HomeMy WebLinkAbout0413 WHISTLEBERRY DRIVE n _ _
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TOWN OF BARNSTABLE BUILDING P IT APPLICA
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Map 06. Parcel D �a �-Z3'�� Application # ni ac (o0 `'
Health Division 2n kd H010 Date Issued
I
Conservation Division Dl(mv)* Ahkt ov} IOU� hAn ZonG - Application Fee
+do fey eros.O Cvn1�S
Planning Dept. W6 0 `^.5 beYb'ti` I'�-Permit Fee ` �;,
Date Definitive Plan Approved by Planning Board
/lie rg : Ro,eb Op e
Historic - OKH _ Preservation / Hyannis Pv-ytnr%r i a Sir
Fill
Project Street Address
Village
Owner Zl l;�;h ac/ 4 . Ga,Y,6 ,-,n r Address 3 Tti
Telephone
Permit-Request' is,r Gl rtQ..e�,�L �,�, ~4-r - .� 1"�- �awc� o�Y�`'
Square feet: 1 st floor: existing proposed 171,� 2nd floor: existing proposed 75,E Total new
Zoning District Flood Plain Groundwater Overlay
1 _ Project Valuation 4 U Construction Type .MVP k v
!� Lot Size /741 Grandfathered: UKes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family 1211" Two Family ❑ Multi-Family(# units)
Age of Existing Structure 41 �,✓ /Historic House: ❑Yes �o On Old King's Highway: ❑Yes R(No
Basement Type: dct Full ❑ Crawl �7 Walkout ❑ Other
Basement Finished Area(sq.ft.) ® Basement Unfinished Area (sq.ft) l 79,61
:f Number of Baths: Full: existing new 2 Half: existing new i
Number of Bedrooms: existing �new
Total Room Count (not including baths): existing new First Floor Room Count
Heat Type and Fuel: (9 Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ®Yes ❑ No Fireplaces: Existing New I Existing wood/coal stove: ❑Yes �dNo
37f 0�
Detached garage: ❑ existing &new size/,Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ❑'new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes 6a No If yes, site plan review #
Current Use W_ Proposed Use 5 �
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name rs�r��t/�,u,,, /YfS Telephone Number SOS — y77-r39Y
Address 3 TaA1- Ad License # r S 0 512 103
I
& .✓et Home Improvement Contractor# f l y b 3
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
FOR OFFICIAL USE ONLY
APPLICATION#
DATEISSUED "
MAP/PARCEL NO.
ADDRESS VILLAGE
' OWNER
DATE OF INSPECTION:
.lafOUNDATION��3 10115
�b
IMP
FRAME ' LY t 30. _ �G 7 !{e�r 56 a B 9 •z�f,�tK�G� S/�nov""""
-,:_INSULATION Al�tlS iDh6/4-444 &- 181A v�Jdo�io
FIREPLACE
ELECTRICAL: ROUGH FINAL
?' PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
t, FINAL BUILDING �F :SU b z�- l6R =`< ®K l V,g ➢-mcf<
DATE-CLOSED OUT
ASSOCIATION PLAN NO.
C,4-S
��►�l Cam. - .e)
1
.j
i .. . ... ..
Dia Commanywalth af Uassachusrzs
Depart t r�;�'Iaulr SI FtXt�4ccrdentS
- - Office of fnVestkMfio Ys
600 Washington Sheet
fflstony MA 0?11I
www.a�nasSgo Idia
Work-e& Campensatlon Insurance Affidavit Builders/�on x a:ctorsMectricianslPlumbers
Applicant Infarmation Please Prilaf Legibly,
Name(�� ionfludividn4_ L4-1,11 w&
Ad& : -3 --
City/Stat--/Zrp: M O Phone4- 6D97
Are you an employer?Check the appropriate bow Type of p_r (r
��� _ eras contractor.and 6- Por,an ���-
L�1 i am a employer with Q 4 ❑ I �onst,�.
employees(full andlorpatt-time)* havelureathe sub<-coufracfrn-s.
listed on the attached sheet 7- ❑Rein de-ling2-❑ I am a sole proprietor or partner- These sah-coafracko�h.-ve
ship and have no employees S_ ❑Demolition
working for mein any capacity_ employees and have workers' 9- ❑Building additicn
L`o workers' comp.inY74r a comp-insurance 1
reT!tired] 5-❑ We are a corporatim and its 10_0 Electrical repairs er act-mows
3-❑ I am a hamaouMer doing all work oftirers ha-m exercised fheir 11.0 Plumbing repairs or a6 itc
myself [No workers'comp right of e�emptioaper hTGL 12-0 Roof repairs
in sl m-n a require&]t c-152, §1(4} and we)ate no,
employees,-[No worms' 13_0 Other
comp-iasuraace required-]
lfsy snpli c of that cheds box;rl nmst also fill oiA the section below shawmg ffietr wadtere conpensrfioar policy infarnziaa_
�Hnmeawn�s crho submit ihir.afa"rlsvif inm r�the}•ate 3oittg�tSudC seat then bite natside contractors nm;t SalXait a�ai�dsrit m",r`�sari
C.ba?ncmrs that rTlea this tact must stffidhed sa additional sheet showing the name of ibe s sand Sate Rhethec pcnot t sE Mies fL�e
employees- If the sttlrconttactots have empIoytes,they must povide their warless'comp pasty number
X am an employer that isprsniz&xg workers'comper=twn&m4raac.&for.-ry erxploygas. Belau is the policy and job srh3
information
Insurance Companyldame: �-,�� �C
Policy-or Self ins Lic—g- Expiration Date:
Job Sites Address: �� 1v�s� e V-4 C ity/S tat eI2ap: �1�7 yUrS
Attach a copy of the workers'compeasa bA policy declaration page.(showing the policy-:umber.and expiration date).
Failure to secure co-verage as required-under Section 25 q of MGL c. 152 can lead to the imposition of criminal penab i.es of a
fine up to$1,500.Oa and/or one-yeariu4ni as well as civil perms in the fo=of a STOP WORK ORDFRZaad a oe n
of up,to$250M a.stay against the violator_ Be advised that a cDpy of this statement may be fnrwarded to the Office of
Imtestigstions of$re DIA for in-gn=e coverage verification_
lda hereb}r certify rtmder tlwpains airdpenaUiss o: --F1UY tltetthe an,fotmcat&n prcnic £pabm a is.hue and carrect
Sitmatare: Bate:
Rhone 9:
Ojficra£use an[y. Da not write in Mis area,tv be completed by cfi3v or biva afj-ic&L
I ,
Cite or Town: Permitucense M
Issuing Authority(circle one).:
1.Board of Health ?.Buil-ding,Department I CitylI wm Qerk 4-Elerfirical Inspector S.Plumbing Insp--ctor
.6.Other
Coa€sct Person: Phone 9:
6
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees.
Pu suantto 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,partaership,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 appurtenant 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 shaII withhold the issuance or
renewal of a license or permit to operate a business or to construct buildings in the commonive:alth;:or auy
applicant who has not produced acceptable evidence of compliance with the insurance.coverage required_"
Additionally, MGL chapter 152, §25C(7)states "Neither the commonwealth nor any of its political subdivisions shall
enter into any contact for the peformance of public work until acceptable evidence of compliance v ith 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,if
necessary,supply sub-contractors)name(s), addresses)and phone number(s)along with their cerniicatc-(s) of
insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employe s other than the
members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have
employees, a policy is required. Be advised that this affidavit maybe submitted to the Departalent of indu_seirial
Accidents for confirmation of insurance coverage_ Also be sure to sign and date the affidavit 'I1ze aZdavit should
be returned to the city or town that the application for the permit or license is being requested, not the Depar`iinent of
Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'
compensation policy,please call`1ue Department at the mmmber lis-Lj--d below. Sell insured companies should enter their
self-inc,rnnce license number on the appropriate line,
City or Town Officials
Please be sure that the affidavit is complete and printed legibly. The Department has provided-la space at the bo'u`om
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 all in the permitllicease number which will be used as a reference number. In addition,an.applicant
that must submit multiple pernit/license applications in any given year,need only submit one a davit indicating current
policy information (if necessary) and under"Job Site Address"the applicant should write"all locations in (city or
town)."A copy 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.Where a home owner or citizen is obtaining a license or permit not related to any business or co;Lmercial venture
(i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this aff da,,-it
The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,
please do not hesitate to give us a call.
The Department's address,telephone and fax number:
it. COII2IDonwealth of Massachusetts
Department of Industrial Accidents
Office of kvestigatious
600 Washingtaa Stc,�!et
Boston_-MA 02111
Tt hk 617 727-a900 W?06 or 1-97—f-DABS A.FE
Fax-A 617-727-7—7 4Q
Revised 4-24 07 .p w,w-7-as,3.gaWdia
Massachusetts Checklist for Comp0ance(78o Cl%lfrt 5301-7.1-1)'
Chc'ck
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)................................................................................................................. 110 mph
WindExposure Category.........................................................................................................I............... B
Wind Exposure Category................Engineering Required For Entire Project.......................................;C
1,2 APPUCABILnY v
Number DfStDries(a roof which exceeds 8 in*12,slope shall be considered a story) �_ stories 52 stories
RoofPitch............................................................................(Fig 2) -------------- .......................... id-, s 12:12
Mean Roof Height :..........................................................-(Fig 2)........................................ ft 5*33'
Building Width,W ...........................................................r..(Fig 3)....................:........................... 57, ft 15 801
Irl
BuildingLength,L ..................................................;...........(Fig 3)................................*.............................. ..... q:L-ft 5 B01
1)�'g 3:1
Building Aspect RRatio ..D(LPN) ....... .......................................(Fig 4)................................ i ...... .
Nominal Height of Tallest
t.Dpening2 .............................:.....(Fig 4)...._......_.._.._...............-_-.........._.V_T7 6's.
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2).._......:6............ .........................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrdte.................................................................................................................................
ConcreteMasonry...................................................................................................................
2-2 ANCHORAGE TO FDUNDATIDN''3. tf
5/8"Anchor Boh;imbedded-Dr5/8*Proprietary Mechanical Anchors asanaltemativein concrete oN
Bolt Sppcing—general ........................................:.(Table 4).............................................
Bolt Spacing from endrjDint of plate .............................(Fig-5)....................:................. in.:5 6'—12-
Bolt Embedment—concrete.......:.................................(Fig 5)...,.....-__-_.____........._:_._..__:___.__.....7—*in. 7"
Bolt Embedment-masonry.........................................(Fig 5)............;....... ....................... in._>15'
PlateWasher..*..............................................................(Fig 5)........................................... ', 3 x3 x /.
3.1 FLOORS
Floorftming member spans checked ..............................(per 7130 CMR Chapter 55)..................................
ft:5 12'
Maximum' Floor Opening Dimension..................................(Fig 6)........... .................................I'll-_0
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).............r.............................*........a ft 5'd
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)......................................................10 ft i�d
Floo'r.Bracing at Endwalls;.....................................................(Fig 9)....................... .....................
Floor Sheathing Type .......................................................(per 780 CM R.Chapter 55)......
Floor Sheathing Thickness ................................................. (per 780 CMR Chapter 55).:....................4 in-
Floor Sheathing Fastening._."................:........................ (fable 2).. d nails at_y2_in edge/jap field
4.1 WALLS
Wall Height '
Loadbearing walls...........:.............................................(Fig 10 and Table 5)..........................
Non-Loadbearing walls..................:.............................(Fig 10 and Table 5)...................
Wall Stud Spacing ............... ..
............ ............................(Fig 10 and Table 5)...................A;in.15;24'o.C.
Wall Story Offsets . .....................................................;..(Figs 7&8)............................................ O ft s d ..
4-2 EXTERIOR-WALLS'
Wood Studs
Loadbå%calls.................. .......(fable 57).................... ft in.
................................ c
Non-Loadb
Ils..................................................(Table 5)...............................2x_k o in. I,,--
Gable End Wall=
Full Height Endwalf Studs............................................(Fig 10).................................................................
7
WSP'-Attic Floor Length................*...............................(Fig 11)............................................ ft ZW/3
Gypsum Ceiling Length(if WSP not used)....:..............(Fig 11)...........................................)4L ft;_-0.9w
and 2 x 4 Continuous Lateral Brace @ 6 fL o.c...(Fig 11).............................................................
or 1 x 3 ceiling furring strips @ 16'spacing.min.with 2 x 4 blocking'@ 4 fL spacing in end joist or truss baykiz
Double Top Plate
Sp5ce Length
-------- .......*........*................._(Fig 13 and Table 6).................................... C ft
Splice Connection(no.of 16d rzMM.Dn nails)..............(Table 6)........................................................
Nfassachusetts Checklist for Compfiance (78o•ch1R5301.Z.i-I)r
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 ....................................................... able 9 ft in.511'
Sill Plate Spans .................._.....__...._..:....._._..........(Table 9)..._..._. �ft in.511.
Full Height Studs (no.ofstuds)..................................(T'able 9)....................._................._............._` _ _
Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9)
Header Spans................:............................................(Table 9).....................:_.......,.;, t� ft�in.512' _
Sill Plate Spans...........................................................(Table 9)................................... Itsin.5 IX _
Full Height Studs (no.of studs)....-,".
tuds)...._..................__...._....(Table 9).....................................................
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Bulding Dimension, W N
Nominal Height of Tallest OpeningZ ................................................................... ....... 5
Sheathing Type..............................................(note 4)..............
Edge Nail Spacirrg................................,.........(Table 10 or note 4 if less).............::-:........
0. in.
Feld Nail Spacing......................................:...(Table 1D)................................�.:.ems in. ✓f
4 Shear Connection(no.of 16d common nails)(Table 10).............-------------
..� v: .... Y
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 OperiingZ....................................:..............................:.....
Sheathing-type..............................................(note 4).............:....................................... (�/G
Edge Nail Spacing able i 1 or note 4 if less ................. in.
P g......:.........................__'_..(Table ) —&-
7 Field Nail Spacing................ = (Table 11) ........� in.
Shear Connection (no.of 16d common rfails)'(lable 11)
Percent Full-Height Sheathing able 11 :: ::
9 g......................(T )..........--.. .. -
5%Additional Sheathing for Wall with Opening>6'8' (Design Concepf�
Wall Cladding
Rated for Wind Speed?............... .
5.1 ROOFS
Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Webs'rte)
Roof Overhang ................................................ (Figure 19 ft 5 smaller of 2'or V3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift.......................................-.......(Table 12).............................................U=_�&plf 4/
Lateral.........-•..................................(Table 12).............................................L-j-wplf
Shear............................-...................(Table 12)..........._....................._.._.......S=--71 Plf
Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= ^ plf
Gable Rake Outlooker................:.........................(Figure 20)............. ft 5 smaller of 2'or L/2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
UPI ••.....................:.....•.• •----•.....(Table 14).............................................U=Cf lb.
Lateral(no. of 16d common nails)...(Table 14)......... .........:...................L a lb. .
