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From: Richard Higgins-divacservicel Qicloud.com>61
Subject: Lot 29 settlers
Date: March 10,2014 4:57:28 PM EDT
To: martinward66@yahoo.com
1 Attachment,2.9 MB
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Building Department - 200 Main Street
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M * Hyannis, MA 02601
9 MASS..
q, 1639. . (508) 862-4038
RFD Mfg A
Certificate of Occupancy
Application Number: 201202173 CO Number: 20140016
Parcel ID: 272225 CO Issue Date: 03/14/14
Location: 138 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT
Proposed Use: DEVELOPABLE LAND
Villager HYANNIS
Gen Contractor: MORIN, JACQUES N. Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed
IKE TOWN OF BARNSTABLE l
ding .,
Bul
201202173
BARNSTABLE, Issue Date: 05/24/12 Permit
9 MASS.
�ArF0 339. ��� Applicant: MORIN,JACQUES N. Permit Number: B 20121194
Proposed Use: DEVELOPABLE LAND Expiration Date: 11/21/12
Location 138 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 272225 Permit Fee$ 892.50 Contractor MORIN,JACQUES N.
Village HYANNIS App Fee$ 100.00 License Num 57770
Est Construction Cost$ 175,000
Remarks APPROVED PLANS.MUST BE RETAINED ON JOB AND
TO CONSTRUCT A SINGLE FAMILY HOME WITH 3 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL
AND 1 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: 1597 FALMOUTH ROAD,SUITE 4 INSPECTION HAS BEEN MADE.
CENTERVILLE,MA 02632
Application Entered by: PR Building Permit Issued By:
THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PARTTHEREOF,EITHER TEMPORARILY OR PERMANENTLY., ROACHIMENTS ON,PUBLIC PROPERTY,NO:
SPECIFICALLY PERMITTED UNDER THE BUILDING4CODE,MUST BE'APPROVED'BY THE JURISDICTION, 'STREET,OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS'THE ISSUANCE OF THIS PERMIT DOES NOT.:IRELEASE THE APPLICANT FROM'THE CONDITIONS OE ANY APPLICABLE SUBDIVISION`.. °
RESTRICTIONS-
MI
NIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH).
5.INSULATION.
6.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).
4�' �J&-0�45 M" ' I I"z '-W.""m
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
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3 1 Heating Inspection Approvals Engineering Dept
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EXISTING
FOUNDATION
TOP FOUND. C
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55.7'
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zi Lot 29
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Area=10,006f Sq. Ft.
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0.23f Acres
138.04'
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DCE #00-018
FOUNDATION PLOT PLAN
PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE
LOCATION #138 SETTLERS LANE HYANNIS, MA
SCALE : 1" = 20' DATE : JUNE 26, 2012
REFERENCE : ASSESSOR'S MAP 272 PARCEL 225 PREPARED FOR:
LOT 29 PB 610 PG 94 BAYBE MING
I HEREBY CERTIFY THAT THE STRUCTURE �o� DANIEL cy��
SHOWN ON THIS PLAN IS LOCATED ON THE ( A
GROUND AS SHOWN HEREON.
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fr soe 3m-9Sw
q No.409810 v
fox sae�—eaeo
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down cope engineering, inc. . G trq!�o uRV Q
CIVIL ENGINEERS ---l---- -------------�----
LAND SURVEYORS
939 Moln Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
V
a
Map t-� `4
/ Parcel OS Application #
Health Division Date Issued �w
Conservation Division = Application Fee
Planning Dept. Permit Fee
Date Definitive Plan Approved by Planning Board `; µ
Historic - OKH Preservation/Hyannis
"1 i
— y
Project St Address 13
Village
Owner ,Address ��� 7 --61 4 OJk
Telephone
Permit Request (v /Alp
1 Ca-4 qx a �
Square feet: 1 st floor: 'e/lxisting proposed Mo 2nd floor: existing proposed !ab'D Total new 1 9�(P
Zoning District .T-.4 Flood Plain n undwater Overlay 6 P
Project Valuation 00S'000 Construction Type
Lot Size o a3 Gran f d athered: ❑Yes W'IVo If yes, a
ttach supporting documentation.on.
Dwelling Type: Single Family U/' Two Family ❑ Multi-Family (# units)_
Age of Existing Structure Historic House: ❑Yes ❑ Il On Old King's Highway: ❑Yes 6a.<0
Basement Type: ❑ FMI ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) �S�P
Number of Baths: Full: existing new - Half: existing new
Number of Bedrooms: existing-3-new
Total Room Count (not including baths): existing new First Floor Room Count .3
Heat type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ;a Yes ❑ No Fireplaces: Existing New Existing woSa oal stoQ: ❑_ems IB' 0
Detached garage: ❑existing ❑ new i "" •
g g g size Pool: ❑ existing ❑ new size — Barn.�existing _ neb size—
Attached ❑ existing t garage: g l�w size _Shed: ❑ existing ❑ new size — Other: �
Appeal .11S 1 Recorded �S�' -
Commercial ❑Yes ❑Tlo If yes, site piam � a
Current Use V_&0CtA.+ Proposed Use
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
�� - -Q
Name Telephone Number g_ a
Add ess License # 0 J� 7
Home Improvement Contractor#
Worker's Compensation
ALL CONSTRUCTION DEBRIS RESU TING F O THIS PROJECT WILL BETAKEN TO
a
SIGNATURE - L ! ^✓�/ DATE
FOR OFFICIAL USE ONLY
APPLICATION# i
' :DATE ISSUED : t
i MAP/PARCEL NO. .
ADDRESS a 4 VILLAGE -
t OWNER,' i
DATE OF INSPECTION: _
FOUNDATION
FRAME `
y}
INSULATION'
FIREPLACE
ELECTRICAL: ROUGH FINAL t, "
PLUMBING: ROUGH — FINAL-7 _
GAS: ROUGH, FINAL -
FFINAL BUILDING`t.
