HomeMy WebLinkAbout0351 PHEASANT HILL CIRCLE ���i ���s�� / Ci�c
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Town of Barnstable
Building Department - 200 Main Street
ELARNST"LE, * Hyannis, MA 02601
9�A 1639. .+� (508) 862-4038
Certificate of Occupancy
Application Number: 201102083 CO Number: 20110135
Parcel ID: 002002048 _ CO Issue Date: 08123/11
Location: 351 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT
Proposed Use: DEVELOPABLE LAND
Village: COTUIT
Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO
CERTIFICATE OF OCCUPANCY RES
Comments:
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Building Department Signature Date Signed
1
�IKEA TOWN OF BARNSTABL.E Building
Application Ref: 201102083 BARN"ABLE, Issue Date: 04/29/11 P e it
9 MASS
1639.
1 3�A�� Applicant: Permit Number: B 20110838
Proposed Use: DEVELOPABLE LAND Expiration Date: 10/27/11
Location 351 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 002002048 Permit Fee$ 1,198.50 Contractor BAYSIDE BUILDING,INC
Village COTUIT App Fee$ 100.00 License Num 005645
Est Construction Cost$ 235,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
TO CONSTRUCT A SINGLE FAMILY 3 BEDROOM. 2 1/2 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL
CAPE WITH AN ATTATCHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: PO BOX 95 INSPECTION HAS BEEN MADE.
CENTERVILLE, MA 02632
Application Entered by: RM Building Permit Issued By '
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY+STREET;ALLY OR SMEWALK.OR.ANY,Y,PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.
ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY�THE JURISDICTION.
STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION ORPUBLIC SEWERS MAY BE 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 FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION 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).
$;rs.
1
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS.
1 (jfOA oc Y s-9 ,e 01C44—
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3 1 Heating
�f 7 Inspection Approvals Engin ering Dept
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Fire Dept (' 2 -,�ryA� ''G S Board of Health
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION aQ I l G 2a�
Map Parcel I'�®0�• ® Application
Health Division Date Issued , ZQ,
Conservation Division .: ::Application F
Planning Dept. Permit Fee,
Date Definitive Plan Approved by Planning Board
Historic - OKH Preservation/Hyannis
Project Street'Address 351 ����5,9,v�• H141- O/,efJ-R'
Village TV l T
Owner C01-61T E01117 LL Address 040C g�_ CF_AM . ✓14-t-15
Telephone SAD '7 7/7
Permit Request 19�W14Y 3 ._L?�F D,eaaI4 d 2
P,f}?tf L'ft!✓� 4JL761 PI Ll i7�,b cA CA4 dt4,PA-ae.
Square feet: 1 st floor: existing proposed i39� 2nd floor: existing proposed y Total news y�
Zoning District Flood Plain G Groundwater Overlay
Project ValuationoZ0 Construction Type V®QZ 1926A
Lot Size' ��� 9 Grandfathered: ❑Yes 9lo If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure i�/' (� Historic House: ❑Yes &rlqo On Old King's Highway: ❑Yes ®-Po
Basement Type: qkfull ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)_? 13?0
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 ?
Heat Type and Fuel: was ❑Oil ❑ Electric ❑ Other -•
Central Air: U/Yes ❑ No Fireplaces: Existing New Existing wood/coal stove ❑Yes Flo
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 Q1r o If yes, site plan review#
Current Use V140!,A1)r LD 7- Proposed Used I .�/� `�✓/'� �Ib�tL.y
APPLICANT INFORMATION
"� -- - (BUILDER OR HOMEOWNER)
Name Telephone Number 771 - 1 t�lO
Address License# oe,50
Home Improvement Contractor#
Worker's Compensation # 140C-' 0073 "o-A)
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOJnAtull &L4W
SIGNATURE,--' DATE
5
FOR OFFICIAL USE ONLY
APPLICATION#
z e DA I-E,ISSUED- ;F 1E =?
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, MAP=/PARCEL NO.;
F
ADDRESS:. VILLAGE
OWNER
a f t
DATE OF INSPECTION:
r
.'kFOUNDATION 711
„
{ FRAME � ®IF�� ,
"KIN
SULATION
FIREPLACE
4
ELECTRICAL: ROUGH FINAL
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`M PLUMBING: ROUGH FINAL
" GAS A .r" a ROUGH 6_*r-,, FINAL
ASSOCIATION PLAN NO.r
' The Commonwealth of Massachusetts
.Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02111'
www.mass.gov/dia '
Workers"Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
_Applicant Information .Please Print Legibly
Name(Business/Organization/ludividual): v�' 7`5�� ��G��/ l� 1A16,
'AddXeSS:
r •
� �/" l/ yLLB �City/State/Zip Phone.#:
Are you an employer? Check the appropriate box: :Type of project(required):.
