HomeMy WebLinkAbout0311 PHEASANT HILL CIRCLE �3� 1 �h ems,err �-h�1 �, ��`'
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`"E' ti Tow' n of Barnstable
Building Department 200 Main Street -
BARNSTABLE. * Hyannis, MA 02601
MASS.
9� 1619. (508) 862-4038, • .
Certif icate of Occupancy:
Application Number:. 201000591 M CO Number: 20100096
Parcel ID: 002002051 _ CO Issue Date: 06/18/10
Location: 311 PHEASANT HILL CIRCLE Zoning 'Classification: '
Proposed Use:.. DEVELOPABLE LAND
Village:, COTUIT
V.
Gen Contractor:" BAYSIDE BUILDING, INC. Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed
TOWN OF BARNSTABLE
�tti Building
Application Ref: 201000591 BARNSTABLE, Issue Date: 02/18/10 Permit
MASS.,
A i639• ♦� Applicant: BAYSIDE BUILDING INC
rF0 a Permit Number: B 20100269
Proposed Use: DEVELOPABLE LAND Expiration Date: 08/18/10
Location 311 PHEASANT HILL CIRCLE Zoning District Permit Type: NEW SINGLE FAMILY HOME.
Map Parcel 002002051 Permit Fee$ 1,132.20 Contractor BAYSIDE BUILDING,INC
Village App Fee$ 100.00 License Num 005645
Est Construction Cost$ 222,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
TO CONSTRUCT A 3 BEDROOM,2 BATH RANCH WITH AN ATTACH D THIS CARD MUST BE KEPT POSTED UNTIL FINAL
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
fu
Application Entered by: RM Building Permit Issued By: � �/c
THIS PERMIT CONVEYS,NO;RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK,OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY
ENCROACHEMENTS ON PUBLIC PROPERTY_b SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST,BE`APPROVED BY THE JURISDICTION.
STREETOR.ALLY GRADES AS WELL AS DEPTH.AND"LOCATION,OF.PUBLIC SEWERS:MAY.REMAINED 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).
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BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
1 B_fA�` �0 1-� , 1/0� 9 a `6 e/
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3 1 Heating Inspection Approvals Engineering Dept
F' a Dep rr 2- I^ s Board ofjle I
s
iHE Town of Barnstable
BARNSTABLE. Regulatory Services ^` .
Y MASS. g.
�'plFD039.
MA+a�O Building Division
200 Main Street, Hyannis, MA 02601
Office: 508-862-4038
Fax: 508-790-6230
Inspection Correction Notice
Type of Inspection
Location `� / �jowJ - 9(e- /L Permit Number
Owner Builder
One notice to remain on job site, one notice on file in Building Department.
T following items need correcting: mj n� 4
r0
oJ2
Please call: 508-862-4186,8 for re-inspecti r.
Inspected by J` /
Date_ ��c� �1'0
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
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Map ®®� Parc I (9e J51 Application # ..... LA
Health Division Cl/ Date Issued Z ��
Conservation Division / Application Fee 2C
Planning Dept. .. Permit Fee ,� 5 .
Date Definitive Plan Approved by Planning Board O
Historic - OKH _ Preservation/Hyannis
Project Street Address -_ �� 1-�41151AVI' Alle-Z- CIRCf-E
Village
Owner ordV tT FWtr H61)51AIS LL.0 Address 68k CE7zf7F4zV
Telephone " l c d tl6
Permit Request C&' )5TAde 7- d 3 �3FJPO®A 6 2 8 a7N R� -� JI/I Tl�
Gs✓ /1-i'.�t04E b 02 CAI? ao9 24
Square feet: 1 st floor: existing proposed l°�2 2nd floor: existing proposed Total new /`1
Zoning District P-F -.A Flood Plain C Groundwater Overlay 951
Project Valuation Construction Type
Lot Size J�7S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation.