DATE CLOSED OUT
s ASSOCIATION PLAN NO. ��
ap!f Inquiry-Kinis [TOWN OF BARNSTABLE]
141 zE41e Edit Tools Help
E-- ID E/ la 1 4 9 M 9 9 1 T 1fv 0 It 9 (ZI
Year/Type/Bill No. Customer account information
Histor/
18198
361451
F-TTF-
Detail MORIN,MARTHA M TR
SETTLER LANDING 11 REALTY TRUS-
Orig all
1597 FALMO UTH ROAD,.SUITE 4
Property information CENTERVILLE,MA 02632
:Effective.Date {---------------- Parcel ID �72-225'
_
Lien/Sale
Aft Parc
Scan'Bill Prop Loc J138 SETTLERS LANE
L 1 400 1CO Special Conditions/Notes
Quick Entry
utility Acd
Int Dt Billed Abt./Adj Pmt/Crd Interest Unpaid bal
............
er Custom
.00
.......... ..........11 F I -- ---- -co
Name 727
............
5,21.24 W.37
Parcel
. ..
521. 2
o ! 70.3007
.......
Prop Cade Fees/Pen T
1
15.00
1
Totals 1,042.46 15. 01 .00 158.24 1,216.20
Bill Dates i
Notes/Alerts Due�AAEV2.1312
Bill Audits 1.216.20
Per Diem .40
Bill Events
JAN 1 Owner: MORIN,MARTHA M TR
Int Paid
Reprint Total Paid
23 Mew Prior uf Paid bAS
Preferences
D,agnostres
1 of I Attachments i'D)
...............
Maintain the effective date.
CASH (CHECK
APR 182012
--- TOWN OF B
ARNSTABLE.
PER
COLLECTOR OF� TAXES
Bill Inquiry OF •.
fsfif ;'ale Edit Toots Help
Ou
Year/Type/Bill No. Customer account information
r _
History 2012 RE-R .. 1978k 3£1451 (city
Detail tail MORIN,MARTHA;M TR
3
SETTLER LANDING 11 REALTY TRUS-
( Orig Bill .1597 FALMOUTH ROAD,SUITE 4
Effective Date Property information CENTERVILLE„MA f1M2
-- — ! Parcel ID 272-225
I L1en Saie Aft Parr
_-~ Prop Lac 13$Scan BiiSE.TTLERS LANE .
'GO Special Conditions/Notes
'Quick Entry
Utility f4cct
Int"Dt Billed Abt.Adi Pmt/Crd Interest Unpaid bal
............
Customer I. 4l3l4?2r 11.._ .. �� 2SL i .! .._ . Il{t �- 24.4f} - —2$5 42
i..._. _.__. ...._ 11PI}Zol l Bf `� 15 2{P ° Z75 82
Name I
289 33 i .,' _. 6? .._.- _..._ 296 6T ..
Parcel a5if)2112 � mm 2..9.92 3 fk .Ot? 28S.S2
. Fees/Pen ; l 4b3 ' 00 `` 00
Prop Code _0 _
I Totals 1,1079 B9 00 i 0-0 4627 1,147.36
Bill Dates
Notes./Aleds 4/0 }^ _ �3
Bill Audits Due fl- til=t912 1,14 .35
j Per Diem 31
Bill Events i JA.N 1 Owner: MORIN,MARTHA MTR
Int Paid
Reprint Total Paid ft4
Preferences
- -
I123 Mew,prior,isn,adk+ s
Diagnostics
i of 1 _ ..., ..11._ 3tachmer-rts d
Display transaction history for the current bill.
® .CASH •XCHECK
77
APR 18 2012
TOWN OF BARNSTABLE
PER
COLLECTOR OF TAXES
The Commonwealth o hlassaehuseo
Depotnent of Inaiusirial Accidents
Office of Investiga ions
600 WashhWon Street
Boston,MA 02111
www mass gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name musin=worgani2ztion/Indmduat):
Address:
City/State/ Phone#;
Are yoy an employer?Check the appropriate box: Typa of cxt
am a employer with C)= 4. [] I am a general contractor and I . j
employees(full and/or part-time).* have hired the sub-contractors b• ►s qew construction2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling
ship and have no employees These subcontractors have g, Demolition
working for me in any capacity. employees and have workers'
[No workers' comp.insurance comp.insurance.$ 9. ❑Building addition
required.] 5..[] We are a corporation and'its 10.❑Electrical repairs or additions
3.El I am a homeowner doing all work officers have exercised their I L[]Phrmbing repairs or additions
myself- [No workers' comp. right of exemption per MGL
insurance required.]t a 152,.§1(4),and we have no 12.0 Roof repairs
employ=.[No workers' 13.❑Other
comp.insurance required..]
*A.Y applicant that checlm box#1 must also fill out the scc:tion below showingtheir warkess
t Homeowners who submit this affidavit indi ������policy iafvrmation.
carag they ass&wag an work and then hue outside contractors must submit a new affidavit indicating such.
1Contractors that check this boat most attacd an additional sheet show the name of the sob-conIIectota a�sty a, or not those eatiti�have
employees If fire sub-conhach�rs have employe they mast provide their war�as'
cc+mp:policy mmiber.
lion an employer that is providing workers'compensation insurance for my employees Below is the po&7 and job site
informsadon.
Insurance Company Name: '
Policy#or.Self--ins.Lic.#: Expiration Date:. a
Job Site Address:
Attach a copy of the workers'compensation policy tion page(showing the policy number expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of penalties of a
fine up to$1,500.00 and/or ore-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$2 . a day against the violator. Be advised that'a copy of this statement may be forwarded to the Office of
Iit�t3 the DIA fur insurance rovmmp vmifcafim
I do hereby under tine pains and penalties of pedwy dwt the information provd�.d above ' true correct.
Si Date: T_ ( = '
Phone#:
Qjficial use only. Do not write in this arra,tr,be completed by city or tmm official
City or Town: Pennit/Uceuse#
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Llectrical Inspector 5.
6.Other Phzmbing Inspector
Contact Person: Phone#•
k
NOTICE NOTICE
TO TO
FVIPLOYEES EMPLOYEES
The Commonwealth of Massachusetts
DEPARTMENT OF INDUSTRIAL ACCIDENTS
600 Washington Street, Boston, Massachusetts 02111
617-727-4900 F
As required by Massachusetts General Law, Chapter 152, Sections 21;22 & 30, this will give you
notice that I(we) have provided for payment to our injured employees under the above mentioned
chapter by insuring with:
ASSOCIATED EMPLOYERS INSURANCE COMPANY.