1:❑ I am a employer with 4. I am a general con.tractor and I
6. ❑New construction .
'employees(full and/or part-time).*• have hired the sub=contractors
2;❑ I am a'sole proprietor or partner- listed on the'attached sheet. 7. Remodeling
ship and have no employees These sub-contractors have g, EJ Demolition
'working for me in any capacity, employees and have workers' r 9. Building addition
[No workers' comp,insurance comp. insurance '
required.) 5. ❑ We area corporation and its 10.❑•Electrical repairs or additions
3.❑ I am a homeowner.doing all work . officers have exercised their 11.❑Plumbing repairs or additions '
myself:[No workers'comp. right of exemption per MGL 12,[]Roof repairs
insurance.required.]t c: 152, §1(4), and we have no .
employees. [No workers' . 13.❑ Other
comp, insurance required.]
*My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such,
tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees, If the sub-contractors have employees,they must providb their workers'comp.policy number.
I qt i an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site'
information.
Insurance Company Name: tIe4.-b 14 /AI S Ue1AZE CO,
U / I
Policy#or Self-ins.Lic.#: WC� Q 0 2� y0 Exp� / i ration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page'(showing the policy,number and expiration date).
Failure•to secure coverage as required under Section 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine
of up to$250.00 a day against the violator, Be.advised that a copy of this stateme&maybe forwarded to the-Office of
Investigations of the WA for insurance coverage verification '
I do hereby certify un er th _ penalties of perjury tltat the information provided above Is true and correct.
Si afore: Date VL2- —
Phone#' ' 9 r?l l OVQ '
Official use only. Do not wrlte in this area, to be completed by city or town official
City or Town: ' Permit[License#
Issuing Authority(circle one):
1.Board of Health 2,Building Department 3. City/Town Clerk 4,Electrical Inspector 5,Plumbing Inspector
6, Other
Contact Person: Phone#:
'�~of 1HF>'p��
Town. of Barnstable.
Regulatory Services
v$�MSS '� Thomas F. Geiler,Director
Building Division
Tom perry, Building Commissioner
200 Main Street, Hyannis,MA 02661
v -w-town.barnstable.ma.us
Office: 508-862-403 8 Fax: 502-790-6230
Prop e 7rty Owner Must
Complete and Sign This Section
If Using ABuilder
as Owner of the subject property
hereby authorize �s `1S l��J lL�/r7lp' , /it/e to act on my behalf,
in all matters relative to.work authorized by this building permit application'for; .
35l H1tL e l,-c Cp7v lr /r)A
(Address of Job)
Signature of Owner Date
Print Name
QTOP MS:OWNERPERMISSIGN
All Cape Garage Door. 06/01/04 10/07/11 06/01/04 04/01/12
Aluminum Products of Cape 08/15/04 044/15/1 008/15/04 04/15/12
Anthony Averinos 07/20/04 03/O1/12 . 07/25/04 03/01/12
Cape Cod Marble & Granite 07/01/05 07/01/11 08/16/05 04/16/12
Cape Concrete Forms 06/05/07 09/29/11 12/07/07 03/01/12
- Carpet Barn Inc 01/01/06 05/01/11 0110.1105 01/01/12
Casella Waste Management 04/30/08. 04/01/12 05/01/08 04/01/12
Chaves Robert 08/13/04 08/13/11 12/17/11 12/17/11
Christopher Costa, Inc. 01/22/08 08/27/11 02/06/12 -02/06/12
I
Cornerstone dba Tony Arede 03/10/06 10/22/10 02/O1/11 02/01/12
• Coy's Brook, Inc 04/24/04 .. 04/2411.1 09/21/04-. 10/01/11
Davids Building & Remodel 01/01/07 01/01/12 06/14/04 03/01/12
D.P. Fuccillo Construction Inca 10/20/06 10/20/11 10/20/08 10/23/11
Govoni Land'Services 05/31/04 03/01/12 07/04/04 03/01/12 '
Hill Construction. 04/29/07 04/29/11 08/14/04 08/14/11
Kitchen Appliance Mart 08/12/04 08/12/11 01/01/05 01/10/12
MAP Insulation 10/01/07 10/01/11 10/01/07 10/01/11
Meagher Bros. Construction(DECKS) 04/25/09 03/24/11 11/09/08 03/10/12
Meagher Construction(ROOFER)_ 06/19/04 04/01/12 06/23/04 04/01/12
Morse's Masonry 03/10/07 - 03/10/11 10/11/08 10/11/11
EReed, Mef 07/21/04' 04/01/12 07/21/04 2ohnson- SMJ Carpentry 04/25/04. 10/26/11 04/25/04 10/26/11
Whiteley, W. Vernon 10/01/04. '10/01/1 T 10/03/04 10/O1/11 K�loor Specialists 02/03/0$_ 02/03/11 02/03/08 02/03/12
M
!.!q}.i ail oa P'Imrno—z Re,, Oa$S€9alS and Stand-m-d
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EPIAN T DACES
PO BOX 95
CENTERVIL(E', MA 02632
'fir=: 29209
Restricted to: 00
GO- Unrestricted
I -1 2 Family Homes
Failure t0 possess a current edition of the
Massachusetts State Building Code
is cause for revocation of this license,.
