HomeMy WebLinkAbout0010 EAGLE LANE Duct Leakage Test Farm
Custorrier Information: Test condifions:
Name: ��, 9.1� [") 1 a �s�'J r Date:
Address: L+ 3. 3 fly C) -. rime;
Oity: 3- IndoorT=peraturc(F): - - --
state/Zip: _ _ Outdoor Ternperat:ore()7): ~
f'hranc: _ Floor Area('f'c):
Email: - Systera Airflow(cfrn):
Cooling Size(tons):
Heating Size(btu):
�LLiYCJtYl �ddg"L'Ss; (if dit✓crcnt from abo�'el M—.
Primary Location of `
ST Gt: (5 Irk 4 bv. -- SLpply Ductwork: (SRS wz
city/State: Ay I cI nrl Prima--y Location of r
-- �t�� Return buctwork:
!9�b—In rILeritS:
Total 1_,+Ea1Cage Test�Dgmss_w_ Dress_ OutsideLeakne'Pest Depress_,,,__ Press
',rest Pressure: {pa) Test Fresswe:
13amline D'act Pressure(optional): (17a)
Duct Flow Ring Pan,Press Blow duct Flow Idirag Fan l?ress Flow
pvess. aF Installed (Pa) WM) Press.(lPa ad Installed P (cfm)
'Fan Model/SN:
_ Results:
----� Outside Leakage(cfm):
Fars lvlodel/SN:_ +� �� _ putside Leakage as%
P CSUIts: SystemAirflow:
- -
Outside Leakage as%
Total Leakage(Gt'XS'r Floor Area: - - -
Total.Leakage as% ---�=�--
Sy item A,rflo'N:
Total Leakage as%
Floor Area: �,� Eric Whiteley
- W.VERNON Q16(;Uwvwhiteley.00ar1
INS, +�
28 Village Landing
PLUMBINGi1EATtt��, P.O.Sox 1266
AIR CONDITIONING W.Chatham,MA 02669
SINCE 1952 1'508.945.110o
F 50&945.5s49
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TO/TB 39Vd SWld A3-131IHM 6b595b6895 Ttp:LT TTOf/Cl/E;T
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�`"E 'ti Town of Barnstable
Building Department - 200 Main Street
Hyannis, MA 02601
ME MAS&16:59. (508) 862-4038
Argo��s
Certificate of Occupancy
Application Number: 201105042 CO Number: 20110186
Parcel ID: 002002045P CO Issue Date: 12/15111
Location: 10 EAGLE LANE Zoning Classification: RESIDENCE F DISTRICT
Proposed Use: DEVELOPABLE LAND.
Village: v COTUIT
Gen Contractor: BAYSIDE BUILDING; INC Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments':
Building Department Signature Date Signed
TOWN OF BARNSTABLE soft ti - �
i d i n
201105042Pe' r*mit 'BA
RNSTABLE, Issue Date: 00/22/11
y 9 MASS.
s639•� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20112055
_ Proposed Use: DEVELOPABLE LAND Expiration bate: 03/21/12 +`
t' Location 10 EAGLE LANE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 002002045 Permit Fee$ 867.00 Contractor BAYSIDE BUILDING,INC
Village COTUIT App Fee$ 100.00 License Num 005645
Est Construction Cost$ 170,000 E,-
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
TO CONSTRUCT A 4 HOME,3 BATH CAPE WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 ;
s I 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A• 3.
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: COTUIT EQUITABLE HOUSING LLC v"
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:
"PHIS PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY EiVCROACHMENTS ON PUBLIC PROPERTY,NO .t
5 ,. -
SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVEDBY THE JURISDICTION'.:STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION-OF PUBLIC SEWERS MAYBE }
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE`ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION
RESTRICTIONS. _
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS. r
,€ 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. t-
I 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
'1 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). (
5.INSULATION. iA
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 s`
r� DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
.0 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL c.142A).