NAME OF INSURANCE COMPANY
54 THIRD AVENUE P.O. BOX 4070, BURLINGTON, MA 01803-0970
ADDRESS OF INSURANCE COMPANY
WCC 5004911012012 02/02/2012 - 02/02/2013 -
POLICY NUMBER EFFECTIVE DATES'
Miller McCartin 973 lyannough Road
dba Dowling &O'Neil Ins Agcy Hyannis, MA 02601 (508)775-1620
NAME OF INSURANCE AGENT ADDRESS PHONE
1597 Falmouth Road
Bayberry Building Co, Inc. Suite 4 Centerville, MA 02632
EMPLOYER ADDRESS
12/20/2011
EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE
MEDICAL TREATMENT
The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish
adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act.
A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician.
The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary
and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that
tlg&urer has arranged for such attention at the {
NEAREST AND BEST MEDICAL FACILITY
NAME OF HOSPITAL ADDRESS
TO BE POSTED BY EMPLOYER
Affidavit of Substantial Financial Interest .
/ of 1,5—,97
Ov , on oath
depose and state as follows:
1. I am an applicant for a building permit for the pron,erty located at Map d7cZ. , Parcel
_. The address of the property is '
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 .a6ove.
3. Within in the last twelve months from today's date, which is / 7 , the,
following individuals or entities have had a 1% or greater legal or equitable interest in
the real property which is the subject of the building permit application which is
iden*tified.in paragraph' 1 above:
Name Address -
.
4. Within the last twelve months, from today's date, which is , I have had
a 1% or greater-legal or equitable interest in the following prope ies which have been
the subject of a building permit application:
Map/Parcel Address
s,4-w�. A-s
5. Within this calendar year, I have submitted -building permit applicatians.for
property in which I have a-1% or greater legal or equitable interest. ,
6. Within the-last ten days, I 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 building permit applications for property in
which_1 have a 1% legal or equitable interest.
5,, .Wlthin,thi's month, I have received building permits for property in which I have
a. 1% legal or equitable interest.`
Signed under the pains and penalties of perju , this — clay of , 20V-
2001 D050/affin 1
I
RE: REQUEST FOR DUPLICATE RENEWAL FORM Page 1 of 1
From: Guigli, Mike(DPS) (DPS)<mike.guigli@state.ma.us>
To: Jacques Morin, Bayberry Building<bayberrybuilding@comeast.net>
Cc: 'Deborah Tokarz(Bayberry Bldg)'<deborahtokarz aol.com>, -
Y rY @ _
Subject: RE: REQUEST FOR DUPLICATE RENEWAL FORM
Date: Tue,Apr 10,2012 7:29 am y
Jacques,
Please use this email in verification'ofthe factthat your CSL renewal is in process.
Mike Guigli
Department of Public Safety
One Ashburton Place, Room 1301
Boston, MA 02108
From: Guigli, Mike(DPS) T
Sent: Wednesday, April 04,2012 9:00 AM
To:'Jacques Morin,Bayberry Building'
Cc: 'Deborah Tokarz(Bayberry Bldg)'
Subject: RE: REQUEST FOR DUPLICATE RENEWAL FORM '
Hello Deborah ..and Jacques,.
--renewals go to a central lockbox so checking status,'(which i's' often 'requested) 'is not '
j possible without much time and effort
-very sorry for the inconvenience but 'there is a very long delay here at DPS-in ' �
getting licenses issued...new license software. You may not receive it for several weeks.
Building officials are aware of.'this. -If you should need to pull a permit 'bring your
expired license and "a, copy of your' c'ancelled check'"to the building department. Assure
the building official that you will• present your valid license when it. is received.
r.,e
--you will need cont. .ed. hours when you renew again in 2014. You may find out more on
this here http://www.mass.gov/eopss/consumer-prot-and-bus-lic/license
type/csl/construction-supervisor-license-continuing.html '
Mike -
> mlvs,,nchu.s tts - D •p:ai-r rent of Public 5 afeti r
3
d Board 4 Buildin�" Re!ulatio 11S and st and•ards
Construction Supervisor License "
License: CS 57770
Restricted.to: 1 G `F
JACQUES N MORIN 'talr ,
1597 FALMOUTH RD#4
CENTERVILLE, MA•02632
Expiration: 2/16/2012
l unnii, ii+u•r Tru:. 163,31 '
http://mail.aol.com/35919-211/ao1-6/en-its/nail/PriiltMes.sage.aspx 4/10/20
NMI
-- BAYBERRY'BP7 ,UILDING COMPANY., INC. "'- CAPE 616D COOPERATIVE BANK 2�5lj O
' JACQUES.N. m6kIN•MARTHA M. MORIN YARMOUTH PORT.i1'•Pi 02675
1597;,fALMOUTH ROAD-SUITE 4' ' 53-7164121 13
-CENTERVILLE; MA 02632 - - - -
-.:' (508).775:8822
_ 3/28/2012.
_ PAY T6 THE Commonwealth of Massachusetts _ : w. �*
°' flROER OF 100.00
One Hundred and 00/100****« ,. .« # * « . « « ,► *R��., .., ..,.,►.*..,.,��►. ,►.��*, w»�, **�*►*,►.,►wx �« . '
DOLLARS
Commonwealth of Massachusetts • - -- -
--- " Department of Public Safety . .
One Ashburtdn Place, Room 1301 -
BostonNA 02108-1618
-r-� Mo Lic#.57770 renewal of construction supervisors lice
• - 1100 2 2 50010 : : 2 1 L 3 7 164 0: . 906000 18991i' �
i
D-19 5 4 12
20120406
0000130428
493 BOS-414376
C,
>011000138<
CR PAYEE ACCT
LACK END GTD
BANK OF AMERICA
Town of Barnstable
Regulatory Services
ELtRNST9AB $`' Thomas F. Geiler,Director
�p i639. A ye
r� 19 Building Di-
vision
Tom Perry,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-62.'