Roof SheathingType. 1�_... ' �.1_. (per 780 CMR Cha. tiers 5B and 59
Roof Sheathing Thickness...................:......................:............................................5� in.a: /16'WSP
Roof Sheathing Fastening............................................ able 2 .............:...................
Notes:
-1. . This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements'-of
780 CMR5301.2.1.1 Item 1. If the checklist is met in its entirety then the fallowing metal straps and hold downs are.not
required per the WFCM 110 mph Guide:
a. Steel Straps per Fgure 5
b. 20 Gage Straps per.Fgure 11
c. Uplift Straps per Figure 14
d. AiI Straps per Figure 17
e. Comer Stud Hold Downs per Figure 1Ba 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 I and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thiclmess pressure treated#/2-grade.
Affidavit of Substantial Financial Interest
of on oath
depose a d state as follows:
1. 1 am an applicant for a building permit for_the property located at Ma -Parcel
. The address.of the property is / fIlL,
2. 1 have % legal.or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from today's date, which is eo , the
following individuals or entities have had a 1% or greater legal ore uit le interest in
the re;ikoroperty which is the subject of the building permit application which is
identified in paragraph 1 above:
Name �'-e;�`c-valy, Address
4. Within the last twelve months, from today's date, which is `Q d / , I have had
a 1% or greater legal or equitable interest in the following prope6ig which have been
the subject of a building permit application:
Map/Parcel ®(� Address j
/a
5. Within this calendar year, I have submitted building permit applications•for
property in which I have a 1% or greater legal or equitable interest. .
6. Within the last ten days, [ have submitted building permit applications for
property in which I have a-1% or greater legal or equitable interest.
7. Within this month, I have submitted 0 building permit applications for property in
which l have a 1%legal or equitable interest.
8. Within this month, I have received building permits for property in which I have
a 1% legal or,equitable interest.
Signed.underthe pains and penalties of perjury,.this- day of 1200 ._
2001-0050/afFin 1
O/LOTTERY/AFFIDAVIT
Town of Barnstable
o�
Regulatory Services
NA_Iqa $ -Richard V.Smli,Interim Director
16
Building Division
Tom Perry,]Building Commissioner
200 Main Street Hy�MA 02601
www.town_barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-6230 .
_ Property Owner Must.
Complete.and Sign This Section
If Using A Builder
zc a2L—,e- , as Owner of the subject property
heseb7 authorize (1fr��Y �,•,,�„�t to act on my behalf;
in all matters relative to work authorized b7 this building permit
/ Lv -Dr.
(Address of Jo
Pool fences and alarms ate the responsibility of the applicant. Pools
are not to be filled or.utilized before fence is installed and all final
inspections are performed and accepted.
Sib ltate of Owner Signatnre of Applicant
Print Name Print Name
_ Date
l U v1'ja V t u cax 11.%ua iviLe -
- Regulatory Services.
Richard V.ScEA Interim Director. "• -
BnfIding.Divisiion
'* laMENtr Tom Perry,Building Commissioner
MASS
2U0 Main Street, Hyannis,MA 02601
www.town.barnstablemaus
Office: 508-862-4038 .Fax: 508-790-6250
HOMEOWNER LICEN M ExEh=0N
- Plcase Print
DATE:
JOB LOCATION' -
mmmber St=t vwage
"HOMEOWNER":
names. home phone# work phone W
CURRENT MA]LING ADDRESS:
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 OFHOMEORTM
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which.there is,or is inteaded-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 Buildmg 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"homeQwnen"as=es responsR)Mty for compliance with the State Building Code and other applicable codes,
bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection
procedures and requirements and that he/she will comply with said procedures and requirements.
Signatse of HDmcowncr
Appioval of BuddingOfcial
Note: Three-family dwellings containing 351000 cubic feet or larger will be required to comply with the State Building Code
Section 127.0 Construction ControL
HOM WNER'S EXEIdMON
The Code states that: "Any_homeowner performing work for which a building permit is required shall be exempt
from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner
engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities'of a supervisor
(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15).TI j§jack of awareness often
results in serious problems,_particularly when the homeowner hires unlicensed persons.. In this ease;our Board cannot
proceed against:the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is'
ultimately responsible.
To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part.of the
permit application,that the homeowner certify that he/she understands the responsibrf'es 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
Q:tWPFIIESXPORM51bm1dmgpamkfamzslEx YM&doc
REScheck Software Version 4.6.0
CA/]
Compliance Certificate
Project George Lambros
Energy Code: 2012 IECC
Location: Marstons Mills, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Orientation: Bldg. faces 0 deg. from North
Conditioned Floor Area: 2,110 ft2
Glazing Area 15%
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Corgi 60 P
Whistleberry Dr George Lambros Colony Insulation, Inc
Maraston Mills, MA 02648 Whistleberry Drive 28 Jonathan Bourne Drive
Marston Mills, MA 02648 Pocasset, MA 02559
Compliance: Pas�ses Using performance alternative
Compliance: 2.7%Better Than Code
Envelope Assemblies
Gross Area Cavity Cont. Glazing
Assembly or R-Value R-Value or Door UA
Perimeter U-Factor
Ceiling 1: Flat Ceiling or Scissor Truss 490 38.0 0.0 0.030 15
Ceiling 2: Cathedral Ceiling 400 38.0 0.0 0.027 11
Ceiling 3: Flat Ceiling or Scissor Truss 1,000 38.0 0.0 0.030 30
Wall 1:Wood Frame, 16"o.c. 544 20.0 0.0 0.059 28
Orientation: Front
Window 1:Wood Frame:Double Pane with Low-E 56 0.290 16
SHGC: 0.50
Orientation: Front
Door 1: Solid 20 0.290 6
Orientation: Front
Wall 2:Wood Frame, 16"o.c. 544 20.0 0.0 0.059 24
Orientation: Back
Window 2:Wood Frame:Double Pane with Low-E 48 0.290 14
SHGC: 0.50
Orientation: Back
Door 2: Glass 90 0.290 26
SHGC: 0.50
Orientation: Back
Wall 3:Wood Frame, 16" o.c. 336 20.0 0.0 0.059 17
Orientation: Left side
Window 3:Wood Frame:Double Pane with Low-E 42 0.290 12
SHGC: 0.50
Orientation: Left side
Project Title: George Lambros Report date: 11/18/14
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Gross Area Cavity Cont. Glazing
Door ILIA
Perimeter U-Factor
Wall 4: Wood Frame, 16"o.c. 336 20.0 0.0 0.059 18
Orientation: Right side
Window 4: Wood Frame:Double Pane with Low-E 32 0.290 9
SHGC: 0.50
Orientation: Right side
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,620 30.0 0.0 0.033 53
Mechanical Equipment
Description Fueltype Efficiency(Except Gas-Fired Steam) Gas 80 AFUE
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
cal I tions submitted with the permit applicati a proposed bui ding has been designed to meet the 2012 IECC requirements in
E c e k Version and to comp) he manda ory require nits listed in th ' eck spection Checklist.
,,,
Name-Titl i ure U Dat
Project Title: George Lambros Report date: 11/18/14
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_ I
REScheck Software Version 4.6.0
Inspection Checklist
Energy Code: 2012 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
& Req.ID
103.1, ;Construction drawings and ❑Complies
103.2 documentation demonstrate ❑Does Not
[PR1]1 ;energy code compliance for the
;building envelope. ❑Not Observable
❑Not Applicable
103.1, ;Construction drawings and ❑Complies
103.2, (documentation demonstrate ❑Does Not
403.7 ;energy code compliance for ;
[PR3]1 ;lighting and mechanical systems. [:]Not Observable
:Systems serving multiple ❑Not Applicable ;
;dwelling units must demonstrate
;compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;
403.6 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not
[PR2]2 on loads calculated per ACCA
Manual J or other methods Cooling: 3 Cooling: �❑Not Observable ;
Qt Btu/hr Btu/hr :❑Not Applicable
approved by the code official.
;
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: George Lambros Report date: 11/18/14
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2012 1ECC Foundation Inspection> Comphes? � 4 Comments/Assum`ptions;
303.2.1 ,1A protective covering is installed to ;❑Complies ;
;[IF031]3;; ; protect exposed exterior insulation ;❑Does Not
Viand extends a minimum of 6 in. below ;
grade. :[]Not Observable;
❑Not Applicable
4038 (snow-and ice-melting system controls,❑Complies
[FO12]2 4 installed. ;❑Does Not
;❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
i
i
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3)
Project Title: George Lambros Report date: 11/18/14
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i
1 Y�)qf' �Yy. M ,r ' ig , ai. ME,
..,'�: . }y f ;vg $P^'$ Y�_, .'"y;,y
5,Secti -' J f ,y 5 � PI'ans Verifietl Fieltl Ver�f�etl ��.rS£,'��a s :. ? lgcw?
/Ass-ulonssValue� a u. gJil
h ,k,.. ,�5.•i L ,. w'!Xo,, ,,S K-
402.1.1, DoorU-factor. U- U :[]Complies ;See the Envelope Assemblies
402.3.4 :❑Does Not ;table for values.
[FRl]1
;❑Not Observable;
❑Not Applicable
402.1.1, f Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). ❑Does Not ;table for values.
402.3.3,
402.3.6, ; ;❑Not Observable ;
402.5 ;❑Not Applicable
[FR2)1 i
r
303.1.3 ;U-factors of fenestration products ❑Complies ;
�Y
[FR4]1 ;are determined in accordance � <�'�~,� ��, ��" ❑Does Not ;
4 ;with the NFRC test procedure or � � . ❑Not Observable '
;taken from the default table.
❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;
[FR23]1 :installed per manufacturer's s °ODoes Not
instructions.
❑Not Observable
.. ..a .. +,. ` ❑Not Applicable 1
402.4.3 :Fenestration that is not site built ' ❑Complies ;
W mr
[FR20]1 ;is listed and labeled as meeting tif} # ❑Does Not
AAMA/WDMA/CSA101/I.S.2/A440 � '
;or has infiltration rates per NFRC ❑Not Observable
;400 that do not exceed code ❑Not Applicable
limits.
402?44 `, IC-rated recessed lighting fixtures ❑Complies
[FR"136]z,six sealed at housing/interior finish t ❑Does Not -
n ,� ;
and labeled to indicate <_2.0 cfm ❑Not Observable '
leakage at 75 Pa.
❑Not Applicable
405.2 :All ducts in unconditioned spaces ; R R ;❑Complies
[FR25]1 :or outside the building envelope ❑Does Not
:are insulated to >_R-6.
r ,❑Not Observable 1
1 1 3 1
❑Not Applicable ;
403.2.2 ;All joints and seams of air,ducts, ❑Complies
[FR13]1 :air handlers,and filter boxes'are ❑Does Not
;sealed.
CO) 7r� ❑Not Observable
[]Not Applicable
4031,2'3�.d;Building cavities are not used as ❑Complies ;
[FR35]3lducts or plenums. iV ❑Does Not
r 1 i
i � ❑Not Observable
❑Not Applicable
403Y3 r HVAC piping conveying fluids R- R- ;❑Complies
[FR17]? above 105 QF or chilled fluids ; :[]Does Not
Y below 55 QF are insulated to>_R-
6_; 3• ;❑Not Observable ;
❑Not Applicable
403.3.1 ;Protection of insulation on.HVAC ❑Complies ;
y. .
[FR24]1 :piping. ,7 ❑Does Not
❑Not Observable '
❑Not Applicable
4°034�2� Hot water pipes are insulated Ito R= R- ;❑Complies
u b, w
[FR18]Z i>R-3. : ; UDoes Not.
5��� 41, ;❑Not Observable
u ❑Not Applicable
1 High Impact(Tier 1) 2u Medium Impact(Tier 2) 3y Low Impact(Tier 3)
Project Title: George Lambros Report date: 11/18/14
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Section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
& Re .ID
403.5 Automatic or gravity dampers are ❑Complies
[FR19]2 installed on all outdoor air ❑Does Not
{ intakes and exhausts. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
I
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: George Lambros Report date: 11/18/14
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z, y;..,, fd �r tl v:.1 t :r.. r "1 s v 5 n2 i 'nnra ki F"�Td� ; ',,;1 h:.5' ia, i i 8 wq i,,".C
it
$.eCLIOH M ;r ' �a1 `} �i 1li .<} �3d:`IC tsEd Pr1rk ?�� a ui 55r "� C r .j,
..,,.: ..,r p,:. , ),:�', Plans Nerifiedr Rield sV.ecif�ed tt .,-EeK..,, x, ��:;G a -�
?Insulation nspect�on
c�.. �, �;,.;,:r. �d ' (,>':,i�K� .';r�< 4 "rd< d,it Compl�esr ,�,s iComments/Assumptions
"�1
�
303'1� All installed insulation is labeled ❑Complies
[IN13]?iR, or the installed R-values ❑Does Not
� �xf provided.
x ' ,1 []Not Observable. ;
❑Not Applicable
402.1.1, ;Floor insulationA-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not ;table for values.
[IN1]1 ;❑ Steel ;❑ Steel ;❑Not Observable ;
❑Not Applicable
;
303.2, ;Floor insulation installed per 1. ❑Complies ;
402.2.7 manufacturer's instructions, and ,q ; ❑Does Not '
[IN2]1 ;in substantial contact with the
(� ;underside of the subfloor. �. []Not Observable ;
❑Not Applicable
402.1.1, ;Wall insulation R-value. If this is a: R- R- ', Complies ;See the Envelope Assemblies
402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ❑ Wood j❑Does Not ;table for values.
402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable '
[IN3] ;exterior,the exterior insulation Steel Stee
l
:requirement applies(FR10). ❑ ❑ ;❑Not Applicable
303.2 Wall insulation is installed per b. ❑Complies ;
[IN4]1 manufacturer's.instructions. ❑Does Not
V ❑Not Observable '
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2-- Medium Impact(Tier 2) ;-<<3 Low Impact(Tier 3)
Project Title: George Lambros . Report date: 11/18/14
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SeCtlol .k'.t M;;x �s zr•4-Z",�',�e< ri„-#'dam q ..s�•"> rM, n.s 4 '�^fK.
", '+ `+rk "x,,:6,ruw. ,• '..,- - _.... sue* .Sad ..^,t,„x ,y`7..-
, x ;, sE< �: .. �Ians VSerif�ed F,IeIdVerlfied ,x � ;�? ,�n_ ` :
MFinal lnspec#IonProv�s�ons{ 2 T° -. _ -Complles =• Comments/Assumptrons -
&yy"Re �3Value .� Value 5 * � �s��
_9-_.._ .;d �J�•F.,L'-'aSnz.., ''•�--#"4fi,,;�ks.. rye.�_"i8,s;,"x s;i�'�,;�.� ��-��$���F.•Y,�'R�4.1, „�..n��3, S.-
402.1.1, Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies
402.2.1, j❑ Wood ;F-1 ❑Wood , Does Not ;table for values.