Refer to: WWW.Mass.Gov/,DPS
f
AWC Guide'to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(786 CMR 5301.2.1.1)1
THE OSPREY MODEL COTUIT MEADOWS Q Check
Compliance
1.1 SCOPE
Wind 3-sec. ust Speed P ( gust)..........................................................................•...:......................................110 mph Q
WindExposure Category.........,.............................. ....:...................:..:...........................................................B Q
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories :5 2 stories Q
RoofPitch .......................................................:...................(Fig 2) .......................................::.........12<_ 12:12 Q
MeanRoof Height ............................................... ..................(Fig 2)... ......... ,........ ..................16 ft,:5 33' Q
BuildingWidth,W ..............................................................(Fig 3)............... ......... ................ 44 ft <_80' Q
Building Length, L ..............................................................(Fig 3) ..................................................56 ft <_80' Q
Building Aspect Ratio(L/W) ......... ......... .........:.........(Fig 4).......:........................................1.5• <3:1 Q
Nominal Height of Tallest Opening2 ..........................................(Fig 4)..............:..................................6,-8'.'s 6,8„ Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)..............................................:................. Q
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5464.1
Concrete..............................:.......................................................................
.......:.:..;.....:....:. Q
ConcreteMasonry .........................................::............,........................................................
2.2 ANCHORAGE TO FOUNDATION'.3
5/8"Anchor Bolts imbedded or 5/W Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general ......................:........::. ........(Table 4)................................................... 38 in: Q
Bolt Spacing from endfjoint of plate ........::.................7(Fig 5)........................................12 in..<_6"=12" Q
Bolt Embedment—concrete........................................(Fig 5)...................................................7 in.>7" Q
Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_ 15" N/A
Plate Washer....................................I.................,:.......(Fig 5) .............................................. 3"x. 3"x'/V Q
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q
Maximum Floor Opening Dimension...................................(Fig 6)...................................................12 ft 5 12' Q
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7) .................................................... ft <_d N/A
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)......._...............................:..........._ft <_d N/A
Floor Bracing at Endwalls...............:...................................(Fig 9)...........:...:................................................... Q
Floor Sheathing Type ............:...........................................(per 780 CMR Chapter 55).................................... Q
Floor Sheathing Thickness ......:.........................................(per 780 CMR Chapter 55)..........................314 in. Q
Floor Sheathing Fastening:.................................................(Table 2)............8 d nails at 6 in edge/12 in field Q
4.1 WALLS
Wall Height
Loadbearing walls.......:................................................(Fig 10 and Table 5).................................8.ft <_ 10' Q
Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q
Wall Stud Spacing .......:.......:.............::..:..:..........,...:....(Fig 10 and Table 5).....................24 in.<_24"o.c. Q
Wall Story Offsets ............................................_ ...........(Figs 7&8)..........................................._ft sd :. N/A
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone'
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls.......................:................................(Table 5)..........................................2x6-8 ft 0 in. Q
Non-Loadbearing walls................................................(Table 5)..._....................................2x6-18 ft 0 in. Q
Gable End Wall Bracing
Full Height Endwall Studs............................................(Fig 10).................................................................. Q
WSP Attic Floor Length...............................................(Fig 11).........:.................................... ft>_W/3 N/A
Gypsum Ceiling Length(if WSP not used)..................(Fig 11).........................:....................26 ft>_0.9W Q
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... N/A
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q
Double Top Plate
Splice Length ........................ ....:.........................(Fig 13 and Table 6).........................................8 ft Q
Splice Connection(no.of 16d common nails).............(Table 6)..............................................................6 Q
Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(Tables 7).............................................................2 Q
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(Table 8)..._.........................................*..........:..:..3 Q
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans ........................................................(Table 9)..........................................6 ft 0 in.s 11' Q
Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11' Q
Full Height Studs (no.of studs)................................... able 9(T )..............................................................3 Q
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans.............................................................(Table 9).................c........................9 ft 0 in.<_12' Q
Sill Plate Spans...........................................................(Table 9).............................:....—ft—in.<_12" N/A
Full Height Studs(no.of studs)...................................(Table 9)..........................