aF, 111 a Ig gm
i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
a
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Fire Dept 2 j /� Board of H
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map 061 a. Parcel' U 4 O 41 Application #
Health Division 'Date Issued ` 1
Conservation Division Q)�_/i Application Fee
Planning Dept. akMA Permit Fee;
Date Definitive Plan Approved by Planning Board
Historic OKH Preservation / Hyannis N
Project Street Address i�Ai9Z_Ar_ 44-Alg
Village
C&47di -
Owner &,006 /i✓& L Address ��QicG�.v r,�.�v tcdL �t,g-
Telephone �'0. _ ?
r
Permit Request ef"s �.e-14/CT /4 .646e0001 , 3 13 4'7-A u/i'TtY' /9,/
Square feet: 1 st floor: existing proposed Y4 .2nd floor: existing proposed,Je6 _&al new (�a�
Zoning District 2 Flood Plain C:_ Groundwater Overlay r11 ,
Project Valuation/Y0 M Construction Type 1h, d
Lot Size /�Z,�?oZ Grandfathered: ❑Yes Qa"No If yes, attach�supporting documentation.
Dwelling Type: Single Family 2/ Two Family ❑ Multi-Family (# units)
Age of Existing Structure A)jW Historic House: ❑Yes W o On Old King's Highway: ❑Yes U No
Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new 3 Half: existing new d
Number of Bedrooms: existing�_new
Total Room Count(not including baths): existing new "7 First Floor Room Count
Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other
Central Air: Ur�es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes eNo
Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_
Attached garage: ❑ existing UJInew size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes dNo If yes, site plan review #
Current Use (/AG AI 7" G..OT Proposed Use 5 tAV46— 1
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
✓1 9,
Name � � LG Telephone Number ��
Address 4 License# 00 5 6 4/5'
Home Improvement Contractor#
Worker's Compensation # aXic O'®73 YOGA �/O
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE f 3 //
r
,r
FOR OFFICIAL USE ONLY
r .-APPLICATION#
3",-DATE ISSUED
'
•
v.;.MAP./.PARCEL .NO r�i
a ~it. .. .. •
L
}
-ADDRESS,, VILLAGE '
OWNER
DATE OF INSPECTION:
k CNFOUNDATIONJ Anf �e.J `aI rZce,Aa-I/—
FRAME S FrORY O✓ovI l2 � g (y=� 10 fZdle--A-
s
,.%'INSULATION'°I G/
FIREPLACE
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
GAS: ROUGH ;i± ! G:A FINAL
k _fFINALiB_UILDINGil3Fi
If V AC- kVtk
,t -
-k-- DATE CLOSED.OUT, zkf
ASSOCIATION PLAN NO: — ,
c
' The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
d 600 Washington Street
Boston,MA 02111
www.mass.gov/die
Workers}Compensation Jnsurance Affidavit: Builders/Contractors/Electricians/Pluimbers
..Pleas, Print Legibly
' Applicant Information ,�} R
Name(Business/organization/Individual):./y �s� � 1J (��LD�/�� �• �'
Address: r30 k Q S
— .
City/State/Zip: 66(f*e I//LLB//,4 OPM Z Phone.#. 5 �-' :7r7/` l 4.tfd
Axe you an employer? Check the appropriate bog: :Type of project(required):,
1,n Tam a employer with 4. 1 am a general contractor and I
6. []New construction .
employees(full and/or part-time).!'. : have hired the sub-contractors
and/or1❑ I am a'sole proprietor or partner-
listed on the°attached sheet 7. [�Remodeling
ship and have no employees
These sub-contractors have . g, O pemolition
�yorkin far me in as capacity, employees and have workers'
g y. P tY, 9. []Building addition
[No workers' comp.insurance. comp. insurance$'
requited,]
' S. [] We are a corporation and its 10 (�B 1 lectrica r airs or additions
3.(� 1 am a homeowner douig.ill work .
officers have exercised their 11:[]Plumbing repairs or additions
Myself [No workers'comp. right of exemption per MGL 12.[]Roof repairs
c, 152, 14, and we have no
insurance.re f §.O. 13.0 Other '
employees,:[Nb workers'
comp. Insurance required.]