Dwelling Type: Single Family Two Family ❑ Multi-Family(# units)
Age of Existing Structure ATIV Historic House: ❑Yes l�lo On Old King's Highway: ❑Yes Flo
Basement Type: YFull ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft)
Number of Baths: Full: existing new 01, 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: LV/Gas ❑ Oil ❑ Electric ❑ Other
Central Air: 3/Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes J<o
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
zv�az
Attached garage: ❑ existing dnew size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals
Authorization ❑ Appeal # Recorded ❑ ,
Commercial ❑Yes U No If yes, site plan review#
Current Use V,46-44)T LOT Proposed Use 5 1,0494 E /= 1L Y
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
Name 91he- Telephone Number -7-7
Address &\A License # 00 56qr
GIC6�t� - -;�u Home Improvement Contractor#
Worker's Compensation # UA-- eO-7-3 Y406
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO U�l
SIGNATURE /'L��'` DATE �Z 1120
f
-FOR OFFICIAL USE ONLY
APPLICATION#
DATEISSUED
i
VAP/PARCEL NO.
ADDRESS VILLAGE
t.
r OWNER
y
DATE OF INSPECTION:
FOUNDATION �v3 j
Grpf4ow
FRAME S R 317
or
r INSULATION I(J5 °� y�d`VCoR-dG
rr FIREPLACE
ELECTRICAL: ROUGH FINAL
j PLUMBING: ROUGH FINAL
i�
GAS: ROUGH FINAL
FINAL BUILDING af D« 6 a o
k
DATE CLOSED OUT
ASSOCIATION PLAN NO.
x
,. The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street .
Boston,.MA 02111'
www.mass.gov/dia
mbers
Workers'Compensation Insurance Affidavit: Builders/Contractors/F Tlease Print
t Legibl
_Applicant Information
.Please Print Le ibl
Name(Business/Organization/Individual): llsP� e(III-P/.t/C J AIC
--------------
Address: p
City/State/Zip: "y��� OZ6 3�- Phone.#: 7-7 l` r d'yd '
Are you an employer?Check the appropriate bog: .Type of project(required):..
4. Zj am a general contractor and I
1.El 1 am a employer with 6. ❑New construction .
employees(full and/or part-time).* • have hired the sub-contractors
listed.on the'attached sheet. 7. ❑Remodeling
2:❑ 1 am a'sole proprietor or partner- actors have molition
• ship and have no employees
These sub-contr S. [❑De
employees and have workers'
working for me in any capacity. 9, ❑Building addition
comp,insurance$•
[No workers comp,insurance 10.❑•Blectricalrepairs or additions
required.] 5. ❑ We are a corporation and its
3.❑ I am a homeowner doing till 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.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. .
ICantractors that check this box must attached an additional sheet showing the name of the pub-contractors and state whether or not those entities have
employees. Zthe sub-contractors have employees,they must provide their workers'comp.policy number.
lam an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site'.
information.
Insurance Company Name,
Policy#or Self-ins.Lic,#: WC-F 073 lab >4*1 Expiration Date: IZ- 3 40
ff U- C.`eZcc. t MA 0 W�5"
Job Site Address: City/State/Zip: (�T11�
Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date).
Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 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 statement may be forwarded to the Office of
Investi ations of the bIA for incur ce coverage verification.
X do hereby certify under the paler IKes of perjury that the information provided abbovg is true and correct.