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W",
Nominal Height of Tallest Opening2 .........................................................................6'.8%.6'8" Q
Sheathing Type.............................................(note 4)...................................................I.........WSP Q
Edge Nail Spacing.........................................(Table 10 or note 4 if less).............................3 in. Q
Field Nail Spacing.....................7....................(Table 10)......:.................................>............12 in. Q
Shear Connection(no.of 16d common nails)(Table 10).................... p�
Percent Full-Height Sheathin able 10 .......................................................59%
5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Q
Maximum Building Dimension, L '
Nominal Height of Tallest Opening?.....................................................................6'-8"<_68" Q
Sheathing Type.............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q
Field Nail Spacing.........................................(Table 11).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 11)............................................................4 p� Q
Percent Full-Height Sheathing.......................(Table 11)........................................................31%0
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A
Wall Cladding
Rated for Wind Speed?...............:......................:.........:....................... .. Q......................................................
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q
Roof Overhang ..................................:................(Figure,19)...............2/3 ft<_smaller of 2'or U3. Q
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift_............................:................(Table 12)....:,....................................:... U=236 plf Q
Lateral.............................................(Table 12)..:............................................L=176 plf Q
Shear......:. .....................................(Table 12).................... ...........................S=77 plf Q
Ridge Strap Connections,if collar ties not used per page 21... (Table 13).........::....:...............T= plf N/A
Gable Rake Outlooker.........................................(Figure 20).............-ft<_smaller of 2'or U2 N/A
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors ,
Uplift................................................(Table 14)............................................U=' lb. N/A
Lateral(no.of 16d common nails)...(Table 14)....................a...................L= lb. N/A
Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q
Roof Sheathing Thickness............................................ ...............................................5/8 in.z 7/16°WSP Q =
Roof Sheathing Fastening....................................:......(Table 2)............................................................8d Q
THE OSPREY MODEL COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE THE
FOLLOWING NOTE APPLIES:
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Corner Stud Hold Downs per Figure 18a and Figure 18b
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing.
requirements shown in Tables 10 and 11:
3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.
4.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction, panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction,upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d
staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment
f
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Cheeklist for Compliance (780 CMR 5301.2.1.1)1
4 •
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NAILSPACING �i
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See Detail on Next Page
Vertical and Horizontal Mailing
for Panel Attachment
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (7so CMx 5301.2.1.1)1
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FRAUAING MEMBERS ,
EDGE RdTERMF.DIAT£ ��1 �;
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STAGGERED 3"MMd
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PALE_EDGE DOUWA NAIL EDGE SPAMG DETAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
REScheck Software Version 4.4.1
Compliance Certificate
Project Title: THE OSPREY MODEL
Energy Code: 2009 IECC
Location: Barnstable,Massachusetts
Construction Type: Single Family
Building Orientation: Bldg.faces 180 deg.from North
Glazing Area Percentage: 9%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
COTUIT MEADOWS BAYSIDE BUILDING,INC.
s .m x
Compliance:9.3%Better Than Code Maximum UA:353 Your UA:320
The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
TOTAL CEILING:Flat Ceiling or Scissor Truss 1345 38.0 1.0 39
Skylight 1:Wood Frame:Double Pane 12 0.340 41
SHGC:0.31
FRONT WALL:Wood Frame,24"o.c. 1264 21.0 1.0 60
Orientation:Front
WINDOWS:Wood Frame:Double Pane with Low-E 63 0.310 20.
SHGC:0.31
Orientation:Front
Door 1:Solid 21 0.280 6
Orientation:Front
Door 2:Solid .21 0.280 6 ,
Orientation:Front
REAR WALL:Wood Frame,24"D.C. 732 21.0 1.0 30
Orientation:Back
WINDOWS:Wood Frame:Double Pane with Low-E 108 0.310 33
SHGC:0.31
Orientation:Back
SLIDER:Glass 42 0.310 13
SHGC:0.31
Orientation:Back
RIGHT WALL:Wood Frame,24"o.c. 546 21.0 1.0 27
Orientation:Right Side
WINDOWS:Wood Frame:Double Pane with Low-E 31 0.310 10
SHGC:0.31
Orientation:Right Side
LEFT WALL:Wood Frame,24"o.c. 490 21.0 1.0 24
Orientation:Left Side
Window 4:Wood Frame:Double Pane with Low-E 20 0.310 6
SHGC:0.31
Orientation:Left Side
Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 1345 _ 30.10 1.0 42
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 2009 IECC requirements in
REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Project Title:THE OSPREY MODEL Report date:04/18/11
Data filename:C:\Program.Files\Check\REScheck\THE OSPREY.rck Page 1 of 6
Name Tide Signature Date
I,
Project Title:THE OSPREY MODEL Report date: 04/18/11
Data filename:C:\Program Files\Check\REScheck\THE OSPREY.rck Page 2 of 6
REScheck Software Version 4.4.1
Oh Inspection Checklist
Ceilings:
❑ TOTAL CEILING:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-1.0 continuous insulation
Comments:
Above-Grade Walls:
❑ FRONT WALL:Wood Frame,24"o.c.,R-21.0 cavity+R-1.0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
❑ REAR WALL:Wood Frame,24"o.c.,R-21.0 cavity+R-1.0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
❑ RIGHT WALL:Wood Frame,24"o.c.,R-21.0 cavity+R-1.0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
❑ LEFT WALL:Wood Frame,24"o.c.,R-21.0 cavity+R-1.0 continuous insulation
Continuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.