402.2.2, Steel Steel
402.2.E �. :[]Not Observable ,
[Fl111 ;❑Not Applicable
00
303.1.1.1,;Ceiling insulation installed per ❑Complies
303.2 :manufacturer's instructions. ' ❑Does Not
[F12]1 ;Blown insulation marked every ``
❑
300 ft'. 's Not Observable
❑Not Applicable
'402,2�3 'Vented-attics with air permeable ..Ar. ❑Complies ;
insulation include baffle adjacent ❑Does Not ;.
to soffit and eave vents that
extends over insulation. ❑Not Observable ;
s r2,rfi;a ❑Not Applicable
402.4.1.2 Blower door test @ 50 Pa.-<=5 ACH 50 = ACH 50 = ;❑Complies ;
[FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not
±<=3 ach in Climate Zones 3-8.
,❑Not Observable ;
❑Not Applicable
403.2.2 Duct.tightness test result of<=4 cfm/100 cfm/100 ;❑Complies
[F14]1 i cfm/100 ft2 across the system or, ftz- ft2 ❑Does Not
00
<=3 cfm/100 ft2 without air , Not Observable '
handler @ 25 Pa. For rough-in ;
,tests,verification may need to ; ; Not Applicable
loccur during Framing Inspection. ;
403.2.2.1 ,Air handler leakage designated Y.❑Complies
[FI24]1 ;by manufacturer at<=2%of ❑Does Not
;design airflow.
[]Not Observable ;
❑Not Applicable ;
403.6 ,Heating and cooling equipment k " []Complies
[FI5]1 :type and capacity as per plans. ❑Does Not
; .. ❑Not Observable
❑Not Applicable j
4031 �Programmable thermostats ❑Complies
installed on forced air furnaces. ❑Does Not
�tt
❑Not Observable
21 � ❑Not Applicable
403121� Heat pump therm ostat'installed ❑Complies ;
z3on heat pumps. ❑Does Not
� ❑Not Observable ;
� a E
❑Not Applicable
4043�4 1, �F Circulating ❑Complies.service hot water � � ��� . ,
T Jsystems have automatic or ❑Does Not
accessible manual controls. < .
S � ❑Not Observable ;
<M mpg ❑Not Applicable
401 5a All mechanical ventilation system ` ❑Complies
[FI25]2Z Mans not part of-,tested and listed ,' ❑Does Not
HVAC,equipment meet.efficacyyR ;
' 1X;and air flow limits. []Not Observable ,
w ❑Not Applicable
404:1 ;75%of lamps in permanent— []Complies ;
[F16]1 Ifixtures.or 75%of permanent 3"' ❑Does Not -
;fixtures have high efficacy lamps. a
a ❑Not Observable ;
Does=not apply to low-voltage ' ?
;lighting. ❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) u3 Low Impact(Tier 3)
Project Title: George Lambros Report date: 11/18/14
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- ,
;$eCt10Y9,, r�5 hr3.n' r .. .7,.�.wr n,--,,..� €4si:a �"'�z't` '�'��i � � iva�d,�'i�;v;rii"� Z- �,r� ',.�„'�g F u'� �as..��G, t
:,......, ��� a.jar,.. v .. r t(?la'n'sVerified� F.ieldVer�f ed� ;�� � � r ti
' #{ "Final�lns ect�onPr•,ovisions �r x-.„ a r fr Com Ices?'. �tCommenis/Assum4 ion
kip .values , x�Value P, � P
4,041%1� Fuel gas lighting systems have ❑Complies
,. .
(F123J3 no continuous pilot light. ' ❑Does Not
❑Not Observable
b 3 ❑Not Applicable
401'3 a Compliance certificate posted. ❑Complies
FI7=2" `
v
I [ ] � a -', ��' `' ❑Does Not
? " x ❑Not Observable '
❑Not Applicable
303,3 Manufacturer manuals for z' ❑Complies
(F118]3 jmechanical and water heating �` r ❑Does Not
systems have been provided.
L � w ❑Not Observable ,
❑Not Applicable
Additional Comments/Assumptions:.
I '
i
I - .
I
1 High Impact(Tier 1) Z Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: George Lambros Report date: 11/18/14
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2012 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 20.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Door Rating U-Factor SHGC
Window 0.29 0.50
Door 0.29 0.50
CoolingHeating&
Other (Except Gas-Fired Steam) 80 AFUE
Cooling System:
Water Heater:
Name: Date:
Comments
( off
t 111*GWde to {i,'ood Constriction in fli;/I 11"ind Areas: /10 mph Wind Lone-
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.0'
Z Check
�y �e Compliance
1.1 SCOPE
WindSpeed(3-sec.gust).....................................................:............ .................................................110 mph
Wind Exposure Category B
1.2 APPLICABILITY
Number of Stories .............:..�..... . ..................................(Fig 2) 2 stories s 2 stories
Z.....................................(Fig 2 L� s 12:12
RoofPitch ......................$...,..1.... ( 9 ) ......................................
MeanRoof Height ................L.. ...............................(Fig 2)..........................................,.... ft s 33'
BuildingWidth.W .................ZT�......................................(Fig 3).......................,........................ ft s 80'
BuildingLength. L ................2 .. ... ..................................( 9 ).............................,................... ft 5 80'
Building Aspect Ratio(L/W) ..... .. .. ..................................(Fig 4)................................................. . 5 3:1
z .......... 5 6'8"
Nominal Height of Tallest Opernng ..7�D............ : ...(Fig 4)......................................
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete...................................:..........................................................................................
Concrete Masonry ...................... .. ........................................
2.2 ANCHORAGE TO FOUNDATION1.3 �W40'/_.
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general ................ 1L.4."..Pr.C(Table 4)............................................. . in.
Bolt Spacing from end/joint of plate ............. . (Fig 5)..................................... in. <_ 12^
Bolt Embedment—concrete.........................................(Fig 5)........................................ .
Bolt Embedment—mason ........................(Fig5)............................................ — in. >_ 15"
PlateWasher...............................................................(Fig 5)...............................................�3"x 3"x'h"
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55)....................................
Maximum Floor Opening Dimension...................................(Fig 6)..........................4�1Z ft 5 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)....................................................=ft s d
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................=ft s d
FloorBracing at Endwalls...................................................(Fig 9).................. .................................................
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....................................
Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55 ....................... n.
Floor Sheathing Fastening..................................................(Table 2)..�d nails at(bin edge/ i field
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5)........................... on s 10'
Non-Loadbearing walls................................................(Fig 10 and Table 5)........................ ." s 20'
Wall Stud Spacing (Fig 10 and Table 5)....................*in. s 24"o.c.
WallStory Offsets .........................................................(Figs 7&8)............................................. ft s d
4.2 EXTERIOR WALLS3
Wood Studs �X 8 t
Loadbearing walls.... ?4............................................. able 5)..............................2x_1 ft — in.
Non-Loadbearing walls................................................(Table 5)................
2x ft in.
Gable End Wall Bracing'
_.� Full Height Endwall Studs...' �... � .. QS..(Fig 10)...................................................... ...........
WSP Attic Floor Length............................................ ...(Fig 11)........................:.................... fq ft aW/3
Gypsum Ceiling Length ,f WSP not used .....:.............(Fig 11 ...........2 ft a 0.9W
P�tNOF MASsq 2 x 4 Continuous Lateral Brace Q 6 ft.o.c. .. (Fig 11).............................. ..............................
le Top Plate a '
MICHELE m (Fig 13 and Table 6 �....V.( ' ft
cn phce Length ( 9 ) •��•
CUDILO
STRo347H4 L `n Ace Connection (no.of 16d comet,n nails) .. . .. . ...(Table 6).. .... ...................I..................... . ....
I .
FSSIONAi- l
HOW 25'14 a A=�
�6V.05 Rom, 0413 V441src.eBe*-. -Y l V- �, 0�'lA�s�rss ��u s, HA
A 111'C Grride is Wood Con.clructiott hi High 11'ind.Areas: l 10 mph Whid%ogle
Massachusetts Checklist for Compliance (7 1)C R5301.2.11.1)'
Loadbearing Wall Connections l
Lateral(no.of endnailed 16d common nails).PIA.-(Table 7)........................................................ 2
Non-Loadbearing Wall Connections
Lateral(no. of endnailed 16d common nails)...... ......(Table 8)........................................................
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans J.................................(Table 9)...............................�ft_'in. s 1 Y-�f-3\
Sill Plate Spans (Table 9).................................��ft — in. <_ 11' J
Full Height Studs (no.of studs)..... ..�...J....................(Table 9)................................................... t
Non-Load Bearing Wall Openings(re rd largest opening but check all openings for compliance to Table
HeaderSpans...........................1. .............................(Table 9).................................. ft in. 5 12
Sill Plate Spans............................ .... .........................(Table 9)...............:................fi�ft!in. 5 2"
Full Height Studs(no. of studs)...?� �.�......................(Table 9)...................................................
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously°
Minimum Building Dimension,W =14-
2 t k
Nominal Height of Tallest Opening2 ..................................... 5 6'8"
SheathingType..............................................(note 4)......................................................
Edge Nail Spacing........ .........................(Table 10 or note 4 if less)........................'in. /
Field Nail Spacing..........................................(Table 10)................................................. 12- 1 '/
Shear Connection(no.of 16d co�m, on n ils)(Table 10)...........................................1`1 I ok
Percent Full-Height Sheathing.2..1 D .S Qf' (Tab 109...........(.......9.................2. ... - 42 1/,L
5/o Additional Sheathing for Wall with Opening �i(Design Concepts).1...:....• s 6'8" 2.�
Maximum Building Dimension, L _ 4
° I
Nominal Height of Tallest Opening
SheathingType..............................................(note 4)......................................................
Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ In.
Field Nail Spacing................................ .........(Table 11).................................................:
Shear Connection(no.of 16d comm,Q n nails))(Table 11 ...........................................nr.�.�;AT
I ,ez
Percent F Height Ing..CJ�Z7.t�......(Table 11).......................................Z.S,t.' 5 1 L/ dional Sheathing for Wall with Opening>6'8" (Design Concepts)I....... lQ�
Wall Cladding
Ratedfor Wind Speed?.............................................................. ................................................................
5A ROOFS
Roof framing member spans checked? .......................(For Rafters use AWSpan Tool,see BBRS Website)
Roof Overhang ................................................... (Figure 19)............ ;: 2 ft s smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift...................... 3.................(Table 12)............................................U=363Le, �I2,
Lateral.............................................(Table 12).............................................L=-IA
Shear......... �... (Table 12)............................................ S=
Ridge Strap Connections, i ollar i�s not se er page 21..... (Table 13)..............................T=
.. .......... .. .....
Gable Rake Outlooker........................
................. (Figure 20)...........N ft s smaller of 2'or U2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors. . . ............................ able 14 .. ..............Y...................0 = lb.
Uplift (T )-
Lateral no. of 16d common nails ... Table 14 .
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 d 59)..................
Roof Sheathing Thickness........................................ ...................... .. . K17/16 in a 7/16" SP
2 �. ..�..A G ..._.�.t't>
Roof Sheathing Fastening .......................................... (Table )........
Notes: �4 O1r✓ � •
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 sheathin
requiremen
s shown in
3. The bottom tsi I plate in exterior walls shall be a minimum 2 in. nominal thick es . pressure treated#2-grade. ���MIGHE ss4cy
VA L ��h�t�a o2 MICHELE GN
� CUDILO a
6 _ o STRUCTURAL N
34774 Q
FGISIEQ�Q�a��
FFSS/OM�G
F 0 R T E ` MEMBER REPORT Level attic/roof, Wall:Header PASSED
2 piece(s) 13/4" x 16" 2.0E Microllam® LVL
Overall Length: 18'9 15/16"
0 0
' 18'3 15116
a a
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.
Design Results Actual®Location Allowed Result LDF Load:Combination(pattern) System:Wall
Member Reaction(Ibs) 4893 @ 1 1/2" 7875(3.00") Passed(62%) -- 1.0 D+1.0 S(All Spans) Member Type:Header
Shear(Ibs) 4070 @ 1'7" 12236 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential
Moment(Ft-Ibs) 22426 @ 9'5" 35781 Passed(63%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC
Live Load Defl.(in) 0.436 @ 9'5" 0.619 Passed(L/511) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO
Total Load Defl.(in) 0.629 @ 9'5" 0.929 Passed(L/354) 1.0 D+1.0 S(All Spans)
Deflection criteria:LL(L/360)and TL(L/240).
Bracing(Lu):All compression edges(top and bottom)must be braced at 8'9/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing Length Loads to Supports(Ibs)
Supports Toml Available Required Dead Snow Total Accessories
1 -Trimmer-PSL 3.00" 3.00" 1.86" 1503 3389 4892 None
2-Trimmer-PSL 3.00" 3.00" 1.86" 1503 3389 4892 None
Tributary Dead Snow
Loads Location Width (0.90) (1.15) Comments
1-Uniform(PSF) 0 to 18'9 15/16" 12' 12.0 30.0 Residential-Living
A
Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
cin:umvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator
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NOTES:
Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels sball be installed with strength axis parallel to studs.
ii. All horizontal joints.shall occur over and be nailed to flaming.
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 ale upper double tup
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 ihall be a double row of 8d
staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment
. � 81 Na11.� ���" o•�.
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GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Residential IRC Construction) SK-1
FOUNDATIONS
I.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition.
2. For site location and grading information,see Site Plan,by others.
3. Assumed net allowable soil bearing capacity,q=3000 psf, for a medium sand/gravel composition. Other soils encountered,
contact the Engineer of Record.
4. Concrete: Minimum 28 day strength, fc=3000 psi,3/4"aggregate;designed per American Concrete Institute Code,latest
issue,maximum slump=4".
a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12" long,w/2-1/2"hook spaced per Code Checklist,or in
concrete piers w/Simpson ABU-series base; SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.).
b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage
c.) All walls longer than 25' shall have vertical control joint with waterstopping between wall joint.
FRAMING
1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition.
2. Structural Design Loads:
Dead Loads:Actual Weight of Building Components
Live Loads: Snow Load =30 psf(plus drift)with applicable reduction
ATTIC Storage=20 psf
Living Floor=40 psf
Sleeping Floor=30 psf
Decks and Balconies=40 psf
Wind Load: Criteria used for 110 MPH Exposure B or C as noted per plans
3. Structural Steel: (as required)
a. ASTM A572 Grade 50:shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes:
9/16"diameter.
b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes.
Alternatively,field weld by certified welders.
c. Deflection Criteria: L/360 total load deflection.
4.Timber Framing:
a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi, E=1,300,000 psi,or better.
b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi, E=1,600,000 psi,or better.
c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi, Fc_per=750 psi,
Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi, Fv=285 psi, Fc_per-750 psi.
Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably.
1. Deflection Criteria: L/480 Live Load,L/360 Total Load
2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing.
5. Metal Connectors:
As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail
holes filled,with the size nail as specified by mfgr.or herein.
a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c;
Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c
b. Rafter ends to top plate: Simpson H2.5A
c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist
6. Bolts:
Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than
bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be
retightened at completion ofjob.