*Any applicant that checks bar#1 must also fill out the section below showing their workers'compensation policy information.
f Homeowners,who.submit this affidavit indicatlng.they are doing all work andtlien hire outside contractors must submit a new affidavit indicating such
!Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state,whether or-not those entities have
employees, if the sub-aontedetors have employees,they must provide their workers'comp.policy number.
I ant an employer that is providing workers'compensation insurance for.my employees. Below 1s.the policy and job.site
information
Insurance Company Name: 11e" IYq hV S
Policy#or Self-ins,Lic,# wC 9C 0 6.73 ExpirationDate. .
lob Site.Address: 1 City/State/Zip' CO / y � T
Attach a copy of the workers'compensation policy declaration page'(slxowing the policy number and expiration date).
Failure•to secure:coverage n required under S ection 25A of M(it c: 152 can lead to.the;imposition of crub nal.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 againstthe violator. Be adv.sed.that a copy of this:statement maybe forwarded to the Office of
Investigations of the WA for insurance coverage verification '
X do hereby certify under the pains•artdpenalties o erjury hat the information providedQabovg is true and correct.
Si mature: Date: —
Phone# 7
Official,use onl . Do not write In this area,tb be completed b •cl or tolvtt official
_ Y . .p Y tJ'. ff
City or Town:.'
Permit/License#
lHuing Authority(circle one):
.•l.Board of Health 2,Building Department 3, City/Town Clerk 4,ElectricaI Inspector 5.Plumbing Inspector
6. Other
C'ont`ket Person: Phone#i
All Cape Garage Door 06/01/04 10/07/11 06/01/04 04/01/12
Aluminum Products of Cape 08/15/0.4 04/15/12 08/15/04 04/15/12
Anthony Averinos 07/20/04. 03/01/12 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 O1/O1/06 05/01/11 01/01/05 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
Cornerstone dba Tony Arede 03/10/06 10/22/10 02/O1/11 02/01/12
Coy's Brook, Inc 04/24/04 04/24/11 ..:09/21/04 10/01/11
Davids Building &Remodel 01/01/07 O1/O1/12 06/14/04 03/01/1.2
D.P. Fuccillo Construction Inc. 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 04/29/1.1 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 11/0.9/08 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
Reed, Mel 07/21/04 04/01/12 07/21/04 04/01/12
Steven Johnson- SMJ Carpentry 04/25/04 10/26/11 04/25/04 10/26/11
Whiteley, W. Vernon 10/01/04. 10/01/11 10/03/04 10/01/11
Wood Floor Specialists 02/03/08 02/03/11 02/03/08 02/03/12
ti0f'THE ram, Town of Barnstable
ti
Regulatory Services
9eMtNMSS '$ Thomas F. Geiler,Director
�AIfD M1'�A1� Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA,02601
Ym v.town.barnstable.ma.us
Office: 508-862-403 8 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using ABuilder
CU7d. T ®U<<... 1- t) 5/ /6 L C C
I, �e��� l' � � '��� , as Owner of the subject property
hereby authorize S/'Z� ' �j t),1L.A/A 6to act on my behalf,
in all matters relative to work authorized bythis building permit application for: ,
Id 77
(Address of Job)
3�I
Signature of Owner Date
Print Name
Q TORMS:OWNERPERMISSION
Massachusetts- Department of P. sic Sa eta
Biward of la it lirit,Ret&ulatifyr�,:a l t ai,if:j tl:,
"�1$3'�Y17 $3tSy0.s^�aA fi.r.t .sir L ceag-z
License; GS 5645
j Restricted to: 00 �
BRIAN T dAGE :.
PO BOX 95'
CENTERVILLE it X6632 ".
Expiraton: 4/19/2012
t uanr�ti 3ia;a i Tr-: 21209
Restricted to: 00
00- Unrestricted
1G-1 2 Family Homes
Failure to possess a current edition of the
Massachusetts State Building Code
` is cause for revocation of this license..
Refer to: V;WW.Mass.Gov/DPS
i
CTREScheck Software Version 4.4.1
Compliance Certificate
Project Title: THE PHEASANT MODEL
Energy Code: 2009 IECC
Location: Barnstable,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 13%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
COTUIT MEADOWS BAYSIDE BUILDING,INC.