Comments:
Windows:
❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor;0.310
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor:0.310
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break?- Yes No
Comments:
❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor;.0.310
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Skylights:.
LJ Skylight 1:Wood Frame:Double Pane,U-factor:0.340
#Panes - Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor:0.280
Comments:
❑ Door 2:Solid,U-factor:0.280
Comments:
Project Title:THE OSPREY MODEL Report date: 04/18/11
Data filename: C:\Program Files\Check\REScheck\THE OSPREY.rck Page 3 of 6
❑ SLIDER:Glass,U-factor:0.310
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity+R-1.0 continuous 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 walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
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 33.5 psf OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation:
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring.
(f) Corners,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
Sunrooms:
❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration 0-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroorn from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation::
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications.
Duct Insulation:
❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
Building framing cavities are not used as supply ducts.
❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Project Title: THE OSPREY MODEL Report date: 04/18/11
Data filename: CAProgram Files\Check\REScheck\THE OSPREY.rck Page 4 of 6
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 107.6 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 161.4 cfm(12 cfm per 100 ft2 of
conditioned floor area)pressure differential of 0.1 inches w.g.
(3)Rough-in total leakage test with air handler installed:Less than or equal to 80.7 cfm(6 cfm per 100 ft2 of conditioned floor area)
when tested at a pressure differential of 0.1 inches w.g.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 53.8 cfm(4 cfm per 100 f:2 of conditioned floor area).
Temperature Controls:
Lj 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.
Heating and Cooling Equipment Sizing:
Lj Additional requirements for equipment sizing are included by an inspection for compliance with the Inte'mational Residential Code.
❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2
Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the Circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
Lj Heated swimming pools have an on/off heater switch.
❑ Pool heaters operating on natural gas or LPG have an electronic pilot light.
❑ Timer switches on pool heaters and pumps are present.
Exceptions: w
Where public health standards require continuous pump operation.
Where pumps operate within solar-and/or waste-heat-recovery systems.
❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. '
Lighting Requirements:
A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<_15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
Snow-and ice-melting systems with energy supplied from the service to.a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requiremenf'c').
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:THE OSPREY MODEL Report date: 04/18/11
Data filename:C:\Program Files\Check\REScheck\THE OSPREY.rck Page 5 of 6
4
Project Title:THE OSPREY MODEL Report date: 04/18/11
Project P
Data filename: C:\Program Files\Check\REScheck\THE OSPREY.rck Page 6 of 6
2009 CC Energy
Efficiency Certificate
MOM�a-
Ceiling/Roof 39.00
Wall 22.00
Floor I Foundation 31.00
Ductwork(unconditioned spaces):
Window 0.31 0.31
Skylight 0.34 0.31
Door 0.31 0.31
'oo :i° Coo e • o s -'a -
Heating System:
Cooling System:
Water Heater:
Name: .. . . Date:
Comments
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TempParcelEdit Page 1 of 1
Ana 3P N
1 Etas.., x a n
Logged In As: Wednesday,January 16 2008
Frank Schlegel New Parc
Application Center Road System Reports Road System
The record has been added.
New-Parcel Detail
New Mapparcel: 002 002 048
Street Number: 351 Unit: Dev Lot LOT 48 1
Road Name: PHEASANT HILL CIRCLE T/R
Sec. Road: T/P:
Villlage: 07 COtUIt
Part of M/P: MAP 002 PCL 002
Plan Ref: jPLBK 617/69-75 (APP 7-62)
Date Added:
....
Updated:
E1 UP
�Updat '®e'I�ete � Add A pother
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http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008
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REScheck Software Version 4.4.1
Compliance' Certificate
Project Title: BAYSIDE BUILDING CO. '
Energy Code: 2009 IECC
Location: Cotuit,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 15% ►
Heating Degree Days: 6137
Climate Zone: 5 +
Construction Site: Owner/Agent: Designer/Contractor:
LOT 48#351 PHEASANT HILL CIR.
COTUIT,MA 02635
Compliance:Passes using UA tr
Compliance:6.6%Better Than Code Maximum UA:256 Your UA:239
The%-Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. .