Property Owner Must
Complete and.Sign This Section
If Us'A Builder
I, ` k - 0 r l r ,as Owner of the subject property
hereby authorize to act on my behalf,
in all matters relative to work authorized by this building permit application for.
/3
(Address of Job)
aA4tQ-�L.Jlla LA'A- 0 /1
Signature of Owner Date
Print ame
If PropertyOwneris applying for permitplease complete the
Homeowners License Exemption.Form on the reverse side.
.Q:FORMS:O WNERPERMISSION
s
G�t�•�. pCC9 t .. David A Biwn=4 P.B.^
189Hw6orPbW Rd
CummaquK MA MV-0 61
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`QMR
�odLis t'" X oe-f M
Licensed to: Dan Braman, P.E.
. Job: Lexington 1, 1 car garage Steel Code: AISC 9th Ed. I
SPAN INFORMATION:
Beam Size (User Selected)- = W10X26 Fy = 36.0 ksi I
Total Beam Length (ft) = '18.00 '
Top Flange Braced By Decking
LOADS: Self Weight = 0. 026 k/ft
Point Loads (kips) : Flange Bracing
Dist DL Pre DL LL Top Bottom
9. 00 1.26 0. 00 2. 10 Yes Yes-
14 . 00 1.26 0. 00 2. 10 Yes Yes,
Line Loads (k/ft) .
Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2
0.00 18.00 -0. 142 • 0.•142 0:`000 0. 000 . 0. 378 0. 378
SHEAR: Max V (kips) 9.21 fv (ksi) 3. 43 Fv = 14:40
MOMENTS:
Span Cond Moment @ Lb Cb Tension Flange Comp F3.ange -
kip-ft ft ft fb Fb. fb i Fb
Center Max + 43. 9 9. 0 0. 0 1.00 18. 90 24 .00 • 18. 90 24 . 00
Controlling 43. 9 9.0 0. 0 1.00 18. 90 24.00 --- ---
I
REACTIONS (kips) : Left Right
DL reaction 2. 42 3. 12
Max + LL reaction 4 . 92 6. 09
Max + total reaction 7. 34 9.2'1
i
DEFLECTIONS:
Dead load (in) at 9. 18 ft = -0:198, L/D = 1092
Live load (in) at 9. 18 ft = -0. 385 L/D 561
Total load (in) at . .9. 18 ft 0. 583 L/D = 370
71,
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BC M779.5 Design Report-US 1 span(No cantilevers 10/12 slope Tuesday, November 27,2007 13:26
Build 91
i File Name: J Morin_Lexington1_1cg.BCC
Job Name: Lexington 11-Car Garage Description: FLOOR BEAM
Address: Specifier:
City,State,Zip: Hyannis, MA Designer: Joe Madera
Custorr er: Bayberry Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc:
i
2
3
1
1
16-03-08
B0,3-i/ " B1,3-1/2
LL 4236 bs LL 4236 Ibs
DL 2775 Ibs DL 2775 Ibs
i
Total Horizontal Product Length=16-03-08
Load Summary Live Dead Snow Wind Roof Live
Tag DeAcription Load Type Ref. Start End 100% 96% 115% 133% 1250/6 Trib.
1 Stindard Load Unf.Area•(psf)- Left 00-00-00 16-03-08 30 10 13-00-00
2 + Unf.Lin.(plf) Left 00-00-00 16-03-08 60 n/a
3 i Unf.Area(psf) Left 00-00-00 16-03-08 16 j 10 13-00-00
Load Disclosure
Controls Summary Value %Allowable Duration Case Soan Location Completeness and accuracy of input must
Pos.Moment 26971 ft-Ibs 61.9% 100% 1 1 -Internal be verified by anyone who would rely on
100% 1 4-Left output as evidence of suitability for
End Shear 5756 Ibs 41.2% 100
Total Load Defl. U375(0.507") 64.0% 1 1 particular application.Output here based
Live Lo d Defl. U620 0.306" 58.0% 1 1 properties
building n code-a analysis
m design
( ) properties and analysis methods.
Max Defl. 0.507" 50.7% 1 1 Installation of BOISE engineered wood
Span/ Depth 13.6 n/a 0 1 products must be in accordance with
current Installation Guide and applicable.
%Allow %Allow building codes.To obtain Installation Guide
Beafing Supports Dim (L x WM Value Support Member Material or ask questions,please call
BO I Post 3-1/2"x 3-1/2" 7011 Ibs n/a 76.3% Unspecified (888)234-00.56 before installation.
B1 Post 3-1/2"x 3-1/2" 7011 Ibs n/a 76.3% Unspecified BC CALCO,BC FRAMER® AJS-
ALUOIST V,BC RIM BOAkbM BCI9,
BOISE GLULAMII!,SiMPLErFRAMIWG
Cauticins SYSTEM®,VERSA-LAMA:VERSA-RIM
Membc r is not fully supported at post BO. A connector is required at this bearing. PLUS®,VERSA-RIMS
Column at Bearing BO analyzed for bearing only,column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are
Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Wood Products,
Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. L.L.C.
Noted
Design)meets Code minimum(Li240)Total load deflection criteria.
Design meets Code minimum(U360)Live load deflection criteria.
Design i meets arbitrary(1")Maximum load deflection criteria.
Connion Diagram -
L'b _d
a
c
e a o
I ,
a minOum=2" c=9"
b minirhum=3" d=12"
e minimum=3"
Nailing Ochedule applies to both sides of the member.
Member has no side loads.
Page orts pre.16d Common Nails
BC CALICO 9.5 Design Report-US _ -1 span No cantilevers 0/12 slope Tuesday, November 27,2007 13:26
Build 81
' File Name: J Morin_Lexington1_1cg.BCC
Job Name: Lexington 11-Car Garage Description: HEADER
Address: Specfiec
City,S te,Zip: Hyannis,MA Designer: Joe Madera
Custoer: Bayberry Building Company Company: Shepley Wood,Products
Code r,ports: ESR-1040 Mlsc:
T.,
man
i
3
1
k 08-07-00 i
B1,3-1/2"
BO,3-14" LL 1588 lbs
LL 1588 lbs DL 1971 lbs
DL 1971 jibs SL 1674 lbs
SL 1674lbs
Total Horizontal Product Length=08-07-00
Live Dead Snow Wind Roof Live
Load gummary ° 115% _133% 125% Trib.