7. Blocking:
a. Blocking shall be solid blocking,2x minimum,and full depth of member.
b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing
to this blocking for the first 48"of these building corners.
c.Nailing Schedule:
Solid Blocking to Bearing 2-8d toenails ea. side
Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end-nails ea. End
d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges attach
plywood edges to this blocking
8.Nailing Schedule:
All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically.
Multiple Studs 16d @ 12"staggered
a.All nails shall be common wire nails.
b. Sub-bore where:nails tend to split wood.
9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code.
I
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CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD
i FIGURE 1
NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation Side Elevation
-- -- Extent of header(two braced wall segments) --- i
Extent of header(one braced wall segment) — Top plate continuity is
required per R602.3.2 I
Sheathing filler
�.;. Min.3'x•11•T/4'nN header '
. .�� if needed
• n1�>+ s_>r _ '1 ems.
`' --2'to 18'(finished width) ti t "' d
16d sinker nails
Fasten sheathing to header with 8d common � ',,p. «,.~ (0.148"x 3-1/4°)
nails(0.131"x 2-1/2")in 3"grid pattern as shown 'i t}')~t ",.n'�r'r"" to 2 rows @
and 3"o.c.in all framing(studs and sills)yp.' "
T: \�--1,000lb.header-to-jack-stud strop �/ ;^:� ^ �1,000lb.header-
. •i•, ,wry •i',}. �..� i'.�.
•� ,. on both sides of opening :"^, ,. to-jack-stud strop
(install on backside as shown on ;; ; •, on both sides
Max. MI Side Elevation,Ref.No.LSTA24) ;; r of opening(Ref.
height « No.LSTA24)
10' Min.(2)2x4 typ.
If panel splice is needed it shall Braced wall ( a«;-t M•
segment per
occur within 24"of mid-height. t 3/8"min.
R602.10 5
Blocking is not required. ^• F thickness wood
;'• ; ; '^ structural panel
;« «• ,Min.width based on 6:1 No of V. ^'
f ), q� + sheathing
height-to-width ratio:For jock studs II
ti•; ,N example:16'min.for 8'height, per table
20"for 10'height,etc. R502.5(1,32) ; ;; ti. M•
gin• „
•� :e• Min. 2"x2"x3/16"plate washer •� '
• I I•
Anchor bolt per R403.1.6 Typ. -- Foundation per code l Not to scale
Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails.
Now. This narrow wall hractng segment meets
the minimum wall for wall bracing FIGURE 2
fie
hmd, to the plan, u: me wall) The
building de,tgner should deiemmme %chat spe EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5)
ctFc denads ere necessary w provide a complete
load path for u_mg thus bracing in the artiourc
At corners,connect the �1— -
two walls together as 16d nail at 12"o.c.
outlined in this detail to
provide overturning / �—Orientation of stud may vary
restraint. /
Gypsum,when required,
/ installed in accordance
with IRC Chapter 7
�— Wood structural panel
��•r
6
E*k 28217 Ps293 26963
06-20-20 14 a 03 a 36o
MASSACHUSETTS STATE EXCISE TAX
BARNSTABLE COUNTY REGISTRY OF DEEDS
Date: 06-20-2014 a 03:36cm
CtiT: 1101 Doc`s: 26963
Fee: $547.20 Cons: $I60000.00
BARNSTABLE COUNTY EXCISE TAX
BARNSTABLE COUNTY REGISTRY OF DEEDS
Date: 06-20-2014 8 03:36vm
Ctl*: 1101 Doc4: 26963
Fee: $432.00 Cons: $160000.00
! QUITCLAIM DEED
We, ADAM J. HOSTETTER and DANIEL C. HOSTETTER, JR., TRUSTEES OF
EAGLE TRUST, u.d.t. dated December 6, 1984 recorded in Barnstable County Registry of
Deeds Book 4346, Page 004, having an address of 770A Main Street, Osterville, Massachusetts
02655, in consideration of ONE HUNDRED SIXTY THOUSAND AND NO/100 (160,000.00)
DOLLARS, paid, grant to MICHAEL L. LAMBROS of 3 Tabor Road, Forestdale,
Massachusetts 02644
WITH QUITCLAIM COVENANTS, a certain parcel of land located at 413 Whistleberry
Drive,Barnstable (Marstons Mills),Barnstable County, Massachusetts,shown as Lot 47 on
Subdivision Plan of Land in Marstons Mills,Massachusetts dated November 1980 recorded in
Plan Book 349, Page 57 (Sheet Five of Eleven).
Said premises are conveyed together with the right to use in common with the Grantors and
others from time to time entitled to use the same, for all purposes for which street may now or
hereafter customarily be used in the Town of Barnstable, the ways shown on said plan.
Said premises are hereby conveyed together with the right to use, in common with others entitled
thereto, for such recreational purposes and subject to such rules and regulations as the
Whistleberry Resident Association, Inc. may at any time and from time to time specify,Lot 81 as
shown on the hereinbefore mentioned plan; reserving to the Grantors the right to grant to others
the right so to use Lot 81. Provided,however,that such right shall be limited to use for
recreational purposes only.
Being the same premises conveyed by deed of Priscilla M. Hostetter,Trustee of School Bog
Trust to Daniel C. Hostetter, Sr. and Daniel C. Hostetter, Jr.,Trustees of Eagle Trust recorded in
Book 23197, Page 272.
1
r
Bk 28217 Pg294 #26963
The Grantors hereby certify as follows:
1. We are the current and sole trustees of EAGLE TRUST;
2. EAGLE TRUST has not been altered,amended or revoked and is in full force and
effect;
3. All of the beneficiaries of EAGLE TRUST are of full age and competent;
4. All of the beneficiaries of EAGLE TRUST have consented to the sale of the
premise for the consideration recited in this deed.
WITNESS OUR HANDS AND SEALS THIS
DAY OF JUKE,2014
EAGLE TRUST
By:
4Ad §J.HosEtetter:,:Trustee
By:
Danie o tetter�`Trustee
2
Bk 28217 Pg295 #26963
COMMONWEALTH OF MASSACHUSETTS
Barnstable,ss.
r
On this /6 A day of June, 2014, before me, the undersigned notary public, personally
appeared Adam J. Hostetter, aforesaid trustee, proved to me through satisfactory evidence of
identification,which was gf."W1,16 41fien to be the person whose name is signed on the
preceding or attached document, and acknowledged to me that he signed it voluntarily for its
stated purpose.
�F Z
r V`t'P�° v iar9�yG� Mich 1 F. Schulz,notary blic
My commission expires: 0l/12/2021
by bQ `•`�9,�P
COMMONWEALTH OF MASSACHUSETTS
Barnstable,ss.
On this /0 0day of June, 2014, before me, the undersigned notary public, personally
appeared Daniel C. Hostetter, Jr., afor said trustee, proved to me through satisfactory evidence
of identification,which was Pr1-If � &IW*f to be the person whose name is signed on
the preceding or attached document, and acknowledged to me that he signed it voluntarily for its
stated purpose.
cx
�#►�,$�, � @,y is ael F. Schu z,No ublic
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to�� G, My commission expires: 01/12/2021
�4,,�� tea....��� •••J \
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BARNSTABLE COUNTY
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
3 JOHN F.MEADE,REGISTER
BARNSTABLE REGISTRY OF DEEDS
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Western Surety
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LICENSE AND PERMIT BOND
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KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 71595665 ;
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b That we, Michael Lambros
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of Forestdale , State of Massachusetts as Principal,
F and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of
Massachusetts as Surety, are held and firmly bound unto the
Town of Barnstable State of Massachusetts as Obligee, in the penal
sum of Five Hundred Thirty-Five and 00/100 DOLLARS ( $535.00
lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made,
we bind ourselves and our legal representatives, firmly by these presents.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been
licensed Site Improvement Performance
by the Obligee.
NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply
with the laws and ordinances, including all amendments thereto, pertaining to the license or permit
applied for, then this obligation to be void, otherwise to remain in full force and effect until
October loth 2015 , unless renewed by Continuation Certificate.
This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class
U.S. Mail a�tt,9,,0e Obligee and to the Principal at the address last known to the Surety, and at the expiration
of thr � �r3r�'� ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety
sh e...— ri&•b elieved from any liability for any acts or omissions of the Principal subsequent to said
da��» l3egaddr��ctlzyss''aWhe number of years this bond shall continue in force, the number of claims made
agaii, g�this boncW,'Andwthe number of premiums which shall be payable or paid, the Surety's total limit of
F lrabtyh.�ll,ngt�be emulative from year to year or period to period, and in no event shall the Surety's total F
F li rli'y,,fo1:�.a l C'as exceed the amount set forth above. Any revision of the bond amount shall not be
cumr�lie:•.......
Dated this loth day of October 2014 ;
F G
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Principal
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Principal
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WESTE N SURE T COMPANY
By
Paul T.Bruflat, Se for Vice President y
Form 532-12-2011 ;
G
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ACKNOWLEDGMENT OF SURETY
STATE OF SOUTH DAKOTA ss (Corporate Officer)
COUNTY OF MINNEHAHA
On this loth day of October 2014 , before me,the undersigned officer,
personally appeared Paul T. Bruf lat -who•acknowledged himself to be the aforesaid
officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed
the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such
officer.
IN WITNESS WHEREOF,I have hereunto set my hand and official seal.
}hyhhyhyhhy�,h�wy5ti�,yhygah}
s S. PETRIK
s �� NOTARY PUBLIC
s SEAL SEAL Is OkIdTary Public—South Dakota
s SOUTH DAKOTA s
}yhhhhyhhy5�,�,�,hhhhy�,h�hy}
My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL
(Individual or Partners)
STATE OF ss
COUNTY OF
On this day of before me personally appeared
known to me to be the individual — described in and who executed the foregoing instrument and acknowledged to me
that—he— executed the same.
My commission expires
Notary Public
ACKNOWLEDGMENT.OF,PRINCIPAL ;
.(Corporate Officer)
STATE OF
COUNTY OF ss
On this day of before me personally appeared
who acknowledged himself/herself to be the
of a corporation, and that he/she as
such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing
the name of the corporation by himself/herself as such officer.
My commission expires
Notary Public
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"M Building Department-200 Main Street
oMA+� Hyannis, MA 02601
Tel. (508) 862-4038
Certificate Of Occupancy
Permit Number: . B-2014-06692-1 CO Issue Date: 5/6/2016 .
Parcel ID: 062-022 Zoning Classification: RF
Location: 413 WHISTLEBERRY DRIVE, Proposed Use: -1300
MARSTONS MILLS
Gen Contractor: George L Lambros
Permit Type: Residential -
Comments:
G
05/06/2016
Building Official Date:
1 !.`Building
�; �..
�t� TOWN OF BARNSTABLE B��.■���d i n g
201406692 , '
aAxrrsrASLE, Issue Date: 12/01/14 P e r m i t
9 MASS.
�ArFG N39. A�� Applicant: GEORGE LAMBROS Permit Number: B 20143280
Proposed Use: DEVELOPABLE LAND Expiration Date: 05/31/15
Location 413 WHISTLEBERRY DRIVE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 062022 Permit Fee$ 1,402.50 Contractor GEORGE LAMBROS
Village MARSTONS MILLS App Fee$ 100.00 License Num. 42403
Est Construction Cost$ 275,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
NEW 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL
INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: HOSTETTER,PRISCILLA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 770A MAIN ST INSPECTION HAS BEEN MADE.
OSTERVILLE,MA 02655
Application Entered by: RM Building Permit Issued By:
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO
SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION °
■
RESTRICTIONS.
MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.SHEATHING INSPECTION
3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION).
6.INSULATION.
7.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
' A 1 SO I THAT IS VISIBLE FROMSTREET
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
2
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BUILDING LOCATION PLAN
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4 1 3 WH15TLEBERRY DR., MAR5TON5 MILL5, MA
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PREPARED FOR
" MICHAEL LAMBR05
ISC/+IF: DATE: DRAWN BY:
I " = GO' 09-1 G-201 5 TMW
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WELLER * A550CIATE5
` P.O. BOX 4 1 7 CENTERVILLE, MA 02G32
TEL.: (508) 328-4G92
EMAIL: tri5wellerQgmad.com
REGISTERED LAND 5URVEY0R5 * ENVIRONMENTAL CONSULTANTS
Traverse PC
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BUILDING LOCATION PLAN
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413 WNI5TLEBERRY DR., MAR5TON5 MILL5, MA
PREPARED FOR
�H°F`^ MICHAEL LAMBRO5
SCALE: DATE: DRAWN BY:
SIEVE W.
I " = GO' 04-27-201 5 TMW
O "RUM JOB NUMBER: REV151ON: 5HEET NUMBER:
'?N0:=35 1 rn 01 — 108 CPP—
IST WELLER * A550CIATE5
LAND I G45 FALMOUTH RD., SUITE F9
P.O. BOX 417 CENTERVILLE, MA 02632
TELEPHONE: (508) 328-4692
EMAIL: trlswellerQgmad.com
REGI5TERED LAND SURVEYORS t ENVIRONMENTAL CONSULTANTS
Traverse PC
.��IKE Town of Barnstable
BARNSTARLE. Regulatory Services
MASS
.639• Building Division
pfEO MPS�
200 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection
Location Permit Number L �f G
Owner Builder L ff'GL//�7� a S
One notice to remain on job site,one notice on file in Building Department.
The following items/need correcting:
01
,00
i
as •
`v33
Please call: 508-862-*@—Wfor re-inspection.
Inspected by
Date Y, a'z A
f
� THE <
Town of Barnstable ;
BARNSTABLE. Regulatory Services
V MASS.