BARNSTABLE,MA
Compliance: Passes using LIA trade-off
Compliance:6.0%Better Than Code Maximum UA:252 Your UA:237
The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. _
AssemblyGross Cavity Cont. Glazing UA
or or D••
Perimeter U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 682 38.0 0.0 20
Ceiling 2:Cathedral Ceiling(no attic) 272 30.0 0.0 9
Total Walls:Wood Frame,24"D.C. 1867 21.0 0.0 88
Window 1:Wood Frame:Double Pane with Low-E 208 0.310 64
Door 1:Solid 42 0.280 12
Door 2:Glass 42 0.310 13
Floor 1:All-Wood Joi st/Truss:Over Unconditioned Space 954 30.0 0.0 31
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 Signature Date
Project Title:THE PHEASANT MODEL Report date:09/16/11
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 1 of 4
REScheck Software Version 4.4.1
Inspection Checklist
Ceilings:
❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Total Walls:Wood Frame,24"o.c.,R-21.0 cavity insulation
Comments:
Windows:
❑ Window 1: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:
Doors:
❑ Door 1:Solid,U-factor:0.280
Comments:
❑ Door 2:Glass,U-factor:0.310
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss: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 walls behind tubs/showers,and in openings between
window/door jambs and framing.
❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air.
❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
❑ 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.
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.
Project Title: THE PHEASANT MODEL Report date:09/16/11
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 2 of 4
(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:
Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum
skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope
requirements.
Materials Identification and Installation:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications.
Duct Insulation:
Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are
insulated to at least R-6.
Duct Construction and Testing:
❑ Building framing cavities are not used as supply ducts.
❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means
of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or
UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically
fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three
equally spaced sheet-metal screws.
Exceptions:
Joint and seams covered with spray polyurethane foam.
Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the
joint so as to prevent a hinge effect.
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
❑ Duct tightness test has been performed and meets one of the following test criteria:
(1)Postconstruction leakage to outdoors test:Less than or equal to 76.3 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 114.5 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 57.2 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 38.2 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.
For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial
Building Mechanical and/or Service Water Heating(Sections 503 and 504).
Circulating Service Hot Water Systems:
Circulating service hot water pipes are insulated to R-2.
❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system is not in use. _
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3.
Swimming Pools:
❑ Heated swimming pools have an on/off heater switch.
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.
Project Title: THE PHEASANT MODEL Report date: 09/16/11
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 3 of 4
Where pumps operate within solar-and/or waste-heat-recovery systems.
Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a
minimum insulation value of R-12.
Exceptions:
Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source.
Lighting Requirements:
❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following:
(a)Compact fluorescent
(b)T-8 or smaller diameter linear fluorescent
(c)40 lumens per watt for lamp wattage<=15
(d)50 lumens per watt for lamp wattage>15 and<=40
(e)60 lumens per watt for lamp wattage>40
Other Requirements:
❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting
off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is
above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's').
Certificate:
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 PHEASANT MODEL Report date: 09/16/11
Data filename: C:\Users\Fine Line Design 1\Documents\REScheck\THE PHEASANT.rck Page 4 of 4
2009 IECC Energy
Efficiency Certificate
Insulation .