Ta Descri 'on Load T 40 10
e Ref. Start End 1 9 1 06-06-00
1 S ndard Load Unf.Area(psf) Left 00-00-00 08-07-00 40
2 Unf. Lin.(plf) Left 00-00-00 08-07-00 80 n/a
Unf.Area(psi) Left 00-00-00 08-07-00 10 10 11-00-00
3 Unf.Area(psf) Left 00-00-00 08-07-00 15 30 13-00-00
4
Load Disclosure
Contrc is Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must
Pos. M ment 10062 ft-lbs 62.7% 115% 13 1 -Internal verified b Wince a who
for rely on
End Shear 3912 lbs 53.8% 115 fo 2 1 -Left particular application.Output here based
Total L ad Defl. U408(0.239") 58.8% 2 1 on building code-accepted design
Live Lo d Defl. L/654(0.1497 ' 55.0% 2 1 properties and analysis methods.
Max D fl. 0.239" 23.9% 2 1 Installation of BOISE engineered wood
Span/ Depth 10.3 n/a 0 1 products must be in accordance with
current Installation Guide and applicable
°k Allow %Allow building codes.To obtain Installation Guide
or ask questions,please call
Bearidg Supports Dim (L x 1M Value support Member Material (888)234 p056 before installation.
BO Post 3-1/2"x 3-1/2" 5233 lbs n/a 57.0% Unspecified
B1 ,Post 3-1/2"x 3-1/2" 5233 lbs, n/a 57.0% Unspecified BC CALCO,BC FRAMERS,AJST"'
ALLJOIST®,BC RIM, OARD^" BCIS,
BOISE GLULAM"° SIMPLE FRAMING
Cauti�ns SYSTEMS,VERSA-LAMS,VERSA-RIM
Colum ff at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS®,VERSA-RIMS,
ColuZ at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERB STTRarks f Boise Wood VERSA-TUDO are
tradeL.L.C.
Notes
D s gnj meets Code minimum(L/240)Total load deflection criteria:
Design meets Code minimum(L/360)Live load deflection criteria.
Design meets arbitrary(1")Maximum load deflection criteria. -
Conn ction Dia-gram
b �. _d
a e e
•� • '
a mini um=2" c=5-1/2"
b mini lum=3" d=12"
Membef has no side loads.
Connectors are:16d Common Nails
Page of 1
BC CALICO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Tuesday, November 27,2007 13:26
Build 91)
File Name: J Morin Lexington1_1cg.BCC
Job Narhe: Lexington 11-Car Garage Description:p GARAGE DOOR HEADER
Address:
City,SW e,Zip: Hyannis,MA Designer: Joe Madera
Customer: Bayberry Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc:
I
I
09-07 00
B1,3-1/2"
BO,3-1 LL 1773 lbs
LL 1773 lbs DL 1818 Ibs
DL 1818lbs SL 1869 lbs
SL 1869�bs
Total Horizontal Product Length=09-07-00
Load.Summary Live Dead Snow Wind Roof Live
Desiu lion Load Type Ref. Start Left 00-00-00 End 100% 90% 115% 133% 125% Trib.
Ta
2 St Indard Load Unf.Area(psf) 09-07-00 40 10 06-00-00
Unf.Area(psf) Left 00-00-00 09-07-00 10 10 11-0 -00
0 09-07-00 15 30 13-00-00
3 Unf.Area(psf) Left ,00-00-0
Load Disclosure
Span Location Completeness and accuracy of input must
controls Summary Value %Allowable Duration Case
1 -Internalanyone who would
Pos.Moment 11859 ft4bs 73.9% 115% 2 be putt as vidence rely on
of suitability for
End Sh'ar 4225 lbs 58.2% 115% 2 1 -Left particular application.Output here based
Total Load Defl. U308(0.355') 77.9% on building code-accepted design
Live Lo d Defl. U462(0.237") 77.9% 2 1' ' properties and analysis methods.
Max D3. 0.355" 35.5% 2 1 installation of BOISE engineered wood
Span/Depth 11.5 n/a 0 1 products must be in accordance with
current Installation Guide and applicable
. ( %Allow °!o Allow building codes.To obtain installation Guide
or ask questions,please call
Bean Supports Dim. L x Value Support Member Material (888)234-w66 before installation. -
BO Post 3-1/2"x 3-1/2" 5459 lbs n/a 59.4% Unspecified
B1 Post 3-1/2"x 3-1/2" : 5459 Ibs n/a 59.4% Unspecified BC CAS BBC RRAMME DBOARTM'S m,ALUOI ,
BOISE GLULAMTm SIMPLE FRAMING
Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM
Columo at Bearing BO analyzed for bearing only,column analysis has not been performed. PPLLRS STRAND VERSASTU�are
Colum at Bearing Bi analyzed for bearing only,column analysis has not been performed. trademarks of Boise Wood Products,
I L.L.C.
Notes;
Design meets Code minimum(L/240)Total load deflection criteria.
Designs meets Code minimum(U360)Live load deflection criteria.
Design meets arbitrary(1')Maximum load deflection criteria.
Connection Dia ram
Conne .
b i —d _,►
c
i
e •
a mini um=2" c=5-1/2"
b mini r}lum=3" d= 12"
Membe has no side loads.
Connectors are:16d Common Nails
Page of 9 ..
Double 1-314" x 11 718" VERSA-LAM® 2.0 3100 SP Roof BeamXRoo flRB011
BC C C®.5 Design Report-US '3 spans(Left&Right cantilevers 18.5/12 slope
Tuesday,NovbBuild 9
� File Name: J Morin Lexington) 1cg.BCC
Description:VALLEY(S)
Job Natne: Lexington.I-1-Car Garage• Specifier:
Address Designer: Joe Madera.