�prFo �pO Building Division
200 Main Street, Hyannis,MA 02601
a
Office: 508-8624038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection
A;
Location c�j j �`i is Irlt- e�4 &«Permit Number �1-0 4 4�1 Cr
Owner WA4�,7 Builder s
One notice to remain on job site,.one notice on file in Building Department.
i .
f The foll wing items need correcting:
��/c I'Z 7-c- tih 71
1��47� �� c
y iN yr�cs7°G�� '. /t'cTa� ��T� /GCS L"/{��/� ��u/ j /I/l
C L L ON H7.S
r
&-Gt/ W :�Z-�L L/lVC /°U -C / 7f
07V a,-t�s
t (��
Please call: 508-862-403:8--for re-inspection. Z�
Inspected by2 ` % " Zo 7
Date / G'
REScheck Software Version 4.6.2
Compliance Certificate
Project George Lambros
Energy Code: 2012 IECC
Location: Marstons Mills, Massachusetts
Construction Type: Single-family
Project Type: New Construction
Orientation: Bldg. faces 0 deg. from North
Conditioned Floor Area: 2,510 ft2 = crs
Glazing Area 12% w
Climate Zone: 5 (6137 HDD) v r—
rr+
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Whistleberry Drive George Lambros Colony Insulation, Inc
Marstons Mills, MA Whistleberry Drive 28 Jonathan Bourne Drive
Marstons Mills, MA Pocasset, MA 02559
Compliance: 0.2%Better Than Code
Envelope Assemblies
Gross Area Cavity Cont
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 600 38.0 0.0 . 0.030 18
Ceiling 2: Cathedral Ceiling 1,120 30.0 0.0 0.034 38
Ceiling 3: Flat Ceiling or Scissor Truss 480 38.0 0.0 0.030 14
Wall 1:Wood Frame, 16"o.c. 386 20.0 0.0 0.059 19
Orientation: Front
Window 1:Wood Frame:Double Pane with Low-E 45 0.310 14
SHGC: 0.50
Orientation: Front
Door 1: Solid 18 0.280 5
Orientation: Front
Wall 2:Wood Frame, 16"o.c. 386 20.0 0.0 0.059 17
Orientation: Back
Window 2: Wood Frame:Double Pane with Low-E 68 0.310 21
SHGC: 0.50
Orientation: Back
Door 2: Glass 28 0.280 8
SHGC: 0.50 `
Orientation: Back
Wall 3:Wood Frame, 16" o.c. 454 20.0 0.0 0.059 23
Orientation: Left side
Window 3:Wood Frame:Double Pane with Low-E 39 0.310 12
SHGC:0.50
Orientation: Left side
Project Title: George Lambros Report date: 10/19/15
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Gross Area
Assembly or Cavity Cont. U-Factor UA
Door 3: Solid 20 0.280 6
Orientation: Left side
Wall 4:Wood Frame, 16"o.c. 454 20.0 0.0 0.059 25
Orientation: Right side
Window 4: Wood Frame:Double Pane with Low-E 22 0.310 7
SHGC: 0.50
Orientation: Right side
Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,870 30.0 0.0 0.033 62
Mechanical Equipment
Description
Other(Except Gas-Fired Steam) Gas 84 AFUE
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in
REScheck Version 4.6.2 and to comply with the mandatory requirem0s4sted in the c ck Inspec ion Checklist.
6ev 7_A Irk �..(�o5 -Opt
Name-Tit nature V Date'
Project Title: George Lambros Report date: 10/19/15
Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\LambrosGeo-11-18-14- Page 2 of 9
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i
REScheck Software Version 4.6.2
Inspection Checklist
Energy Code: 2012 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
t a 5 hs 7s,Zr ,?
Section £r ,; ? x ., H ( �
z ; *tie 3 e,:Plans;bV,erified "Fie1d Verified rAi a�z a � Will ..; ..t,
u # Pre Inspeat►on/Plan,Review a ,j' y.� } v Complies? �Commerits/Assumptions
?*: +:'3,',�"v r values,..5.. §`�"l Value .,.y-r'��}�.}{t€;.s;=>,a nw..v ,}t,�l ';o,.�...
L+.'n0'lilb'"if�. � oYiG'�
s3'a.T ��€I;
103.1, ;Construction drawings and M ❑Complies
103.2 documentation demonstrate ,
[PR1]1 ;energy code compliance for.the ❑Does Not ;
building envelope. []Not Observable .
- x ❑Not Applicable ;
103.1, ;Construction drawings and p V ,;❑Complies ;
103.2, documentation demonstrate ❑Does Not
403.7- energy code compliance for 3' s
❑Not Observable ;
[PR3]1 ;lighting and mechanical systems.
Systems serving multiple ❑Not Applicable ;
;dwelling units must demonstrate
;compliance with the IECC " � � � ,
Commercial Provisions. ;
Heating and cooling equipment is; Heating: Heating: ;[]Complies ;
4036 '°sized per ACCA Manual S based Btu/hr I Btu/hr :❑Does Not
[PR,]ZkIPIL w on loads calculated per ACCA
Cooling: ; Cooling: :❑Not Observable
r �N Manual J or other methods Btu/hr Btu/hr :❑Not Applicable
P1 approved by the code official. ;
}
I
Additional Comments/Assumptions:
1 JHigh Impact(Tier 1) ,2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\LambrosGeo-11-18-14- Page 3 of 9
WhistleberryDr-MM.rck
Section,' ... ,
Foundation inspection Complies?..' Comments/Assumptions
& R,eq.ID a
303.2.1 A protective covering is installed to ;❑Complies
[FO1112 protect exposed exterior insulation ;❑Does Not
and extends a minimum of 6 in. below ;❑Not Observable
grade. ;❑Not Applicable
403.8 Snow-and ice-melting system controls;❑Complies
[FO12]2 installed. ;❑Does Not
;❑Not Observable:
g ;❑Not Applicable
Additional Comments/Assumptions:
i
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
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gSeCtlOri � 4 � ia34 �1H,, sky 'k N
#@ JJE,min' /yR"ou' hn Ins ectro'n tan.s /erlfieytl Fletd Verlfiedu Com hes7 m. fs/As"sumt
4 A i C 5.. k yroS ,.q
& Re 1D s 9 ge��., ..W Mla � P
402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies
402.3.4 ❑Does Not ;table for values.
[FR1] ;
1 ;❑Not Observable '
❑Not Applicable
402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies
402.3.1, ;average). :❑Does Not ;table for values.
402.3.3,
402.3.6, ;❑Not Observable
402.5 ;❑Not Applicable
[FR2]1 s
303.1.3 ;U-factors of fenestration products ` ❑Complies ;
[FR4]1 ;are determined in accordance ❑Does Not
with the NFRC test procedure or f
;
,taken from the default table. a ❑Not Observable ,
., ❑Not Applicable ;
402.4.1.1 ;Air barrier and thermal barrier ❑Complies
[FR23]1 installed per manufacturer's �,� "� � -�El Does Not 1
instructions.
❑Not Observable ,
❑Not Applicable
402.4.3 ;Fenestration that is not site built ❑Complies
[FR20]1 ;is listed and labeled as meeting a ❑Does Not
;AAMA/WDMA/CSA 101/I.S.2/A440
` ;or.has infiltration rates per NFRC - v ❑Not Observable k
:400 that do not exceed code ❑Not Applicable
limits. i
�4024'4j IC-rated recessed lighting fixtures x x ❑Complies ;
[FR16]2� sealed at housing/interior finish ❑Does Not
y and labeled to indicate <_2.0 cfm
leakage at 75 Pa. �Q ❑Not Observable
..�, v.< ❑Not Applicable <
405.2 ;.All ducts in unconditioned spaces R- R- ;❑Complies t
[FR25]1 :or outside the building envelope PDoes Note r `
;are insulated to>_R-6. ;QNot Observable
:❑Not Applicable ;
403.2.2 ;,All joints and seams of air ducts, ❑Complies ;
[FR13]1 :air handlers,and filter boxes are
❑Does Not ;
;sealed.
❑Not Observable I
❑Not Applicable
40"M13 Building cavities are not used as 111complies
[FR15] � ;ducts or plenums ❑Does Not
[]Not Observable '
N;3£ ` , .: ❑Not Applicable ;
403 3' HVAC piping conveying fluids R- R- ;❑Complies ;
[FR17,] above 105 QF or chilled fluids :❑Does Not :
below 55 QF are insulated to>R- A
❑Not Observable
3. :❑Not Applicable :
403.3.1 ;Protection of insulation on HVAC' ❑Complies ;
[FR24]1 ❑
;piping. q " Does Not
❑Not Observable .
l , ❑Not Applicable -
W 3;4a2' n,Hot water pipes are insulated to- ; R- R ;❑Complies ; 1
[FR18)Z .:CDoes Not
;❑Not.Observable r~�
e r ,
:.., - ; : ;❑Not Applicable
1 High Impact(Tier 1) Z Medium Impact(Tier 2) 3�J Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
Data filename:\\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\LambrosGeo-11-18-14- Page 5 of 9
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,b�` ",�?' ',r'd ' * ,>s ,r ,., �'"s "` ,.•
SeCtlon s„ F ,1 r.r�� Z MI i-9 ,:J�a xf ?, a ✓ r 3"`
�� ��..,� Plans Ve f�ed�, 'Fieldl�/erif�e'd
r # framing/Rough In InspectionVa s _`xVa> Complies- ,., € Comments/Assumptionsnf
e2rs °u
403i5�x Automatic or gravity dampers are x ❑Complies ;
[PRf19]� installed on all outdoor air u � []Does Not
intakes and exhausts.
x ❑Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
i
1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3g Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\LambrosGeo-11-18-14- Page 6 of 9
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F Iei ��',R5� 31�3'fi;,r1P>�.tix.
. ,, � "� ;ul a ; Plans�Verlfied
x�jx.���.• > ,���� F .Complles'�,�:� `..Comments/Assumptions'
5031" ;; All installed insulation is labeled fr ❑Complies
[INY3]z ' �orthe installed R-values '4 - ❑Does Not
tr provided. ` " ❑Not Observable
❑Not Applicable
402.1.1, ;Floor insulation R-value.. R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.6 ;❑ Wood ❑ Wood ;❑Does Not :table for values.
[IN1]1
❑ Steel ❑ Steel ;❑Not Observable
❑Not Applicable ;
303.2, ;Floor insulation installed per
p � , ❑Complies ;
402.2.7 ;manufacturer's instructions, and ❑Does Not
[IN2]1 i in substantial contact with the .� ❑Not Observable
, j ;underside of the subfloor.
❑Not Applicable
402.1.1, ;Wall insulation R-value. If this is a: R-
R- ;❑Complies ;See the Envelope Assemblies
402.2.5, :mass wall with at least'/z of the' ❑ Wood ;❑ Wood UDoes Not table for values.
402.2.6 :wall insulation on the wall
[IN3]1 ;exterior,the exterior insulation '❑ Mass ❑ Mass UNot Observable
requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable
; t
I t i
303.2 ;Wall insulation is installed per `� �: _ ❑Complies ;
[IN4]1 ;manufacturer's instructions. fr^ Ar j �" ❑Does Not
I t
❑Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) r3k Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
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3g'. '. ! raan:
4� F3 .,. tird„ �� 1fea,a s �
Section r .
a ru•, ,. crP„lansi,Ver.�fied �>. tr :t � .
' #G := Firialtins ectronrProu�s�ons -s-y,�w �.•;l�-.�,� yam-..,';33 N', ii3 zCom lies?3� aComments/A•Is�m bons
402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies .;See the Envelope Assemblies
402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values.
402.2.2, ;❑ Steel ❑ Steel :[]Not Observable
402.2.E ❑Not Applicable licable
[ ]
FI1
w
303.1.1.1, ;Ceiling insulation installed per w `D, r ❑Complies ;
303.2 ;manufacturer's instructions. " v'.� ❑Does Not
[FI211 :Blown insulation marked every, s
{� :300 ftz. ❑Not Observable
' ❑Not Applicable
402;2'3 , Vented attics with air permeable ❑Complies
(F122]� insulation include baffle adjacent *� `� []Does Not
�3
to soffit and eave vents that
extends over insulation. ❑Not Observable ;
ra ❑Not Applicable
1� v
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies
[F117]1 :ach in Climate Zones 1-2, and :❑Does Not
<=3 ach in Climate Zones 3-8:
;❑Not Observable
❑Not Applicable
403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ;[:]Complies ;
[F14]1 lcfm/100 ft2 across the system or. ft2 ft2 :❑Does Not
<=3 cfm/100 ft2 without air
❑Not Observable ;
handler @ 25 Pa. For rough-in
tests,verification may need to ;❑Not Applicable ;
;occur during Framing Inspection. -
403.2.2.1 ;Air handler leakage designated ,$- ❑Complies
[FI24]1 :by manufacturer at<=2%of K []Does Not
design air flow. ❑Not Observable ,
i ❑Not Applicable
403.E ,Heating and cooling equipment t '` ❑Complies ;
[F15)1 ;type and capacity as per plans. a w ❑Does Not
❑Not Observable ;
❑Not Applicable
4031 Programmable thermostats ❑Complies ;
[F19]z sg installed on forced air,furnaces., ❑Does Not ;
3 s � jai ❑Not Observable,
❑Not Applicable
40�312Heat pump thermostat installed ❑Complies% ;
(FI10]?'`Mion heat pumps. r []Does Not
; j[ � a � []Not Observable
�?
❑Not Applicable ;
4034,1'g Circulating service hot water ❑Complies ;
"t
[3F,IIL1Jza systems have automatic or � $ -]Does Not
k�Q, accessible manual controls. ;
_]Not Observable ,
ka� ❑Not Applicable'
4033 5�TI 'All mechanical ventilation system ❑Complies ;
[FI253)� "11fans not part of tested and listed ❑Does Not
HVAC r equipment meet efficacy
I F ❑Not Observable ;
and air flow limits. ,
r. ?t �, ❑Not Applicable ;
404.1 ;75%_of larnps:in permanent " ❑Complies ;
[FI6]1 ',fixtures or 75%of permanent : []Does Not
.: ;fixtures have high efficacy lamps. ❑Not Observable '
;Does not.apply to low-voltage, , ;
;lighting. ;' []Not Applicable ;1 High Impact(Tier 1) IR' 11 Medium Impact(Tier 2) [%3
(£jl Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\LambrosGeo-11-18-14- Page 8 of 9
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l.:S eCtlon Aga taj..'i r'5`sb.. �fia4^ i *
•{' ,. "%;:G1 .r,. Y. }'3,3.,:3?LyPI
ans.Ver�f�etl ,, „'w'SkYlf ": '..t�'2� #h�p A7.
# ' sNFinal:Ins e¢tionProv�s�onsµn >, sy,, Ues?3 ,;aCommenTs[Assum bons
�.rs.,:��{, a ;✓x i`. ..y p,�mac .,n. ..4}.�f�)Flyxp r'{.' a ,tv�Ualuejl�C ;: �+y,r •'� ¢ p xc"
F - L f rs x ,?.x' '� h a 1 :aA }J, , .:1 5N Ohl'� !6C .�v„� ,;t :. lk,
a^
tr' £a ,�&�:�v .�,:u�_sq.'��j,�','3���°vik, :, �Ed�imrl�.�u,i.����6�ki. .C.�ik� .nf�>�A;Nb�t�,:uza�'i�tiFR n �„ s../a.,..�i.�r�..�x,'�t��:.t'��� >:acm
404:1°lra_,Fuel gas lighting systems have ❑Complies ;
[FI23] no continuous pilot light. �'� ❑Does Not
❑Not Observable
s� .".. ❑Not Applicable
401.3 $ fr, Compliance certificate posted. ,yli ❑Complies
;
s
FI7
❑Does Not .
sk ' ❑Not Observable
❑Not Applicable
�301- Manufacturer manuals for a "� �,� ��`� ❑Complies ,
[F11813„ r ;mechanical and water heating < A []Does Not
x" systems have been provided.