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
AssemblyGross Cavity Cont. Glazing ILIA
or or D••
Perimeter U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 500 38.0 0.0 15
Ceiling 2:Cathedral Ceiling(no attic) 500 38.0 0.0 14
Ceiling 3:Cathedral.Ceiling(no attic) 410 30.0 _ 0.0 - ,14
Wall 1:Wood Frame, 16"o.c. 230 15.0 0.0 2
Window 1:Vinyl Frame:Double Pane with Low-E 187 0.280 52
Window 2:Vinyl Frame:Double Pane with Low-E 4 0.280 1
Window 3:Vinyl Frame:Double Pane with Low-E 14 , 0.290 4 '
Wall 2:Wood Frame,16"o.c. 1390 21.0 0.0 ` 76
Door 1:Solid 20 0.190 4
Door 2:Glass 41 0.290 12
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1370 30.0 0.0 45
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 2009 IECC requirements in
REScheck Version 4.4.1.and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title r I.r Signature Date
s
. r
0 :h V18 9-
s.
Project Title: BAYSIDE BUILDING CO. Report date:05/26/11
Data filename: Untitled.rck Page 1 of 4
REScheck Software Version 4.4.1
Inspection Checklist .i
Ceilings: -
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation ,
Comments:
❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation
Comments:
❑ Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation .
Comments:
❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation
Comments:
Windows:
❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 ,
For windows without labeled U-factors,describe features: +
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.280
For windows without labeled U-factors,describe features: '
#Panes Frame Type Thermal Break? Yes No
Comments:
❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 ,
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Solid,U-factor:0.190 y '
Comments:
❑ Door 2:Glass,U-factor:0.290.
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R730.0 cavity insulation.
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking:'
7 ,
" Air Leakage: -.
Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are
sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or
solid material.
❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk
between the housing and the interior wall or ceiling covering.
Project Title: BAYSIDE BUILDING CO. Report date: 05/26/11
Data filename: Untitled.rck Page 2 of 4
❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or
damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed
to maintain insulation application.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
Air Sealing and Insulation:
Lj 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 33.5 psf OR 2)the following items have been satisfied:
(a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or
repaired.
(b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed.
(c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.
(d)Floors:Air barrier is installed at any exposed edge of insulation.
(e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or
sprayed/blown insulation extends behind piping and wiring. ,
(f) Comers,headers,narrow framing cavities,and rim joists are insulated.
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs.and exterior wall
Sunrooms:
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: , w
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.,
❑ Materials and equipment are identified so that compliance can be determined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. r
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8:AII 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.
❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.'
Exceptions:
Joint and seams covered with spray polyurethane foam. '
Where a partially inaccessible duct connection exists,_mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
Lj Duct tightness test has been performed and meets one of the following test criteria: '
(1)Postconstruction leakage to outdoors test:Less than or equal to 109.6 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 164.4 cfm(12 cfm per 100 ft2 of
.
conditioned floor area)pressure differential of 0.1 inches w.g.
(3)Rough-in total Leakage test with air handler installed:Less than or equal to 82.27cfm(6 cfm per 100 ft2 of conditioned floor area)
' when tested at a pressure differential of 0.1 inches w.g.
(4)Rough-in total leakage test without air handler installed:Less than or equal to 54.8 cfm(4 cfm per 100 ft2 of conditioned floor area).,
Heating and Cooling Equipment.Sizing:. '
Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
0 For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Project Title: BAYSIDE BUILDING CO. Report date: 05/26/11
Data filename: Untitled.rck Page 3 of 4
I
i
❑ Circulating service hot water pipes are insulated to R-2.
❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools: T 4,
Lj Heated swimming pools have an on/off heater switch. t "
Lj Pool heaters operating on natural gas or LPG have an electronic pilot light.
❑ 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.
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:
Fl. A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage—15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements: 4
❑ 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.
Y+ .
NOTES TO FIELD:(Building Department Use Only)
c
a `
Project Title: BAYSIDE BUILDING CO. Report date:05/26/11
Data filename: Untitled.rck Page 4 of 4
2009 IECC Energy n
• Efficiency Certificate
• c
Insulation Rating R-Value
Ceiling/Roof 38.00
Wall 21.00
Floor/Foundation 30.00. • ' -
Ductwork(unconditioned spaces):
Glass&D.. `
Window 0.28 0.31
Door 0.29 0.33
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments: +,
i
i
fix, ' MAP Installed Building Products(350). _ P�'Q]'�Qsa`
Y PO Box 1309 l'
Sagamore Beach,MA 02562
(508)888-3599' ;
(508)888-9609 FAX
Customer Address Job Name
48-4351 PHEASANT HILL CIRCLE/CAPE
BAYSIDE BUILDING CO. INC.
P.O.BOX 95 Job Address
3 BAYBERRY SQ. 48-351 PHEASANT HILL CIRCLE
CENTERVILLE,MA 02632 COTUIT,MA 02635
Date: 5/26/2011 Job: 2186268
Workarea Inventory Item° t.