City,Stote,Zip: Hyannis,MA Company: Shepley Wood Products
Custo er. Bayberry Building Company , Misc:
Code ports: ESR-1040
s
6 12
-
-,tU3-06-00 r
01-00-00 B2,3=1J2"
DL 3170 lbs
DL 2$'941bs SL 4123 lbs
SL 3274 lbs
l Total Horizontal Product Length=1740-00
I Live Dead Snow Wind Roof Live
Load Summary End 100y° 90% 115°!0 133% 125% Tnb•
T Deicri on LoadT a Ref. Start 18-. 35. 01-00-00,
1 Standard Load Unf.Area(psf) Left 0.0-00-00 17-00-00 315 420 n/a
2 Trapezoidal(pif) Left 01-00-00 17-00-00 192 255 Na.
nla
3 Trapezoidal(pit) Left 01-00-00 17-00-00 130 170 nla
Load Disclosure
son Location _ Completeness and accuracy of input must
Controls Sununa Value %Allowable Duration Case anyone"who would rely on
15631 ft Ibs 63.9% = 115% 194 2-Internal be verified by ence
Pos.Moment o 196 3-Left output as evidence of-suitability for
Neg.Moment -3419 ft-lbs
14.2!0 115% 2-Right Pe�cular app►ication.Output hem based
Cont Shear 4508 lbs. 49.6% 115% 1.96 g on building code-armed d���'
.642% 194 2• properties and analysis methods.
Total Load Defl. U280(0.657'i' 194 2 installation of BOISE engineered wood
Live Lgad Defl. -U491 (0.375) 66.9% 194 3-Cantilever products must be in accorriance with
TotalD�g
.Defl. . -0.498" ° 194 2, current Installation Guide and applicable.
Max . 0.657" 65.7/o building codes.To obtain Installation Guid
Span!Depth 12.6 n/a 2 - or ask questions,please call -
I (888)23"56 before instaflation.
%Allow %Allow
Member Material BC CALC®,BC FRAMER® AJSm
Bean�00.
Su orts Dim. L x Value Su rt ° ALLJOIST®,BC RIM BOARDTM',BCIS,
5768 Ibs n/a 62:8� Unspecfied BOISE GLULAM?"" SIMPLE FRAMING
B1 sh 3-1/2"x 3-1 i2" n/a 79.4% Unspecified SYS.T'EM®,VERSA-LAMO,VERSA-RIM
B2 Iot 3-1/2"x 3-1l2" 7293 Ibs
PLUS®,VERSA-Rilsfl®,
Sid eland Cut Len th Sloe Facia De th ' Horiz.Len Product Len SA-S trademarks
►Ba o Products.-,,
Plumb Cut with:Hangern dbl.top plate 8.51.2 ' 141i2"rv: t7-00-00 21-06-06 L.L.C.
3
Cauti'ns
Colum at Bearing 62 analyzedor-bearing earing on only' column
column analysis has not been:performed.
Colu at Bearing B analyzed
DesiNdte � meets Code minimum(V180)Total load deflection criteria.
9 -
Design meets Code minimum(U240)Live load deflection criteria.
Design meets arbitrary(1 Maximum'load deflection criteria.
q
Double 1-3/4" x 11 7/8 .VERSA-LAM® 2.0 3100 SP Roof BeamlRoof1RB01
BC CA�CS 9.5 Design Report--US ' 3 spans Left&Right cantilevers 8.5112 slope Tuesday,.November 27,2007 13:26
Build 9
I'' . • - File Name: J Morin_Lexingtonl lcg.BCC
Job NaMe� Lexington•1'1-Car Garage• y Description:VALLEY(S)
Address: Specifier.
-City,State,Zip: Hyannis,MA Designer Joe Madera,
Customer. Bayberry Building Company Company: Shepley Wood Products
Coder ports' ESR-1040 Misc:
Conngcdon Diagram > Disclosure
:Completeness and accuracy of input must
r•-I b d be verified by anyone who would rely on
a output as evidence of suitability for
i • • particular application.Output here based
on building code-accepted design
i properties and analysis methods.
Installation of BOISE engineered wood
products must be in accordance.with
.-L • current Installation Guide and applicable
building codes.To obtain Installation Guide
i or ask questions,please call
a miniTum=2" c=7-7/8" (888)23443056 before installation:
b mini um=3" d= 12" BC CALCS,BC FRAMER®,AJSTM,
Membei has no side loads. ALLJOISTS,BC RIM BOARRTM BCI9,
Conne ors are:16d Common Nails BOISE GLULAMTM SIMPLE FRAMING
Sy$TEMS,VERSA tAMO,VERSA-RIM
PLUS®,VERSA-RIMO,
VERSA-STRAND®,VERSA-STUDO are
trademarks of Boise Wood Products,
L.L.C.
I
j
i
I1f `I
J
BC CAL'C®9.5 Design Report-US 2 spans(Right cantilever(0/12 slope Tuesday, November 27,2007 13:26
Build 911
j File Name: J Morin Lexington1 lcg.BCC
Job Na 'e: Lexington 11-Car Garage Description: RooflRB02
Addre:T Specifier:
City State,Zip: Hyannis,MA Designer: Joe Madera
Customer: Bayberry Building Company Company: Shepley Wood Products
Code reports: ESR-1040 Misc:
12
2
Y
12-10-00 P W-02-00
BO,3-1/2 81,3-V2"
DL 618 Ibs DL 796 Ibs
SL 2108 ibs. SL 2610 Ibs
j Total Horizontal Product Length=16400-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125°/6 Trib.
1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 15 35 01-00-00
2 I Trapezoidal(ptf) Left 00-00-00 90 345 n/a
16-00-00 45 173 n/a
Load
ure
Contr�ls Summary Value %Allowable Duration Case Span Location Complexness and accuracy of input must
Pos. Moment 7398 ft-Ibs 60.5% 115% 193 1 -Internal be verified by anyone who would rely on
Neg.Moment -1445 ft Ibs 13.1% 115% 3 2-Left output as evidence of suitability for
End Sh ar 2108 lbs 46.4% 115% 193 1 -Left particular application.Output here based
Cont.S ear 2102 Ibs 46.3% 115% 195 1 -Right on building and
code-acceptedlyssm design
Total L ad Defl. U357 0.423 50.4% 193 1 properties and analysis methods.
( '� Installation of BOISE engineered wood:
Live Lo id Defl. U461 (0.328') 52.0% 193 1 products must be in accordance with'.