.r' ❑Not Observable ,
q, t
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3q Low Impact(Tier 3)
Project Title: George Lambros Report date: 10/19/15
Data filename: \\BOOKKEEPER-PC\Users\Public\Documents\COLONY\REScheck\LambrosGeo-11-18-14- Page 9 of 9
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2012 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 20.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling / Roof 30.00
Ductwork (unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.31 0.50
Door 0.28 0.50
CoolingHeating&
Other (Except Gas-Fired Steam) 84 AFUE
Cooling System:
Water Heater:
Name: Date:
Comments
'elephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559
CLOSED-CELL FOAM INSULATION SPEC. SHEET
CONTRACTOR: Z3�
JOB SITE ADDRESS: 0 k44Wr Arbz
DATE
R-VA LUE _
AREA THICKNESS
Ceiling ,
Cathedral Ceiling
Garage Ceiling
Basement Ceiling
Slopes
Exterior W all
Garage H se. W all
W alkout W all.
Cathedral Wall
Blockers
Overhang
Stair/Risers
l�l ]�'
7 _
All R-values and thickness measurements are deemed to be accurate by the following installers:
r �
CLZ�V,&<
\p m
TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM
Arnthane ThermalGuard CC2
TECHNICAL DATA SHEET
PRODUCT NAME PHYSICAL CHARACTERISTICS j
Property Value Test Method
rn ha' n Density(nominal): 2.0 lb/ft3 <�`ASTM D-1622
'R-value:• Winch ASTM C-518
ThbrmalGuard CC2 . Compressive Strength: 35 PSI ASTM D 1621-94
Tensile Strength: 70 PSI ASTM D1623-78
- PRODUCT DESCRIPTION I Dimensional Stability: <4%A ASTM D 21.26
Closed Cell Content: 96% ASTM D 2856
TbermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283
celled„245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96
foam(SPF)insulation designed for use Fungus Growth: None ASTM G21
in residential&commercial structures, Service Temperature: 250 OF(120°C)* ;
exterior foundation or perimeter •. i .
insulation,below grade applications, 'Set ice temperatures will vary depending on application. Contact yourArntltane Teclrnlca!Represenmtivefor f
exterior tank/pipe insulation and etc. recommendations and limitations. Alva}u test ThermalCruardCC2forsuitabilityforyourparticular application in
a safe manner.
TbermalGuard CC2 is applied as a LIQUID PROPERTIES
liquid and expands 25x in seconds to fill Property Value Test Method
and seal building cavities of any shape Viscosity•(A) 200-250 CPS ASTM D-2196
and size. It.exbibits superior thermal Viscosity(B) 1100-1300 CPS ASTM.D-2196
insulation,air-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM D-1475 j
attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475
conventional insulation materials.
REACTIVITY PROFILE
Once fully cured ThermalGuard CC2 Property Value
remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F)
structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F):
insulation properties in adverse 1
conditions across a wide variety of COMBUSTION PROPERTIES j
applications. Property Value rdstmethod
Flame Spread Index: <25 ASTM E-84
IYIANUF 4C I URER Smoke Development: 5450 ASTM E-84 i
I.
ThermalGuard CC2 is manufactured PACKAGING&STORAGE
exclusively by Drum Weight(A) 551 lbs I
Drum Weight(B) 500 lbs
i
Arnthane Inc. Total Set Weight 1051 lbs
1002 West Main Street Storage.Temperature Range(STR) 60—80 OF
Richmond,NO 64085 %Shelf Life at STR 6 months
P.816.776.3015
F.816.776.3215 'Do nor allow material to freeze. Do not pre-heat or recirculate(B)-material as it will copse frothing and loss of 1
www.ar'nthane.com blowing agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of
blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump
CORROSION cavitation and poormidure of(A)and(B)components. Far best processingperformance during application(A) 1
and(B)drum temperatures should be between 60 F—80 F
i
ThermalGuard CC2 is chemically& PROCESSING PARAMETERS
physically compatible with all common Processing Pressure Range: 900 '1400 PSI*
building materials including electrical Processing Temperature Range: 115—145°F*
wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105 OF
(PVC),'copper,vinyl,and glass. Ambient Temperature: 35—105 OF
Substrate Moisture Content: <19%.
INSTALLATION Yield: 3800-5000 Board Feet Per Set*
Maximum Lift Thickness: 4 inches**
ThermalGuard.CC2 must be spray.
'applied using approved equipment.Use 'irroeessingporameters&yields can vary widely depending on substrate temperature,type&condition,ambient
1:1 ratio proportioning system that can remperattae,elevation,humidity,equipment and other factors: During installation the applicator must observe the
quality and characterlstics of the foam and adjust equipment temperature&prey W e settings as needed to
achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,
pressure requirements. performance ofrhefoam. properce!lutrucrvre,mid
*AL iVAYS tea ThevrbLICuord CC2 at desired thickness in a safe manner prior to insulating structure to ensure
that it can be safely iistalled at the desired!h thickness without risk of charring or combustion. It is the exclusive
responsibility of the applicator to achieve proper lh thickness for safe application. Safe!h thickness may vary I
from application to application.
i
1002 W M
Richmond,M
P 816.
F
vAww.arntarnth
nth ane
Spray Foam Insulaw-Yon P
a st ,
..41
b y
77
A2, V.
27! a�� .:fit
y
ThermalGuard ThermalGuard ThermaiGu
CC2 OC OCAS & OC.5R
Nominal Density: 2.0 Iblft'. Nominal Density: 1.0 Ib M Nominal Density. .5 Iblft3
CC2.R-value: 7.Olin R-value: 5.24/in OC.S R-value: 3.8/in
Compressive Strength: 45 PSI Compressive Strength: 7 PSI OC.SR R-value: 4.31in
Vapor Permeability: 0.8 Perms @ 2" Vapor Permeability. 3.6 Perms @ 5" Compressive Strength: 0.6 F
Vapor Permeability 4.2 Penns'.
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a high performance thermal insulation. designed for use in residential & commercial designed for use in residential&commerc
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ThermalGuard CC2 is a spray-applied can reduce energy consumption by up to 5
ThermalGuard OC1 can reduce energy insulate& air-seal the structure in a sing
system suitable for a variety of insulation % ThermalGuard OC.5R is a bio-renewable
compared to conventional insulation applications including in-plant, tank & consumption in structures by o s ems that exhibits superior fire-resistance proper
pipeline, residential & commercial n systems increased R-value. ThermalGuard OC.5
construction, foundation and below.grade because if insulates&air seals in a single step, optimized for_.insltallation in cold tempE'
applications where compressive strength or down to 150 F.
ThermalGuard OC1 is applied as.a liquid-and
:-: impact resistance are desired, expands over40x in approximately 8 seconds to ThermalGuard OC.5 & OCSR are applie,
fill and seal building cavities of any shape and liquid and expand over 100x in approxim
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BARMSTABLE.
Regulatory Services
7 MASS.
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200 Main Street,Hyannis,MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection 'd 6i-flu
Location 3 t(111-1-t-f rc Permit Number a D D 6 (0 cf Z-
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One notice to remain on job site, one notice on file in Building Department.
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TROY WALL ASSOCIATES TOwi OF DARNSTAp E
WATTORNEYS AND COUNSELLORS AT LAW
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90 ROUTE 6A • SANDWICH, MASSACHUSETTS 02563-1866 �`
ROBERT S. TROY
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BRIAN J. WALL !
bjw@troywallassociates.com
January 17, 2014
Charles S. McLaughlin, Jr., Esq.
Barnstable Legal Department
367 Main Street, 3rd Floor
(� Hyannis, MA 02601
Re: Lot 47, Whistleberry Subdivision, Marstons Mills, MA
C�\ Dear Charlie:
The Board of Directors of the Whistleberry Residents Association, Inc. ("WRA").
requested me to send this correspondence to your attention to inform you that there is
development activity occurring on Lot 47 in the Whistleberry Subdivision and that the
property is being marketed for sale by Robert Paul Properties. The WRA requests,that
the Town not issue any building permits with respect to Lot 47.
Lot 47 was subject to a covenant with the Barnstable Planning Board which
precluded the sale or transfer of the Lot until such time as the subdivision infrastructure
was satisfactorily completed. The Lot was released from the covenant on September 5,
1984. However, the release of covenant was apparently issued by mistake.
In 2002, a Development Agreement between the Planning Board and the
developer was executed. The Agreement lists a number of items that the developer was
required to address in order to finish the subdivision and to obtain releases of the
covenants. The Agreement also specifically refers to Lot 47 on page 3 and states: "Upon
execution of the Agreement, new covenant[s] against lots (52), (55) and (64), and
easements required under paragraph number 1, a further release of the original covenant
against Lot 47 shall be issued to Developers."
Upon information, the developer did not provide the easements specified in
paragraph number 1 or the new covenants against lots 52, 55 and 64. Similarly, the
developer did not address the requirements delineated in the Development Agreement.
PHONE: (508) 888-5700 o FACSIMILE: (508) 888-5701
e
January 17, 2014
Page 2
At a public meeting on April 12, 2010, the Planning Board discussed this issue and
noted that the developer did not record the new covenants against lots 52, 55 and 64.
One Planning Board Member viewed this as a breach of condition of the further release
for Lot 47 and indicated that building permits not be issued for Lot 47. The Chair at the
time, Felicia Penn, also stated that building permits should not be issued for any of the
remaining lots.
In addition, there are drainage problems and an unauthorized berm cut on Lot 47
which need to be rectified. The developer has prepared a plan to correct these problems.
This plan specifies a new drainage system and requires a drainage easement. Since the
drainage affects the Subdivision in addition to Lot 47, the Board of Directors wants the
problem addressed before the lot is sold.
Based upon the foregoing, it is the position of the Board of Directors of the WRA
that Lot 47 is not eligible for a building permit. The WRA has raised this issue to the
Planning Board on several occasions, including in my letter to the Planning Board dated
May 2, 2013, a copy of which is enclosed. In that letter, the WRA brought to the Town's
attention the Town's authority under M.G.L. c. 41, Section 81Y, which provides, in
pertinent part, that the Building Commissioner "shall not issue a permit for the erection
of a building until first satisfied ... that any condition endorsed [upon the subdivision'
limiting the erection of buildings on such lot has been satisfied." (Emphasis added).
The Development Agreement contains conditions imposed by the Planning Board
on the development of the Whistleberry Subdivision. It is undisputed that the conditions
in the Development Agreement have not been fulfilled. Consequently, the Building
Commissioner is required to withhold issuing any building permit for Lot 47 (as well the
other lots under covenant).
The Association is concerned that the Lots that remain under covenant are
insufficient to secure the work that remains to be completed. Accordingly, the
Association seeks that preserve whatever security is available.
To that end, the Association requests that the Town not issue any building permit
with respect to Lot #47 until such time as the Planning Board determines that the
Development Agreement has been fulfilled.
January 17, 2014
Page 3
Thank you for your attention to this matter.
Very truly yours,
, C)J
Brian J. all
Cc: Tom McKeown, WRA
Ruth Weil, Esq.
Joanne Buntich, Growth Management
Matthew Teague, Chair,Planning Board
Art Trazyk, Design/Regulatory Review Planner
Thomas Perry, Building Commissioner
Michael Schulz, Esq.
i
T TROY WALL ASSOCIATES
WATTORNEYS AND COUNSELLORS AT LAW
90 ROUTE 6A • SANDWICH,MASSACHUSE17S 02563-1866
ROBERT S. TROY
rst@troywallassociates.com
BRIAN j. WALL
bjwatroywallassociates.com
May 2, 2013
VIA CERTIFIED MAIL
Matthew Teague, Chairman
Planning Board
Barnstable Town Hall
200 Main Street
Hyannis, MA 02601
Re: Whistleberry Residents Association, Inc.
Dear Chairman Teague:
Please be advised that I represent the Whistleberry Residents Association, Inc.
("Association"). This letter serves to set forth and elaborate upon the comments that we
submitted on behalf of the Association at the Planning Board Hearing on April 22, 2013
regarding (1) the scope of work that is required to fulfill the 2002 Development
Agreement and(2) the status of Lot 47 as security.
RELEVANT.BACKGROUND
Whistleberry is an 80-lot subdivision approved by the Planning Board in 1980.
The three roads within the subdivision were constructed in 1981. Two of the roads were
paved for their entire length. The third road, Berry Hollow Drive, was only partially
paved (600 feet out of 1,400 feet).
In 1992, the Planning Board held a public hearing at the request of the Association
and approved a plan and profile for Berry Hollow Drive. The developer then entered into
a Development Agreement with the Planning Board specifying the details for the
construction of Berry Hollow Drive. Further, the Agreement required the developer to
complete Whistleberry Drive and Waters Edge. At this time, nine (9) lots were under
covenant as security to complete the subdivision.
In order to facilitate completion of the work, the Planning Board allowed the
developer, Mr. Hostetter, to sell one of the secured lots so that the proceeds could be
PHONE: (508) 888-3700 • FACSIMILE: (508) 888-5701
May 2, 2013
Page 2
utilized to pay for the work. The Association participated in this arrangement by offering
to have the lot sold the directly to the membership of the Association. Lot 73 was sold on
or about September 8, 1992 for $48,780.00, but the money was not escrowed and Mr.
Hostetter did not complete the work.
Thereafter, Mr. Hostetter was permitted to transfer three more of the secured lots
(Lot 54, Lot 77 and Lot 78). He also allowed the"Sales Lot"to be taken by the Town for
non-payment of taxes.' As a result of these transfers, it was believed that the security
was reduced to only four lots (47, 52, 55 and 64). However, it was subsequently learned
that Lot 47 had been, presumably by mistake, released on or about September 5, 1984.
In 2002, another Development Agreement between the Planning Board and the
developer was executed. This Agreement set forth a list of twelve (12) items that the
developer was required to address, including the relocation of a portion of Whistleberry
Road that had been constructed outside of the layout on the subdivision plan, and
numerous repairs to infrastructure that was deficient or failing. The Agreement also
specified that the developer would provide additional security in the form of new
performance covenants and financial security.
The Agreement specifically refers to Lot 47 on page 3 where it states: "Upon
execution of the Agreement, new covenant[s] against lots (52), (55) and (64), and
easements required under paragraph number 1, a further release of the original
covenant against Lot 47 shall be issued to )Developers." (Emphasis added).
Upon information, the developer did not provide the easements specified in
paragraph #1 or the new covenants against lots 52, 55 and 64. Similarly, the developer
did not address the requirements delineated in the Development Agreement. Indeed, in a
Memorandum dated March 9, 2011 from the Director of the Growth Management
Department to the Planning Board, Jo Ann Miller Buntich, recommended security in the
amount of$340,000 against required improvements that remain to be completed.
On July 12, 2009, the developer, Daniel Hostetter, died with the work incomplete.
Responsibility for completing the subdivision passed to his heirs. Mr. Hostetter's son,
Adam, stepped forward and said that he would be responsible for completing the work.
Initially, Adam gave indications that he intended to perform the work. Indeed, he
promised the Planning Board that he would start "as soon as the asphalt plants open."
But these promises were not honored and no work was performed.
