1 =I — I III 1 = _ (4) 2" 5TRINGERS,
III-1I III- III I— — =I11= I9° O.C.
I,I 1=1 1 -1 III ° II —III1 =1 =1_I . III-1'
=— III 5-6 _ CONCRETE FOOTING
k
o 111-_1CRUSHED AGGREGATE
, ,al l BASE STONE, TYP.
1 - UNDI5TURBED I = (2) 2 x8 GIRDERS
=1 I I-1 11=1 EARTH, TYP. -III ATTACHED TO FOOTING
III. 9a WITH P05T ANCHOR
III III: I III- .
11=11 I I— -1. ^ f` — CONCRETE FOOTING IN
=111 III i III- A 5ONNA TUBE, TYP.
' IIIIIII II11
i . CRUSHED AGGREGATE
= BASE STONE, TYP.
1.11=
I= III=1' I—III=111—III-
i 1=1.1 l�l i i=
lot.
i
PROP05EP DECK - PLAN VIEW SCALE: 1/411= I '-011 PROPOSED DECK - SECTION AA SCALE: 1/2"= 1'-O"
PROPOSED DECK .,
� DRAWN:.. `JONATHAN CHARWICK
54 50UTHGATE DRIVE DATE: APR I L 2512001
H1'ANNIS, MA 02601 5GALE: AS NOTED
i
22'-4n 2"x4" DECKING
o "
m .._
i
W "
00
2'
w , h
o .
5LIDDING DOOR
FIRST FLOOR ELEVATION
N 2"x8" HEADER J015T AT BLDG ADDITION J015T HANGER
i
(1") BETWEEN BLDG 4 DECK
J015T HANGER 2"x8" HEADER J015T
2"x4" DECKING W/ 5/I6" 5PACINCG
` 2"x5" JOISTS
Al
_ (2) 2"xb" STEP
i -
. TREADS
5LIDDIN6 DOOR
FINISH GRADE , '� FIN15H GRADE
g'-4" ° III=1 I III—III=1 I =1 I=1 I—III=1' =1 I I I I I� 1=
OUTSIDE EDGE OF DECK TO BLDG = I—I " . I III - �-(4) 2" STRINGERS,
I I I=1 I 1 III- L I 11— _ _ _ _ III- Iq" O.C.
—�I =1 III ,.,° Ill—I I 1—I -1 —111-1 I I—I'
a 5'-6" = CONCRETE FOOTING
'll ..'; 111�'
III=1 I s " = - I I cRU5HED AGGREGGATE
d —III—I I o =11 I- BASE STONE, TYP.
! III=III III- UNDISTURBED I ` ° • I (2) 2"x8" 61RDER5
=III—I I I — EARTH, TYP. -III 11= ATTACHED TO FOOTING
III II 9• '�' I,
— I I —I -III'.' I-_ WITH P05T ANCHOR
III III- III-
= I = III F� - CONCRETE FOOTING IN
A I I : 11 I ° III- A 5ONNA TUBE, TYP.
HE 1 AlEl
CRU5HED AGGREGATE
23 - I - I1=1
=1I I—III—i' I I —I HE
I11. BASE STONE, TYP.
i1=IiI=ITi= 'II III ;=1II,���
10
PROPOSED DECK - PLAN VIEW SCALE: 1/4"= I'-0" PROPOSED DECK - SECTION AA SCALE: 1/2"= I'-O"
PROPOSED DECK DRAWN: JONATHAN CHARWICK
34 SOUTHGATE. DRIVE F DATE: APR I L 23, 2001
HYANN I S, MA 02601 -
SCALE: AS NOTED