Signature: Date: l/ 7./C9 —
Phone#
Official use only. Do not write in this area, tb 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#:
z: Bayside-Building Inc. Certificates of Insurance 2009
Sub Contractor General Liability Workers Comp
All Cape Garage Door 6/1/04 6/1/10 6/l/04 6/1/10
Aluminum Products of Cape 8/15/04 8/15/10 8/15/04 8/15/10
Baxter Nye Engineering& 8/11/05 8/17/10 8/20/04 8/20/10
Bortolotti Construction 3/7/04 3/7/10 3/7/04 3/7/10
William Campbell 8/26/04 8/26/10 7/13/04 7/13/10
Cape Cod Marble & Granite 7/1/05 7/1/10 8/16/05 8/16/10
Cape Cod Ready Mix Inc. 1/1/07 1/1/10 l/1/07 1/1/10
Cape Concrete Forms 6/5/07 6/5/10 12/7/07 12/7/09
Carpet Barn Inc 1/l/06 511110 111105 1/l/10
Casella Waste Management 4/30/08 4/30/10 5/l/08 5/1/10
Robert Chaves 8/13/04 8/13/10 12/17/04 12/17/09
Coy's Brook, Inc 4/24/04 4/24/10 9/21/04 10/1/10
Davids Building& Remodel 01/01/08 1/1/10 6/14/04 8/14/10
D.P. Fuccillo Construction Inc. 10/20/06 10/20/10 10/20/08 10/23/10
Govoni Land Services 5/31/04 6/22/10 7/4/04 6/22/10
Hill Construction 04/29/07 4/29/10 8/14/04 8/14/10
JAG Cleaning Corp, M&M 5/7/04 4/2/10 8/25/04 5/15/10
Steven Johnson 4/25/04 4/25/10 4/25/04 4/30/10
Kitchen Appliance Mart and 8/12/04 8/12/10 111105 1/1/10
L&M Glass Co, Inc 5/1/04 511110 5/1/04 511110
LHS Construction, Inc. 04/01/08 04/01/10 04/01/08 04/01/10
MAP Insulation 10/1/07 10/1/10 10/1/07 10/1/10
Meagher Construction 6/19/04 9/2/10 6/23/04 6/23/10
Morse's Masonry 3/10/07 3/10/10
Northern Sealcoating 10/1/07 10/1/10 4/l/07 4/1/10
Pro Fence Co., Inc. 3/26/07 3/26/10 3/26/07 3/26/10
Reed,Mel 7/21/04 7/21/10 7/21/04 7/21/10
Whiteley, W. Vernon 10/1/04 10/1/10 10/3/04 10/3/10
THE FOLLOWING
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°FTyE Tas� Town of Barnstable
Regulatory Services
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MAM
Thomas F.Geiler,Director
�prFD 9. Building Division _
Tom ferry, Building Commissioner
200 Main Street, Hyannis,MA 02601
office: 508-862 4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using.A Builder
1AXJ 7, D Y, 4410AAC14-
I, ___._.:.....: ...:_..;as.'07Mer..ofthe.subjectp�opexty_ ._......._... ..
hereby authotize -.. .:. .to`act on tny.,behalf,.
in all mattets relative to work autho=' ed.by.this building.pe -it•applicationlfot:
311
(Addtess of Job)
signatute of Owner Date
Ptint Name
i
TempParcelEdit Page 1 of 1
k
Logged In As: Wednesday,January 16 2008
Frank Schlegel New Parcel
Application Center Road System Reports Road System
The record has been added.
New Parcel Detail
New Mapparcel: 0027 602 ( '051
Street Number: 311 Unit: Dev Lot LOT 51
Road Name: PHEASANT HILL CIRCLE
Sec. Road: T/R: C
Villlage: 07- Cotuit
Part of M/P: MAP 002 PCL 002
11,
Plan Ref: jPLBK 617/69-75 (APP 7-62)
Date Added:
Updated:
�pdate ' D ete AddAnotfier
http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008
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REScheck Software Version 4.3.0
Compliance Certificate
Project Title: THE SURFSIDER MODEL+ SUNROOM
Energy Code: 2006 IECC
Location: Barnstable,Massachusetts
Construction Type: Single Family
Conditioned Floor Area: 1482 ft2
Glazing Area Percentage: 9%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor.
COTUIT MEADOWS BAYSIDE BUILDING,INC.