1 The"Sales Lot"was originally part of the security.
i
May 2,2013
Page 3
At a public meeting of the Planning Board on April 12, 2010, the Planning Board
discussed the issue of security for the Whistleberry Subdivision. Member Jackie Esten
noted that the developer did not record the new covenants against lots 52, 55 and 64.
Member Etsen viewed this requirement as a condition of the further.release for Lot 47
and suggested that building permits not be issued for Lot 47. The Chair at the time,
Felicia Penn, also stated that building permits should not be issued on any of the
remaining lots.
Recently, the Hostetter family revealed that it may transfer its responsibilities to a
developer named Craig Larson. This possibility brought to the forefront the issue of the
scope of work that will be required to fulfill the 2002 Developer Agreement. Until this
time, the focus of the Department of Growth Management, the Legal Department, and the
Planning Board had been on securing full compliance with the Development Agreement
from the developer, the Hostetter family. After Mr. Larson came forward, there appeared
to be a change in focus from full compliance to what the Development Agreement
minimally required. The Town Engineer on two occasions prepared lists setting forth
items which, if completed, he suggests will fulfill the Development Agreement. (Copies
of the two lists are attached). The Association disagrees and has submitted a more
extensive list which it asserts must be addressed in order to fulfill the terms and
conditions of the Development Agreement.
ASSOCIATION POSITION STATEMENT
I. Scope of Work to Complete the Subdivision.
The Association contends that the developer should be required to fulfill his
obligations and complete the subdivision pursuant to the plans that the PIanning Board
approved and in accordance with the 1973 Regulations that were in effect at the time of
approval. But the Association recognizes that mistakes have been made and that
insufficient security exists in order for this to occur.
The Association acknowledges that the Developer can now secure releases of the
covenants if the Developer satisfies the requirements of the January 24, 2002
Development Agreement.
The Legal Department and the Town Engineer have taken the position that
completion of the twelve (12) items specifically delineated in the Development
Agreement will satisfy the requirements of the Agreement. The Association believes that
i
May 2, 2013
Page 4
the Development Agreement requires more. The unambiguous language of the
Development Agreement on page 3 supports the Association's contention:
Upon a finding by the majority of the Planning Board that all
requirements of this Agreement have been fully performed, and that any
further deficiencies in the work required that may become evident to the
Planning Board, have been repaired to the satisfaction of the Planning
Board, the Board will release the remaining lots numbered(52), (55) and
(64), that are subject to a Planning Board covenant. (Emphasis added).
The Developers shall remain responsible for any other defects in the
roads and utilities installed as part of the requirements of the
subdivision plan approval that may become evident, until such time as
the Planning Board finds that the subdivision is fully complete and has
released all securities .... . (Emphasis added).
This language makes it manifest that the Planning Board intended for the
Developer to remain responsible for defects and deficiencies in work that may not be
specifically listed in the twelve items in the Agreement.
Under separate cover, the Association has submitted a list of items that the
Developer should be required to complete in order to satisfy the Development Agreement
and obtain release of the covenants. The Association contends that all the items on the
list fall with the ambit of the Development Agreement and that the Planning Board would
be well within its authority to require the Developer to address each item on the
Association's list.
2. Lot 47,
Lot 47 was released by an instrument dated April 27, 1984 which is recorded at
the Barnstable Registry of Deeds in Book 4237, Page 122. This, however, does not mean
that the Town has no legal authority over the Lot.
Massachusetts General Laws Chapter 41, Section 81Y provides, in pertinent part,
that the Building Commissioner "shall not issue a permit for the erection of a building
until first satisfied ... that any condition endorsed [upon the subdivision' limiting the
erection of buildings on such lot has been satisfied." (Emphasis added).
i
May 2, 2013
Page 5
The Development Agreement contains conditions imposed by the Planning Board
on the development of the Whistleberry Subdivision. It is undisputed that the conditions
in the Development Agreement have not been fulfilled. Consequently, the Building
Commissioner is required to withhold issuing any building permit for Lot 47 (as well the
other lots under covenant).
The Association is concerned that the Lots that remain under covenant are
insufficient to secure the work that remains to be completed. Accordingly, the
Association seeks that preserve whatever security is available.
To that end, the Association requests that the Planning Board vote to (1) confirm
that the conditions imposed by the Development Agreement have not been satisfied and
(2) send a letter to the Building Commissioner informing him of the situation and
requesting that he not issue any building permits for Lot #47 until such time as the
Planning Board determines that the Development Agreement has been fulfilled and that it
is appropriate to release the security.
Thank you for your attention to this matter.
Very truly yours,
1 C�
Brian J. all
Enclosures
Cc: Thomas J. McKeown, President
Ruth Weil, Town Attorney
Charles McLaughlin, Associate Town Attorney
Joanne Miller Buntich, Director, Dept. of Growth Management
I -
do-TME Barnstable
9BAJPW.N B
1639. "Town ®f Barnstable
Growth Management Department
www.town.barnstable.ma.us/growthmana arnent 2007
Jo Anne Miller Buntich
Director
Date: November 17, 2010
To: JoAnne Buntich,Director GMD
From: Stephen Seymour,P.E. Senior Engineer
Subject: Subdivision 454—Whistleberty Subdivision—Work item Requirements
In order to further clarify and to quantify the work remaining to be completed in
the subdivision I provide the following descriptions and the attached itemized list of work
items including estimated quantities. The item numbers below correlate with the items on
the attached list.
General Statement: All work is to be completed in accordance with the
Subdivision rules and Regulations of 1973,the Massachusetts Department of Public
Works Standard Specifications for Highways and Bridges, and practices of good
workmanship. The Town of Barnstable engineers shall approve the plans and method of
repair prior to construction and shall be called at least 72 hours before a construction item
is worked on by the developer in order to provide the Town the opportunity to also
observe the work and determine if work is adequate. The Subdivider's Engineer shall
inspect the work and provide the Town of Barnstable with a completed certified report as
required in section 6E of the 1973 Subdivision Regulations.
Relocation of roadway and utilities into the road layout-vicinity of
1 houses#142ª Whistleberry Dr.
Roadway, drainage, and utility relocation needs to be designed, permitted, staked
out, inspected, and certified by the Subdivider's Engineer. An as built plan showing the
completed work and its relationship to the road layout needs to be certified by a
Registered Land Surveyor.
Relocation of roadway and utilities into the road layout-vicinity of
2 houses#50 Whistleberry Dr.
Roadway, drainage, and utility relocation needs to be designed, permitted, staked
out, inspected, and certified by the Subdivider's Engineer. An as built plan showing the
367 Main Street,Hyannis,MA 02601 (o)508-8624678(1)508-8624782
200 Main Street,Hyannis,MA 02601 (o)508-862.4786(0 508-862.4794
Page 1 of 2
completed work and its relationship to the road layout needs to be certified by a
Registered Land Surveyor.
3 Relocate Stormwater infiltration System in the vicinity of House#422 Whistleberry Dr.
The exposed infiltration basin is not located within the drainage easement on the lot at
house number 422 Whistleberry Drive. The Infiltration system needs to be redesigned and
relocated within the drainage easement. Redesign is required because the depth to
groundwater appears to be limited which is possibly why the developer installed the
system so shallow that the stormwater has been breaking out of the bank. A shallower
system needs to be designed, permitted, staked out, inspected, and certified by the
Subdivider's Engineer. An as built plan showing the completed work and its relationship
to the road layout needs to be certified by a Registered Land Surveyor.
4 Provide drainage easement on lot 47 Owned by Developer
Some stormwater from the roadway is discharging onto lot 47. Before the lot is conveyed
a drainage easement needs to be established on this lot. Correct Drainage.
I
5 Repair roadway failure on hill after crossing Bog
The roadway up the hill is deteriorating indicating that the road base is inadequate. The
Subdivider's Engineer needs to oversee the digging of a test hole to determine the extent
of road base reconstruction that is needed. The pavement and inadequate material beneath
the roadway will need to be replaced as required to comply with the subdivision regulation
standards.
6 Repair roadway failures at Various Locations 6n Whistleberry Drive
The roadway is deteriorating at the locations listed on the attachment, indicating that the
road base is inadequate. The Subdivider's Engineer needs to oversee the excavation to
determine the extent of road base reconstruction that is needed. The pavement and
inadequate material beneath the roadway will need to be replaced as required to comply
with the subdivision regulation standards.
7 Repair Catch Basin
Catch Basins need to be opened and inspected in the presence of the Subdivider's
Engineer to determine the extent of repairs necessary. It is anticipated that at a minimum
the frame and cover will need to be reset with bricks and mortar.
367 Main Street,Hyannis,MA 02601(o)508-8624678(f)508-8624782
200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-8624784
Page 2 of 2
1
Itemized List of Work Items Remaining
Subdivsion #454 Whistleberry
Including Estimated Quantities
Item# Item Description Unit Quantity
1 Relocation of roadway and utilities into the road layout-vicinity of houses#142ª Whistleberry Dr.
1A Design relocation and obtain permits as required. Lump Sum 1
1 B Remove existing pavement(320 LF of road) Square Yard 850
1C Reconstruct Road inside the roadway(320 LF of road) Square Yard 850
1 D Abandon 4 Catch Basins Each 4
.1E Construct 4 new catch basins and reconnect to piping and infiltration system Each 4
1 F Modify existing piping and infiltration system as required Lump Sum 1
1G Install retaining wall as required(potentially 10 of grade differential) Linear Feet 260
1H Install steel guard rail including transition end sections Linear Feet 260
11 Relocate Water main and reconnect services. Linear Feet 370
1J Restore disturbed areas with loam and seed including erosion control fabric as required. Lump Sum 1
2 Relocation of roadway and utilities into the road layout-vicinity of house#50 Whistleberry Dr
1A Design relocation and obtain permits as required. Lump Sum 1
1 B Remove existing pavement(250 LF of road) Square Yard 650
1C Reconstruct Road inside the roadway(250 LF of road) Square Yard 650
1 D Abandon 2 Catch Basins Each 2
1 E Construct 2 new catch basins and reconnect to piping and infiltration system Each 2
1 F Modify existing piping and infiltration system as required Lump Sum 1
1G Install retaining wall as required(potentially 10 of grade differential) Linear Feet 200
1 H Install steel guard rail including transition end sections Linear Feet 200
11 Relocate Water main and reconnect service. Linear Feet 200
: 1J Restore disturbed areas with loam and seed including erosion control fabric as required. Lump Sum 1
3 Relocate Stormwater Infiltration System in the vicinity of House#422 Whistleberry Dr.
3A Remove leach pit and drain pipes that are not located in the dedicated easement on lot 45(house#422 Whistleberry Dr.) Lump Sum 1
3B Connect catch basin on Waters Edge to a new shallow-type subsurface infiltration system (located in the easement). Lump Sum 1
3C Install new gutter inlet type basin at road low point and connect to new infiltration system. Lump Sum 1
3D Restore disturbed and damaged landscape and pavement. Lump Sum 1
3/23/2013 1 of 2 quantitiesworkrequired11172010
Itemized List of Work Items Remaining
Subdivsion #454 Whistleberry
Including Estimated Quantities
4 Provide drainage easement on lot 47 Owned by Developer&Correct Drainage Lump Sum 1
5 Repair roadway failure on hill after crossing Boa
5A Remove and replace pavement, including gravel base and sub base. Square Yard 300
5B Provide as built plan, install road bounds,and record necessary access easements. Lump Sum 1
6 Repair roadway failures at Various Locations on Whistleberry Drive
6A Entrance Curve near House# 18 Square Yard 90
6B Near house#122 Square Yard 110
6C Near house#208 Square Yard 75
6D Near house#218 Square Yard 80
6E Near house#251 Square Yard 70
6F Near houses#348 and 380 Square Yard 650
7 Repair Catch Basin
7A Near house#50 Whistleberry Drive Lump Sum 1
7B Near house#28 Waters Edge Lump Sum 1
3/23/2013 2 of 2 quantitiesworkrequiredl 1172010
oQ i°'E
BARNsMUr,
.� Town of Barnstable
0N1Pi� Growth Management Department
www.town.burnstable.ma.us/jzrQwthinapagCmen t
Jo Anne Miller Buntich
Director
Date: January 7,2013
To: Planning Board
From: Stephen Seymour,P.E.Senior Engineer
Subject: Subdivision 454—Whistleberry Subdivision—Subdivision Status and Proposed Work to
Complete the Subdivision
This subdivision was mostly constructed in 1980 and n1981. The work was not satisfactorily completed
at that time. The Planning Board and the Developer signed a Development Agreement in January 2002 regarding
the work remaining to be completed. Some of this work remains incomplete. What follows is a report regarding
the status of the subdivision and the work proposed to satisfy the Development Agreement. The developer has
also proposed to perform work that is not included in the agreement but that it would be advantageous to
complete. Specifically the construction of a paved road along the bog on Berry Hollow Drive and the replacement
of a culvert under Whistleberry Drive.
Development Agreement Item 1 is complete—The water main installation to the 4 lots on Bevy Hollow Drive is
complete and is being maintained by the COMM Water District.
Development Agreement Item 2 is two thirds complete—At three locations portions of the pavement on
Whistleberry Drive was found to have been constructed partially out of the road layout. Easements have been
recorded at two of these locations. At the third location the developer will be adding pavement to the road so that
the full 22 foot wide paved road is within the road layout. When this additional pavement is installed this item
would be satisfied.
Development Agreement Item 3 remains incomplete—the developer is proposing to exceed the requirements
contained in the prior agreement-Requires the repair of a section of pavement on Berry Hollow Drive. The
developer is proposing to repair the damaged section of road and in addition to relocate and construct a paved road
along the bog where the road is currently unpaved.
Development Agreement Item 4. The developer has agreed to construct a combination of Swale and subsurface
infiltration to accommodate the stormwater from Berry Hollow Drive.
Development Agreement Item 5.Concrete Bounds have been installed on Whistleberry Road and on Waters Edge
and as-built plans have been submitted for these 2 roads. The developer proposes the installation of road bounds
as is required under the subdivision regulations on Berry Hollow Drive upon completion of the repairs to the road
as described under items 3 and 4. The developer's engineer will install road bounds or PK nails in pavement as is
appropriate on Berry Hollow Road.
367 Main Street,Hyannis,MA 02601(o)508-862-4678(0 508-862.4782
200 Main Street,Hyannis,MA 02601(o)508-8624786(f)508-862-4784
Page 1 of 2
Development Agreement Item 6 calls for the submission of as built plans for Berry Hollow Drive. As-built plans
will need to be submitted for Berry Hollow Drive after the final completion of the road. As-built plans have been
submitted for Whistleberry Road and on Waters Edge.
Development Agreement Item 7 requires the establishment of access to the lots on Berry Hollow Drive. The
developer's surveyor has surveyed the road and drawn a concept that shows the relocation of the portion of the
road that is outside the layout into the existing road layout. The road will be constructed to a width of 13 feet of
pavement with a 1 foot gravel shoulder. One 40 foot long and 20 foot wide section of road will be built to allow a
vehicle to pull over to sallow a vehicle to pass.