Phase: 3701209 IA PO: ,
Ceiling R-38 16"x:48"-Kraft-Wood Framing r
Walls R-21 15"x 93".-Unfaced-Wood Framing +
Walls with Poly POLY 4MIL.8'4"X100'CLEAR -
Flat Ceiling R-38 16"x 48" -Kraft-Wood Framing 4
Basement Ceiling W/Blockers a R-30 16" x 48"-Kraft-Wood Framing•
Work Area Notes:HOLD
Ceiling R-38 16"x 48" -Kraft-Wood Framing'
Garage House Wall R-21 15"x 93" -Kraft-Wood Framing
Blockers And Runners R-21 15"x 93"`-Kraft-Wood Framing
Cathedral Ceiling R-30C 15.5"x 48"-HD Kraft-Wood Framing
1st Floor Ceiling R-30C 15.5"x 48"-HD Kraft-Wood Framing ,
Cathedral Walls "R-15 15"x 93" -Kraft-Wood Framing
Treads R-19 19.25"x 48"-Kraft-Wood Framing
Stairwell R-13 15"x 93" -Kraft-Batts
Flat Ceiling R-38 16"x 48" -Kraft-Wood Framing w
Attic House Wall R-15 15" x 93"-Kraft-Wood Framing
1St Floor Ceiling To Knee Wall, R-38C 15.5 x 48"'-HD Kraft-Batts '
Attic House Wall R-21.15"x 93"-Kraft-Wood Framing ,
Walls R-15 15"x 93"-Kraft-Wood Framing
Cathedral Walls R-21 15"x 93"-Kraft-Wood Framing
Wing Ceiling R-38C 15.5':'x 48"-HD Kraft-Batts G
Vents EAVE VENTS r
OPTIONS: 1)DIRECT VENT 36"FIREPLACE$1350.2)GUTTERS&DOWNSPOUTS$725.ALL OPTIONS ARE IN ADDITION TO
PRICE BELOW.
We propose hereby to furnish material&labor-complete in accordance with the above specifications,for the sum of: $49075.00
°
Terms:Net 15,Payments to be mailed to P.O.BOX 1309 Sagamore Beach,MA 02562 1.5%late payment charge on balances outstanding more than
30 days from date of invoice(18%annum).
p•I,the customer representative hereby subjects themselves personal jurisdiction to the commonwealth of Massachusetts. .
All material will be as provided in the attached description.All work will be completed in a workmanlike fashion in accordance with the standards of the
industry.Any alteration or deviation from the above specifications involving extra costs will be executed only upon written orders and will become an
extra charge over and above the estimate(s).All agreements are contingent upon strikes,accidents,acts of God or delays beyond our control.Owner to
carry fire and tornado insurance and other insurance that may be required by law.Our workers are covered by workers'compensation insurance to the
extent required by law.
5/26/2011 Page 1 of 1
' MAP Installed Building Products(350)., PO Box 1309 Proposal
roposal
Sagamore Beach,MA 02562 `
(508)888-3599
(508)888-9609 FAX r,
Customer Address Job Name
484351 PHEASANT HILL CIRCLE/CAPE
BAYSIDE BUILDING CO. INC. ,
P.O.BOX 95 Job Address
3 BAYBERRY SQ.' 48-351 PHEASANT HILL CIRCLE
CENTERVILLE,MA 02632 COTUIT,MA 02635
Date: 5/26/2011 Job: 2186268 .
We do not warrant against and shall not be liable for any damage or injury,including but not limited to mold accumulation,when due to any of the
following causes:the failure of the builder or contractors(other than our Company)to follow the instructions and specifications of the insulation
manufacturer;faulty or improper installation or maintenance of drywall or other wall covering;use of accessories or wall preparation materials that do not
properly receive the insulation;and compliance with applicable building codes or other government regulations relating to surface preparation,wall
coverings,required materials or mandatory procedures. ;
ANY WARRANTIES IMPLIED BY LAW,SUCH AS THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR
PURPOSE,ARE HEREBY EXPRESSLY DISCLAIMED.WE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL DAMAGES OR INCIDENTAL
DAMAGES for breach of any warranty associated with the insulation.Our liability shall in no event exceed the cost of the materials set forth herein.We
cannot and shall not be liable to you for the breach of any other express warranties,such as those given to you by other dealers,contractors,applicators,
distributors or manufacturers.Your exclusive remedy with respect to defective materials provided by us shall be repair or replacement,at our option,of the
defective materials. _
Note:this proposal may be withdrawn by us if not accepted within 30 days
ACCEPTANCE OF PROPOSAL
The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.