Total N g. Defl -0.298" 39.8% 193 2-Cantilever current installation Guide and applicable
Max Ddfl. 0.423" 42.3% 193 1 building codes.To obtain Installation Guide
Span/Depth 12.7 n/a 0 1 or ask questions,please call
(888)234-0056 before installation.
%Allow %Allow BC CALC®,BC FRAMER®,AJS-
Bearir� Su offs Dim.(Lxffl Value Support Member Material ALUOIST40,BC RIM BOARD-,BCIS,
BO Post 3-1/2"x'1-3/4" 2726 Ibs n/a 59.3% Unspecified 901SE GLULAMTm,SIMPLE FRAMING
B1 Post 3-1/2"x 1-3/4" 3405 Ibs n/a 74.1% Unspedfied SYSTEM®,VERSA-LAMS,,.VERSA;UM
PLUS®,VERSA-RIM®,
VERSA-STRAND®,VERSA-STUDS are
Cauti ns trademarks of Boise Wood Products,
Colum at Bearing BO analyzed for bearing only,column analysis has not been performed. L.L.C.
Colum at Bearing B1 analyzed for bearing only,column analysis has not been performed.
For rocf members with slope(1/4)/12 or less final design must ensure that ponding instability
will not occur.
For roof members with slope(112)/12 or less final design must account for Rain-on-Snow
surcha-ge load.
Notes
Design:meets Code minimum(U180)Total load deflection criteria.
Design meets Code minimum(U240)Live load deflection criteria. ,
Design meets arbitrary(1')Maximum load deflection criteria. .
Memb r Slope=0,consider drainage.
j
Page of 1
i
m. W
1
12
j -
I
Pi
i
ar
P T
N'
15-1 15/4 r. .
tu
0" AOO
s
12
2•-0•
. � p
REScheck Software Version 4.4.3
Compliance Certificate
Project Title: BAYBERRY BLDRS
Energy Code: 20091ECC
Location: , Hyannis,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 15%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
LOT29 38 SETTLERS LN
HYANNIS,MA
Compliance:Passes using UA trade-off
Compliance:2.0%Better Than Code Maximum UA:343 Your UA:336
The%Better or Worse Than Cade Index reflects how close to compliance the house is based an code tradeoff rules.
It OOES MOT provide an estimate of energy use or cost relative to a minimum code home.
Gross
Assembly Area or R-Value R-Value or Door
Perimeter U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 1110 38.0 0.0 33
Ceiling 2:Cathedral Ceiling 220 30.0 0.0 7
Wall 1:Wood Frame,16•o.c. 2470 19.0 0.0 125
Window 1:Wood Frame:Doubie Pane 328 0.320 105
Door 1:Solid 21 0.250 5
Door2:Glass 36 0.320 12
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1470 30.0 0.0 49
Compliance Statement: The proposed building design descri here is consistent with the building plans,specffications,and other
calculations submitted with the permit application.The propos uilding has been designed to meet the 20091ECC requirements in
REScheck Varsion d to comply with the mandatory requ ments listed in the REScheck Inspection Checklist.
IV
i v Z
Name-Title S' ature D t
Project Title: BAYBERRY BLDRS Report date:04/16/12
Data filename:Untitled.rck Page 1 of 4 -
REScheck Software Version 4.4.3
Inspection Checklist
CNJ(
Energy Code: 2009 IECC
Location: Hyannis,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 15%
Heating Degree Days: 6137 ,
Climate Zone: 5
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation -
Comments:
❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑Wall 1:Wood Frame,16"o,c.,R-19.0 cavity insulation
Comments:
Windows:
❑Window 1:Wood Frame:Double Pane,U-factor.0.320
For windows without labeled U-factors,describe features:
Vanes Frame Type Thermal Break?_Yes_No
Comments:
Doors:
❑ Door 1:Solid,U-factor.0.250
Comments:
❑ Door 2:Glass,U-factor:0.320
Comments:
Floors:
❑ Floor 1:All-Wood JoisUTruss:Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Floor Insulation Is installed in permanent contact with the underside of the subfloor decking.
Air Leakage:
❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
Air barrier and sealing exists on common walls between dwelling units.on exterior wails behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights In the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill Insulation exists,a baffle or retainer is installed
to maintain insulation application.
Lj Wood-buming fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Air Sealing and Insulation:
❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7
ACH at 50 pascals OR 2)the following items have been satisfied:
Project Tide:BAYBERRY BLDRS Report date:04/16/12
Data filename:Untitled.rck Page 2 of 4
I
(a)Air barriers and thermal barrier:installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
u
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Abovelrade walls:Insulation is Installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation, .
(e)Plumbing and wiring:Insulation Is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(i7 Comers,headers,narrow framing cavities,and dm joists are insulated.
(9)Shower/bib on exterior wall:Insulation exists between showers/tubs and exterior wall., +
Sunrooms:
0 Sunrooms that are thermally Isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
['] Materials and equipment are installed in accordance with the manufacturer's installation Instructions.
Materials and equipment are identified so that compliance can be determined.
0 . Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Insulation R-vatues and glazing U-factors are dearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
Insulated to at least R-6.
Duct Construction and Testing:
® Building framing cavities are not used as supply ducts.
0 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means .
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or
UL 181 B and are labeled according to the duct construction.Metal dud connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa).
Dud tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 117.6 d1m(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(Including air handler enclosure):Less than or equal to 176.4 cfm(12 cfm per 100 ft2 of
conditioned floor area).-
(3)Rough-in total leakage test with air handler installed:Less than or equal to 88.2 cfm(6 crm per 100 ft2 of conditioned floor area).
(4)Rough-in total leakage test without air handler installed:Less than or equal to 58.8 cfm(4 cfm per 100 ft2 of conditioned floor area).
Temperature Controls:
0 Where the primary heating system Is a forced air-furnace,at least one programmable thermostat is installed to control the primary
heating system and has set-points initialized at 70 degree F.for the heating cycle and 78 degree F for the cooling cycle.
0 Heat pumps having supplementary eledric-resistance heat have controls that prevent supplemental heat operation when the
compressor can meet the heating load,
Heating and Cooling Equipment Sizing:
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Pleating(Sections 503 and 504). ,
Circulating Service Not Water Systems: ,
Circulating service hot water pipes are Insulated to R-2.