Compliance: . trade-off
Compliance: Maximum UA:297 Your UA:292
AssemblyGross Cavity Cont. Glazing UA
or D.•
Perimeter U-Factor
TOTAL CEILING:Cathedral Ceiling(no attic) 1482 30.0 1.5 48
Skylights:Metal Frame with Thermal Break:Double Pane with 16 0.31.0 5
Low-E
SHGC:0.31
TOTAL WALL:Wood Frame,24"o.c. 2060 19.0 1.5 102
TOTAL WINDOWS:Wood Frame:Double Pane with Low-E 150 0.310 47
SHGC:0.31
Door 1:Solid 42 0.280 12
Door 2:Glass 42 0.310 13
SHGC:0.31
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1482 19.0 1.5 65
Furnace 1:Forced Hot Air 93 AFUE
Air Conditioner 1:Electric Central Air 13 SEER
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 2006 IECC requirements in
REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title:THE SURFSIDER MODEL+SUNROOM Report date:02/03/10
Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 1 of 3
REScheck Software Version 4.3.0
Inspection Checklist
Ceilings:
❑ TOTAL CEILING:Cathedral Ceiling(no attic),R-30.0 cavity+R-1.5 continuous insulation
Comments:
Above-Grade Walls:
❑ TOTAL WALL:Wood Frame,24"o.c.,R-19.0 cavity+R-1.5 continuous insulation
Comments:
Windows:
❑ TOTAL 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:
Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements.
Skylights:
❑ Skylights:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor.0.310
#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/fruss:Over Unconditioned Space,R-19.0 cavity+R-1.5 continuous insulation
Comments:
Floor insulation is installed in permanent contact with the underside of the subfloor decking.
Heating and Cooling Equipment:
❑ Furnace 1:Forced Hot Air:93 AFUE or higher
Make and Model Number:
❑ Air Conditioner 1:Electric Central Air: 13 SEER or higher
Make and Model Number:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM
E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from
insulation.
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.
Vapor Retarder:
❑ Vapor retarder is installed on the warm4n-wmter side of all non-vented frame ceilings,walls,and floors;or it has been determined that
moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided.
Project Title:THE SURFSIDER MODEL+SUNROOM Report date:02/03/10
Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 2 of 3
yf Comments:
Materials Identification and Installation:
Lj Materials and equipment are installed in accordance with the manufacturers installation instructions.
Lj Insulation is installed in substantial contact with the surlace being insulated and in a manner that achieves the rated R-value.
LI Materials and equipment are identified so that compliance can be determined.
Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Ll Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications.
Duct Insulation:
Li Ducts in unconditioned spaces or outside the building are insulated to at least R-8.
Ll Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6.
Duct Construction:
❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and
mechanically fastened.
Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure
systems.Tapes and mastics are rated UL 181A or UL 181 B.
Lj Building framing cavities are not used as supply ducts.
Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts.
Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International
Mechanical Code.
Temperature Controls:
LJ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Heating and Cooling Equipment Sizing:
O Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code.
Circulating Service Hot Water Systems:
LI 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:
Lj HVAC piping conveying fluids above 105 degrees F.or chilled fluids below 55 degrees F are insulated to R-2.
Certificate:
Lj A permanent certificate is providedon 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.