Ceiling/Roof 38.00
Wall 21.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.31 0.31
Door 0.28 0.31
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
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1
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'
THE PHEASANT MODEL COTUIT MEADOWS Q Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)....................................................................................................................110 mph Q
Wind Exposure Category.................................................................................................................................B Q
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 2 stories s 2 stories Q
RoofPitch...........................................................................(Fig 2)..................................................12 5 12:12
MeanRoof Height......................................................................(Fig 2)....................................................16 ft 5 33' Q
Building Width,W................................................................(Fig 3)................................................... 24 ft 5 80'
Building Length, L...............................................................(Fig 3 ....................................48 ft 5 80' Q
Building Aspect Ratio ........................(Fig 4 ...................................2 5 3:1 Q
Nominal Height of Tallest Opening2......................................... (Fig 4)...................................................6'-8"5 6'8`'
1.3 FRAMING CONNECTIONS
General compliance with framing connections..................:.(Table 2)................................................................ Q
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete.......................................... .............................................. .................................. Q
ConcreteMasonry ..................................................................................................................................... N/A
2.2 ANCHORAGE TO FOUNDATION1,3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing—general ..........................................(Table 4)................................................... 28 in,
Bolt Spacing from end/joint of plate .............................(Fig 5).........................................12 in.<_6"—12"
Bolt Embedment—concrete.......... .....:..........:.............(Fig 5).................................................7 in.>_7" 0
_Bolt Embedment—masonry.......................................:.(Fig 5)......................... .................. m.>15" N/A
PlateWasher................................................................(Fig 5)...............................................>_3 x 3"x
3.1 FLOORS
Floor framing member spans checked................................(per 780 CMR Chapter 55).................................... Q
Maximum Floor Opening Dimension....................................(Fig 6)......................................................9 ft:5 12'
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 5 d N/A
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall.................(Fig 8)....................................................—ft 5 d N/A
FloorBracing at Endwalls....................................................(Fig 9j.................................................................... Q
Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)....................................
Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)..........................3/4 in.
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 5 10'
Non-Loadbearing walls.........:.......................................(Fig 10 and Table 5).............................18 ft 5 20'
Wall Stud Spacing .........................................................(Fig 10 and Table 5).....................24 in. <_24"o.c.
EZ
Wall Story Offsets .....(Figs 7&8 ft 5 d N/A
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AWC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls.........................................................(Table 5).........................................2x6-8 ft 0 in. 0
Non-Loadbearing walls.................................................(Table 5).......................................2x6-18 ft 0 in.
Gable End Wall Bracing'
Full Height Endwall Studs.............................:.:........:....(Fig 10)..................................................................
WSP Attic Floor Length................................................(Fig 11).............................................. ft>_W/3 N/A
Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W 0
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
Splice Connection(no.of 16d common nails)..............(Table 6)............................................................6
Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(Tables 7)............................................................2
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)...................
Sill Plate Spans .........................................................(Table 9)...........................................3 ft 0 in. 5 11' Q
Full Height Studs (no.of studs)....................................(Table 9)............................................................3
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans..............................................................(Table 9)...........................................9 ft 0 in. 5 12'
Sill Plate Spans............................................................(Table 9).................................._ft_in. 5 12 N/A
Full Height Studs(no.of studs)....................................(Table 9)..............................................................3
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously°
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8"
Sheathing Type..............................................(note 4)..........................................................WSP
Edge Nail Spacing..........................................(Table 10 or note 4 if less).............................3 in. Q
Field Nail Spacing..........................................(Table 10)....................................................12 in. .
Shear Connection(no. of 16d common nails)(Table 10)............................................................4 Q
Percent Full-Height Sheathing.......................(Table 10).......................................................71%
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... .
Maximum Building Dimension, L
Nominal Height of Tallest Opening2..........:...........................................................6'-8"5 6'8"
Sheathing Type..............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.............. ..................'........(Table 11 or note 4 if less)..............................3 in.
Field Nail Spacing................. ).........................(Table 11 ....................................................12 in. [�
Shear Connection(no.of 16d common nails)(Table 11)............................................................4
Percent Full-Height Sheathing.......................(Table 11).......................................................24%
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A
Wall Cladding
Ratedfor Wind Speed?...............................................................................................................................
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)'
5.1 ROOFS
Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website)
Roof Overhang ...................................................(Figure 19)...............2/3 ft<_smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift.................................................(Table 12)...............................................U=236 plf
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 s 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).......................................L= lb. N/A.
Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59) ............ Q
Roof Sheathing Thickness............................................................................................618 in.>_7/16"WSP
Roof Sheathing Fastening............................................(Table 2)............................................................8d Q
THE PHEASANT MODEL-COTUIT MEADOWS MEETS THIS CHECKLIST IN ITS ENTIRETY,THEREFORE
THE NOTE BELOW 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
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)'
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AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)'
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Foundation Certification in Barnstable, Cotuit, Ma. , 02635
Location: Lot 45 — 10 Eagle Lane
Subdivision of Barnstable Assessors Map: 002 Parcel: 02 Baxter Nye Engineering & Surveying
Flood Zone C 0 FIRM Community Panel Number No. 025551 0021 D
Registered Professional
OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page 41
OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. 0 Deed Engineers and Land Surveyors
Book 23161 Page 59 78 North. Street, 3rd Floor
Barnstable Zoning Board of Appeals No. 2005-082 0 Deed Book 21059 Hyannis, MA 02601
Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622
Minor Modification No. 1 0 Deed Book 22249 Page 282
Job Number. 2005-214 Scale : 1" = 20' 09-21-2011
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OPEN SPACE
LOT 46
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LOT 45
12,172f S.F.
0.28f ACRES
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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 ,
G
PREIMETER MONUMENTS SHOWN PER EXHIBIT "A"
(DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A � .SOH` -
SPECIAL FLOOD HAZARD AREA. S.
o rz 5 �
23s74
THIS ,PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES.
REGISTERED PROFESSIONAL•LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE CT
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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 A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL
r� CONCERN).
00 SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED
z \ HABITATS OF RARE WILDLIFE» FOR USE WITH THE MA WETUWDS
PROTECTION ACT REGULATIONS (310 CMR 10).»
SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP
MAP OCTOBER 1, 2008 »CERTIFIED VERNAL POOLS.*
/ SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER
1, 2008 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES
UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT,
REGULATIONS (321 CMR10)
/ SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER
RECHARGE PROTECTION AREA
LOT 46
57.9 CONSTRUCTION NOTES.
OPEN SPACE 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
-fir �k�ti� SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED
LOT 45
\ 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.
/ C> 12,172E S.F. 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM
\ VEGETATED 12"
DEEP RAIN GARDEN 0.28E ACRES �� THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,
/ \ . u:
(125 C.F. STORAGE) DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.
X
TOP-56.0/BOTTOM-55.0 PROVIDE (1) 6' DIA. 3. SEWER BUILDING CONNECTIONS:
sMH 3 �/ 7.9 x 6' DEEP LEACHING `\\ - MIN. COVER SHALL BE 3 FT.
INVSM IN X ----_._. X BASIN W/ i STONE - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER
56.25 SURROUNDING (OR
�t =45.49 56.50 UTIU71ES AS REQUIRED BY BARNSTABLE DPW.
ALTERNATE
EQUIVALENT VOLUME - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1%
\ \` 57.0 OF 289 CF)
56. p0 •o CONNECT ALL ROOF \
c' Z4• x DOWNSPOUTS TO
`\\ 55.0 O 56.50 LEACHING BASIN
\ � � 957.0
Cotuit Meadows Subdivision
O " \
SEWER 57.0
��' # SERVICE NV. �3 57 5
� CotultoBarnstabie, Massachusetts
1K ' IN-46.76 x x \
o+ 56.50 PREPARED FOR
o y
1 �7.0
CLEAN ?r s�Zoo 56.25 COTUIT EQUITABLE HOUSING, LLC
S s OUT 56.76 $ 2 ,,� \
3 s O. Box 95
S S INV QROQ W 56. fo• P.
4 =45 ,\ p 3 8x PC.�+48•a �. Centerville, MA 02632
/
MIN) 57.5
x TITLE
.1+40 7a 55.21 + 55.0 VEGETATED 12 . DEEP RAIN Site Plan
CURB x GARDE"F25 C.F. STORAGE) Lot 45 . 10 Eagle Lane
STOP TOPP.56.0/BOTTOM-55.0
w a LOT 4/ BAXTER NYE ENGINEERING & SURVEYING
Registered Professional
Engineers and Land Surveyors
\ 78 North Street, 3rd Floor,Hyannis,MA 02601
`' Phone- (508)771-7502 Fax - (508) 771-7622
F
SMH .\ \ 20 0 20 40
k \ INV OUT
0 -46.52 SCALE IN FEET
S c+
s \ SCALE: 1 = 20, DATE. 9-12-11
REV. DATE. REMARKS
Lot 45
DRAWING NUMBER
0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw
_2005-214