0 Circulating service hot water systems include an automatic or accessible manual switch to turn off_ the,dreulating pump when the
system Is not In use.
Project Title: BAYBERRY BLDRS Report date:04/16/12
Data filename:Untitled.rck Page 3 of 4
Heating and Cooling Piping Insulation:
O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are Insulated to R-3.
Swimming Pools: -
Lj Heated swimming pools have an onloff heater switch.
Pool heaters operating on natural gas or LPG have an electronic pilot light.
Ll Timer switches on pool heaters and pumps are present
Exceptions:
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
D Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
® A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<=15
(d)50 lumens per watt for lamp wattage>15 and<=40
(a)60 lumens per.watt for lamp wattage>40•
Other Requirements:
rJ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation Is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's').
Certificate:
A permanent certificate Is provided on or in the electrical distribution panel listing the predominant insulation R-values;window
U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility
of the circuit directory label,service disconnect label or other required labels.
NOTES TO FIELD.(Building Department Use Only)
Project Title:BAYBERRY BLDRS Report date:04/16/12
Data filename:Untfled.rck Page 4 of 4
�- ASSESSOR'S MAP 272 PARCEL 225
LEGEND NOT ALL SYMBOLS
ARE UTILIZED. Lu ZONING SUMMARY
/
O SEWER MANHOLE ^_f c'� ZONING DISTRICT: RC-1
FIRE HYDRANT O w` !I
�\ c MIN. LOT SIZE 43,560 S.F.
Mai
MIN. LOT FRONTAGE 125'
WATER GATE VALVE 1 _ \ MIN. LOT WIDTH —
co
CATCH BASIN a sICIV / i¢°' ���� ' MIN. FRONT SETBACK 30'
_ 13g 13' MIN. SIDE SETBACK 15
[553 — PROPOSED CONTOUR --�_S oy, - MIN. REAR SETBACK 15'
uj
+65.50
! / INV.: 64.66 PROPOSED _
SIGN lr-� r!S"�gSEWER HOUSE #138• DES 1 ZONING DISTRICT: PI - AHD
;s 1 +65.35 272 PCL 225 a s4.o / MIN. LOT SIZE 10,000 S.F.
TH1 B Y T.O.FND. 68.5
TEST HOLE '
MIN. LOT FRONTAGE 50' (20' CUL DE SAC)
50.0, 1 MIN. LOT WIDTH 65'
CLEANOUT Lu / ! / MIN. FRONT SETBACK 15'
g /i�ti
"ISTING CO
GARA( MIN. SIDE SETBACK 10°
CONTOUR
�a 1 MIN. REAR SETBACK 20'
DRAINAGE EASEMENT
66.5 PROPOSED SPOT GRADE I / _ I SITE IS LOCATED WITHIN THE GROUNDWATER
Lot / 29
PROTECTION OVERLAY DISTRICT
APPROX. TREE LINE
+ 50.12 EXIST. SPOT GRADE — _ Area=10�006t SF
�- - —Or FLOOD ZONE: C
(FEMA FIRM PANEL# 250001 0005C) 9-19-85
0.23f Acres ,
LEACHING PIT 13$04r,
6'X14' EFF. DIA. PITS ° REFERENCE:
PB 610 PG 94
—s—s—s—s— SEINER LINE � -j SIT
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JIMAN
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C� PREPARED FOR:
— = — U.G. ELECTRIC
ANTIQUE STYE POST LIGHT BAYBERRY BUILDING
LOCATION LOT 29 #138 SETTLERS LANE
t SCALE 1" 20' DATE 4-13-2012
I � SHEET 1 OF 2
C DA141E DtUNlEL 'Yu, off 508-362-4541
A fox 508 362-98W
OJALA In
a{ 0 °ooP down .cope en gin e erin g, Inc.
. 'des aq / C/WL ENGINEERS
Scale: l"—— 20 + u s /� a LAND SURVEYORS
DANIEL A. OJALA P.L.S. P.E. DATE,
939 Main Street - YARMOUTHPORT, MASS.
0 10 20 30 40 50 FEET
JOB # 00-018 _00-018 DEFIN & SEWER 40A + 408.DWG
ti
GENERAL NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PLASTIC COVER
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING THREADED CAP TO LAWN/MULCH
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE TO GRADE GRADE
- IN MULCH
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT 68.6
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP.
2. ALL CONSTRUCTION MATERIALS COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE
PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w 4
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD Z CC
w
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER
ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, o
BARNSTABLE HEALTH REGULATIONS. AND
BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z
8"X6" WYE INTO MAIN
3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 54.66
CONTRACTOR TO V.I.F.
4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 2% TO STUB AVAILABLE
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. PRIOR TO ANY PLUMBING WORK.
RAISE IF REQUIRED.
6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY
KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. --2.0%
7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC
8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB Y
9. SEWER PIPING 8"4SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.).
LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 27 WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2 MIN.
FROM LOT LINE TO HOUSE
-
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE
DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.)
(24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL
11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES
12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC.
SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE:
13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS.
14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED.
15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES.
16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. ISI j
18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED
OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS.
SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY
TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE
ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR:
OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) BAYBERRY
LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION H�A E �1 v
BUIJL IDDI G
H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG
VALVE BOX TO SLEEVE TO ALLOW MOVEMENT
GRADE AT EA. END. LOCATION : LOT 29 #138 SETTLERS LANE
POURED CONCRETE DONUT
1.5 CU.Fr.f SCALE 1 " = 20' DATE : 4-13-2012
J�K OF', SHEET 2 OF 2
4.0"0SCH40 PVC DAio11.1=LX
t' OJALA x off 508-362— 880
Cr r+ tax 508 362-9880
CNIL
4"PVC AT 2% MIN. SERVICES ' " <+No.46602
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�� ` _ down cape en gin eerin g, inc.
CLEANOUT DETAIL Ss$j . Cl uiL ENGINEERS
H-20 FOR USE IN PAVED AREAS I LAND SURVEYORS
UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Mcin Street - YARMOUTHPORT, MASS.
JOB # 00-018 _00-018 DEINGN & SEWER 40A + 40B.DWG
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