Please note that we cannot schedule this job without receiving a si n " proposal by fax or
DATE:4w,
SIGNATURE:
Sales Representative:Peter Taylor "
c
DATE: SIGNATURE: 4
Customer Representative: `
Printed Name Title
IN
5/26/2011 Page t of 1
Foundation Certification in Barnstable, MA
Prepared For : Lot 48 351 Pheasant Hill Circle
Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying
Flood Zone C ® FIRM Community Panel Number No. 025551 0021 D
OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41 Registered Professional
OPEN SPACE. Cotuit Meadows Homeowner's Association, Inc. ® Deed Engineers and Land Surveyors
Book 23161 Page 59 78 North Street, 3rd Floor
Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Hyannis, MA 02601
Page 158
Minor Modification No. 1 ® Deed Book 22249 Page 282 Phone - (508) 771-7502 Fax (508)-771-7622
Job Number. 2005-214 Scale : 1" = 20' 05-02-2011
OPEN SPACE
S
74'41,101. E ono
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0.26f ACRES Z LOT ss
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LOT 47
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I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN
COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN OF
- BARNSTABLE ZONING 'BOARD OF APPEAL No. 2005=082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO
` PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA.
THIS PLAN IS NOT TO BE CORDED NOR IS IT TO BE USED, TO ESTABLISH PROPERTY LINES. q VTR
d � -�2 �2-�3, . F s►r��EO a
REGISTERED PROFESSIONAL LAND SUR YOR N BAXTER NYE ENGINEERING & SURVEYING DATE
C os-02-i f
0
- N
eo.
i
GENERAL NOTES:
1. LOCUS PROPERTY IS SHOWN AS:
ASSESSOR'S MAP 002 — PARCEL 02
2. SETBACKS: FRONT = 20'
SIDE/REAR = 10'
3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION
CONSTRUCTION PLANS.
4. COMMUNITY PANEL NUMBER: 025551 0021 D
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C,
AREA OF MINIMAL FLOODING.
5. ENVIRONMENTAL NOTES:
SITE IS NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL
00 CONCERN).
o VEGETATED 12"'bECP SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
RAIN GARDEN (125 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED
Z C.F. STORAGE) x,`' HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS
PROVIDE (1) 6' DIA. x TOP-51.0 PROTECTION ACT REGULATIONS (310 CMR 10).'
6' DEEP LEACHING BOTTOM-5o.o _ SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP
BASIN N N STONE S 4, x49.0 MAP OCTOBER 1 2008 "CERTIFIED VERNAL POOLS."
AL�NATE EQU(OR
, 4 �0" SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER
VOLUME) 5� 54.50' E 00 �, 1, 2008 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES
CONNECT ALL ROOF h UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT,
DOWNSPOUTS TO
LEACHING BASIN W REGULATIONS (321 CMR10)
' SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER
RECHARGE PROTECTION AREA
VEGE TEO ` o
12" D `� co co
O
Qv RAIN G N �� / CONSTRUCTION NOTES:
(125 C.F.
STORAGE) ,�hh 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
Bo T� .o Xv
SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS DATED
6125107, SHALL HEREBY APPLY TO THIS SITE PLAN.
�� Dh �• o LOT 48 �'`� 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM
�. 11,159E S.F. THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,
OO \ x5&0 '�� 0.26E ACRES DATED 6 25 07 SHALL HEREBY APPLY TO THIS SITE PLAN.
s• / / �
X � ,
3. SEWER BUILDING CONNECTIONS:
_ MIN. COVER SHALL BE 3 FT
54.5 x \ ` SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER
�r UTILITIES AS REQUIRED BY BARNSTABLE DPW.
SMH �►10 0ate• ♦ �, �� \ °' - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2AX
INV .6 JDi Is, , 55.0 ��• \
\ 1 -
\ 53 0 A* S INV.-43.86 '
�h b
x - �
x u� �• (MIN) �� '� _..
100
11__\
53.0 63 LF- SCH� � �5 x 9•
s s 40 SEWER , Cotuit Meadows Subdivision
9� O Qr 9 SERVICE O V.
- /
A S-2AX MIN.
.R Cotuit■Barnstable, Massachusetts
54.5 1�--
x - 1 ---J L_
55'A,` 4� PREPARED FOR
\s \ OUTP - COTUIT EQUITABLE HOUSING, LLC
o 0 54so "
OX � KM a� CUR 55.50 �,� --- - ss� P. 0 Box 95
0 STOP Centerville, MA 02632
1TRE
5
S`tNV.-41.54 00- + 53.59 Site Plan
Lot 48 . 351 Pheasant Hill Circle
Jo BAXTER NYE ENGINEERING & SURVEYING
�\ o Registered Professional
J \ Engineers and Land Surveyors ��H eF 1•'ASS
3 �o�'v rrHV
78 North Street, rd Floor,Hyannis, MA 02601 E
\ Phone (508) 771-7502 Fax - (508) 771-7622 0 0
\ No 43 3
20 0 20 40 s� ep.S10 AL
����
SCALE IN FEET
SCALE: 1" = 20' DATE: 04-20-11
REV. DATE: REMARKS
Lot 48
DRAWING NUMBER
0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw
2005-214