Development Agreement Item 8 is complete-The utility company has identified the utility poles on Berry Hollow
Drive as belonging to them.
Development Agreement Item 9 is incomplete=The pavement around two catches basins in the cul de sac at
waters edge be brought to grade to alleviate some puddles in this area. Drainage will be repaired by the developer
to alleviate puddles in this area.
Development Agreement item 10- The developer proposes to repair the drainage system on lot 45 located at the
southeast comer of the intersection Waters Edge with Whistleberry Drive to eliminate breakout from a leaching
pit and a paved waterway both of which discharge onto lot 45 outside of the drainage easement on the lot.. The
paved waterway has been determined to discharge outside of the existing easement. The developer has proposed
to work with the owner of lot 45 to install a shallow infiltration system and a gravel infiltration basin to drain the
water. And to supplement this work as necessary with drainage improvements on lot 47 across the street that is
owned by the developer.
Development Agreement Item 11 -Requires that the drainage system on lot 37(opposite the drainage system
discussed in item 10 above)be inspected and repaired as necessary. This will be done in conjunction with the
work under item I 1 to meet the goal of an adequately functioning system in this intersection.
Development Agreement Item 12-requires the developer to obtain and record an easement to the Whistleberry
Resident Association for drainage that discharges onto lot 47 that is owned by the developer's estate. If drainage
needs to be installed on this lot owned by the developer then drainage easement will be granted to the
Whistleberry Residents Association. Also if drainage is installed on lot 45 under item 10 then an easement for the
drainage will be recorded.
Additional Defect—The pavement around the catch basin opposite#50 Whistleberry Drive has settled repeatedly.
The pavement has been repaired on three recent occasions. This indicates there must be some latent defect
undermining the road,possibly in the brick work under the casting or around the pipe penetrations. This defect
needs to be repaired.
Additional Work Proposed by the Developer:
The developer is also proposing to replace a failing culvert under Whistleberry Road that serves as an outlet for
the cranberry bogs. If this culvert fails and the road collapses the only access to 13 homers would be affected.
Also as noted above under item 3 the developer proposes to rebuild and pave a considerably larger section of
Berry Hollow Drive than was required under the 2002 development agreement.
367 Main Street,Hyannis,MA 02601(o)SOM62-4678(0 508-862-4782
200 Main Street,Hyannis,MA 02601(o)508-8624786(0 508-862-4784
Page 2 of 2
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Western Surety Company hereby continues in force Bond No. 71595665 briefly
described as -SITE IMPROVEMENT PERFORMANCE TOWN OF BARN TAB E
for MICHAEL LAMBROS
as Principal,
in the sum of$ FIVE HUNDRED THIRTY-FIVE AND NO/100 Dollars, for the term beginning
October 10 2015 , and ending October 10 , -2016 , subject to all
the covenants and conditions of the original bond referred to above.
This continuation is issued upon the express condition that the liability of Western Surety Company
under said Bond and this and all continuations thereof shall not be cumulative and shall in no event exceed
the total sum above written.
Dated this 06 day of October 2015
* �� 42isa gg WESTERN
URETY COMPANY
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By ,
<_ w Paul T. Br ate Vice President
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THIS "Continuation Certificate"MUST BE FILED WITH THE ABOVE BOND.
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s Form 90-A-8-2012
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Western Surety
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS:
That WESTERN SURETY COMPANY,a corporation organized and existing under the laws of the State of South Dakota,
and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado,
Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky,
Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New
Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania,
Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia,
Wisconsin,Wyoming, and the United States of America,does hereby make,constitute and appoint
Paul T. Bruflat of Sioux Falls
State of South Dakota ,its regularly elected Vice President
as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for
and on its behalf as Surety and as its act and deed,the following bond:
One SITE IMPROVEMENT PERFORMANCE TOWN OF BARNSTABLE
bond with bond number 71595665
for MICHAEL LAMBROS
as Principal in the penalty amount not to exceed: $535.00
Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety
Company duly adopted and now in force,to-wit:
Section 7. All bonds,policies,undertakings,Powers of Attorney,or other obligations of the corporation shall be executed in the corporate
name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the
Board of Directors may authorize. The President,any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint
Attorneys-in-Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate
seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The
signature of any such officer and the corporate seal may be printed by facsimile.
In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its
Vice President with the corporate seal affixed this 06 day of October 2015 .
ATTEST WE N SUR COMPANY
By
L. Nelson,Assistant Secretary Pau A. Bruflat,Vice President
STATE OF SOUTH DAKOTAss
COUNTY OF MINNEHAHA
On this 06 day of October 2015 ,before me,a Notary Public, personally appeared
Paul T. Bruflat and L. Nelson
who,being by me duly sworn, acknowledged that they signed the above Power of Attorney as Vice President
and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to
be the voluntary act and deed of said Corporation.
���,5hh��,h�,hhh�,hhhhhhh�hhh+
s S. PETRIK s
sX SEAL NOTARY PUBLIC SEEAL SOUTH DAKOTA s Notary Public
+hhyy�iyyyy�i�iyhh�a�ihhh�hhy +
My Commission Expires August 11,2016
Form F1975-1-2012 ��«
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PORIA i i
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COVENANT
\ The undersigned _. ►�'.IS� '�ir"sT'C.r��/�
- M,i`!L! .._..__„Q.ry ftsmchumft,hemimfter oaUed the-Covanon er;having sub
milted to the Barnstable Planning Board,o definitive of subdivi n8 plan slan,entitled
dated
does hereby covenant and agree with said Planning Bond and the suaoment in office of solY Boards
Pursuant to G.L(Ter.SCU C.41,Sec 81U,as omertded,that,
1. The covenantor is the owner of record of the prertusts shown on said plan
2. This covenant shall run with the land and be binding upon the executors,administrators,heir,
cmigns of the covenontar,and'her sucm.sors In till&to the premhas shown on said plan
3. The ctmstnuc-lon of ways and the installation of muildpol services shall be provided to serve
any lot in a000rdanw with the opplimble Rulas and Regulations of aid Board before such to
may be built upon or conveyed,other than by nvnpg&deed.provided that o matgogee who
acquires Ntie to the martgoged prennhes by laedosta.or ad wfse and any u=oedinq owner '
of the mortgaged Feat of poll thereof may toll any such for, e
subject on sa that
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this LovssaCovenantwhich provided that no lot so sold shall be built upon until t a such ways d� i
$. vices have ban provided to serve streh hot;
4. Nothing herein shall be deemed to prohibit a convefanm subject to Ibb covenant by a.sing!&
V deed of the entire pores!of land shown an the sulydMrton plan or of all lots not previously
4 C released by the Planning Board without first prervidnnl such ways and swvlaes.
$ 8. This covenant shall take affect upon the approval of Soil plan;
b. Refermroe ro this covenant shall be entered upon said plan and this ccoveront shall be recorded 1 1
Q't 3 when sold plan Is recorded.
The axlarsignod
'a o� �Y agme that such Interest as�i,we,eny hove In sold premises shelf subjett to
husband, 11�
s Provisions of this oavenad and Insofar as Is necessary release all rights of tenancy by the.
dower.harnestead and other Interest therein. I
Ci 3 ,E�I%EDCU,>T�os_q,settled instnxnnnt this .... day of...FiC.i�}*-7 .
....._.......
.
COMMONWEALTH OF MASSA0111SEM
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XPA1 1st ., �.. 1981
Th-personally appeared
Old�l�Bed the faaBofnB tmtrunhent to be.. _ . ...free as and dead,
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Helm fuublle
tb ta®laeias-eorpsree December 31, 1982 -
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9
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INSTALL RISERS COVERS TO PIPES TO BE LAID LEVEL FOR DEEP 'OBSERVATION HOLE LOGS
W N WITHIN G" OF fIN15H GRADE 2' OUT OF DISTRIBUTION BOX
c\1 DATE: 01 - 13-2014 P- 142G3
w - (SEE PLAN VIEW FOR LOCATIONS)
WATER TEST D-BOX FOR TEST BY: D. MEYER, RS CSE
Q LEVELNESS FLOW WITNESS: D. MIORANDI, HEALTH AGENT
PERC RATE: < 2 MIN. / INCH
Locus N EQUALIZATION
o BASEMENT FLOOR
[� Q @ EL. G I .O II DEEP OBSERVATION HOLE #I EL. 55.0
�I
Q ... EL. GO.O - - - EL. 5G.0 EL DEPTH
cn -_ - - -- - - - - - - - - - _ - - - - - _ _56_O FROM 501E SOIL SOIL COLOR SOIL OTHER
E_l. oC HORIZON TEXTURE (MUN5ELL) MOTTLING
FR05T 4 SCH SURFACE
I WALL 4" 5CH 40 PVC 40 PVC 4 SCH 40 PVC TOP @ EL. 50.7
r �� 0" - 8" A LOAMY SAND I OYR4/2
PERC TEST @ 48'
�� 8" - 24" B LOAMY SAND I OYRG/8
2 24" - 135" C MEDIUM - COARSE SAND 2.5YG/4 24 GAL. < 15 MIN.
1 o 14 ( ) 500 GAL. PRECAST DRYWELLS (H-20)
_ o < 56.00 52.50
5 I .00 BOTTOM @ EL. 48.0
INSTALL GA5 BAFFLE 51 .23
IN OUTLET TEE 52.00 50.00
ZONING DISTRICT: RF
GROUNDWATER PROTECTION DISTRICT (GP)
y -
STATE APPROVED ZONE it
i � INSTALL TANK � D-BOX
' SALTWATER ESTUARY PROTECTION ZONE G.rj' DEEP OBSERVATION HOLE #2 EL. 54.0
ON G" LAYER OF CRUSHED
DEPTH SOIL SOIL SOIL COLOR 501E
STONE FROM OTHER
1 500 GALLON PRECAST DB-G BOTTOM OF TEST HOLE #4 suRFACE
HORIZON TEXTURE (MUN5ELL) MOTTLING
01' _ g�� A LOAMY SAND I OYR4/2
5FPTIC TANK (H-20) @ EL. 41 .5
8" - 24" B LOAMY SAND I OYRG/8
24" - 1 35" C MEDIUM - COARSE SAND 2.5YG/4
1
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DEEP OBSERVATION HOLE #3 EL. 5 1 .0
DEPTH
\ SOIL 501L 501L COLOR 501L
FROM HORIZON TEXTURE OTHER
\` SURFACE (MUN5ELL) MOTTLING
p" - 9" A LOAMY SAND I OYR4/2
\ \ 9" - 37" B LOAMY SAND I OYRG/8 PERC TEST @ 53"
•70 \ \ 37" - 57" C 1 LOAMY SAND I OYRG/G 24 GAL. < 15 MIN.
\ J 57" - 108" C2 MEDIUM - COARSE SAND 2.5YG/4
GO
DEEP 065ERVATION HOLE #4 EL. 50.5
/ / I DEFT SOIL 501L 501L COLOR SOILfRo OTHER
\ > �� SURFACE HORIZON TEXTURE (MUN5ELL) MOTTLING
\ ` - 70 I / i �, i / / 01. - 9" A LOAMY SAND I OYR4/2
-- \ p. 9-1 - 37" B LOAMY SAND I OYRG/8
37" - 5T C 1 LOAMY SAND I OYRG/G
57" - 1 OS" C2 MEDIUM - COARSE SAND 2.5YG/4
NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE
i
�.20
a
/
- F
� o � DESIGN DATA-
L/
FAA `\2 �. �I
090 `c� / ". DAILY FLOW: BEDROOMS x I 10 GPD = 330 GPD
\ \ -.� ♦�F `S�p • �P - / ',`' EXISTING SEPTIC TANK: 330 GPD x 200% = GGO GPD
ELECTRIC USE: 1 500 GALLON PRECAST SEPTIC TANK
` \ a _ _ `♦ • �` .1 - -_ �- -'�-- / �,` `\ - �\` \ TRANSFORMER DISTRIBUTION BOX: -
\ USE: DB-G -�- (G) OUTLET DISTRIBUTION BOX (H 20)
50 _ \ �• / r \J`. `, 501L AB50RPTION SYSTEM:
\ ,, ` � �, / � � r � `•� / I O' PAVED �
\ �- \ • ',LO �/ / � i APRON i / USE: (2)1500 GAL. PRECAST DKYWELL5 (H-20) LINED
- ,' ♦ y\ / r J` � PITCHED TO ; w/4 OF DOUBLE WASHED STONE ALL AROUND
2
TH#I / `\\` ` / 1`` j ROAD / �'
CAPACITY:
�Th#2 / / / �' i t 51DEWALL: 7G x 2 x 0.74 = 1 12.5 GPD
�\
TOTAL:- OM: 13 x 25 x 0.74 = 240:5 GPDJMTHD
3530G
\ \ ,'` > \ - -- '- _ ►40
GENERAL NOTES
• - \ _ +
pop p',,,- \ ` PATH 1 . SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH
- - / 3 10 CMR 1 5.00: TITLE V
oo _ 2. THIS SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A
TANG _--_____ _ \ GARBAGE DISPOSAL.
-_EX15 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
♦ ` \ -___ _-__ ---- __-- -- - d �. 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN
52.5+ `\ ENGINEER FOR ANY REQUIRED INSPECTIONS.
47.2 _
_ -_- - - ` -r / / r�0)0) �' ��` 5. CONTRACTOR "I O BE RESPONSIBLE FOR THE LOCATION OF ANY
TOP OF BANK - _ - LOT 47 \ i rr �,' UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION
EXISTING 1 I g ; EDGE OF ROADWAY
CRANBERRY I 44.9
' 49775 . 4 5 . OR CONSTRUCTION.
BOG +
1 . 14 ACRES
l/ 1
52.4 52.6 0. 110
' G
SqN TAR
PAVED -_-___`�___,
RUNOff
SITE PLAN OF LAND
42.4
I ` / FOR
PAVED
+ I / ,/ / RUNOFF 4 1 3 WHISTLEBERRY DR., MARSTONS MILLS, MA
48. I _I ,® iNOF&% PREPARED FOR
/ / �� MICHAEL LAMBR05
\ \ \�- / / ', ,, STEVEN4 SCALE: DATE: DRAWN BY:
RUMOA I " = 20' 08-20-20 14 TMW
/ I I + \
47.2 , , NO.3 791 y
.' \ \
JOB NUMBER: REVISION: SHEET NUMBER:
SP- I
+ ,STE
/ / � WELLER � A550CIATE5
I G45 FALMOUTH RD., SUITE 1`9
\ / , P.O. BOX 4 1 7 CENTERVILLE, MA 02G32
, ' ^1Z v TELEPHONE: (508) 328-4G92
' /`�� ' "' EMAIL: trlswelicr@gmail.com
__ / 47.8 - // ,' _____._ T - - -- -__ - REGISTERED LAND SURVEYORS * ENVIRONMENTAL CONSULTANTS