NOTES TO FIELD:(Building Department Use Only)
Project Title:THE SURFSIDER MODEL+SUNROOM Report date:02/03/10
Data filename:C:\Program Files\Check\REScheck\SURFSIDER+SUNROOM.rck Page 3 of 3
2006 1ECC Energy
Efficiency Certificate
Ceiling/Roof 31.50
Wall 20.50
Floor/Foundation 20.50
Ductwork(unconditioned spaces):
Window 0.31 0.31
Skylight 0.31 0.31
Door 0.28 0.31
Forced Hot Air Furnace 93 AFUE
Electric Central Air Conditioner 13 SEER
Water Heater:
Name: Date:
Comments:
"f
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 J
LOT#51 COTUIT MEADOWS Q Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)............................................................................................................•-••--.110 mph 10Wind 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 5 2 stories Q
RoofPitch ..........................._............_...._..._..._..............._....(Fig 2) .................................................12<_ 12:12 Q
MeanRoof Height .....................................................................(Fig 2)....................................---...........16 ft <_33' Q
BuildingWidth,W ..............................................................(Fig 3)................................................. 24 ft 5 80' Q
BuildingLength,L ...............................................................(Fig 3)..................................................48 ft <_80' Q
Building Aspect Ratio(L/W) ......... .......... _...__... ......._..(Fig 4).. _............_ . .... _..__...........1.25 <_3:1 Q
Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections._.....................(fable 2)................................................................ Q
2A 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)........:.......................................... 45 in. Q
Bolt Spacing from endloint of plate ............................(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
PlateWasher.................................................................(Fig 5)., .....•••___..............._......._.......>_3"x 3"x%" Q
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q
Maximum Floor Opening Dimension...................................(Fig 6).....................................................9 ft<_17 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 Shea►wall................(Fig 7)......_._.._..__._.................__......_.......__ft <_d N/A
Maximum Cantilevered Floor Joists
Supporting Loadbearing.Walls or Sheatwall..__._..........(Fig 8).................................................... ft <_d N/A
FloorBracing at Endwalls...................................................(Fig 9)_........................................_......................... Q
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q
Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..........................3/4 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
WallStory Offsets ........................................................(Figs 7&8)........................................... ft <_d N/A
i
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 It 0 in. Q
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10).................................................................. Q
WSP Attic Floor Length................................................(Fig 11).............................................. ft aW/3 N/A
Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..............................................26 ft z 0.9W Q
and 2 x 4 Continuous Lateral.Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... NIA
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).............(fable 6)..............................................................6 Q
Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(fables 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.511' Q
Sill Plate Spans ........................................................(Table 9)...........................................3 ft 0 in.<_11' Q
Full Height Studs (no.of studs)...................................(fable 9)..............................................................3 Q
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans.............................................................(fable 9)..........................................9 ft 0 in.512' Q
Sill Plate Spans.....................................................:.....(fable 9).................................._ft_in.512" N/A
Full Height Studs(no.of studs)...................................(Table 9)..............................................................3 Q
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Q
SheathingType.............................................(note 4)..........................................................WSP Q
Edge Nail Spacing.........................................(fable 10 or note 4 if less)..............................3 in. Q
Field Nail Spacing...... ......... ......... ........(Table 1.0).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(fable 10)............................................................4 Q
Percent Full-Height Sheathing.......................(Table 10)........................................................52% Q
5%Additional Sheathing for Wall with Opening>6V(Design Concepts)..................... Q
Maximum Building Dimension,L
Nominal Height of Tallest Opening2.............................._......................._.......__......6'-8"<_6'8° Q
SheathingType.............................................(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 Q
Percent Full-Height Sheathing.......................(Table 11).......................................................36% Q
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A
Wall Cladding
Ratedfor Wind Speed?..........................._..........................._.....__..__._......._..._...._..........._............................ Q
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CNm 5301.2.1.1)1
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) 0
Roof Overhang ...................................................(Figure 19)..............2/3 ft:5 smaller of 2'or U3 0
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12)...............................................U=236 plf 0
Lateral.....................................:.......(Table 12)...............................................L=176 plf 0
Shear..............................................(fable 12).................................................S=77 plf 0
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)...(fable 14)...:...................................L= lb. N/A
Roof Sheathing.Type...................................................(per 780 CMR Chapters 58 and 59)............ 0
Roof Sheathing Thickness........................................... ...............................................518 in.>_7/16"WSP 0
Roof Sheathing Fastening...........................................(Table 2)............................................................8d 0
LOT#51 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. Comer 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 FulkHeight
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shalt 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 shalt occur over and be naited 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
4 .
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance(7s0 CMR 5301.2.1.1)1
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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 CNm 5301.2.1.1)1
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Foundation . :Certification Jn Barnstable, Cotuit, Malo , ' ...02635
Location: ` Lot 51 Pheasant Hill Circle
Subdivision of.Barnstable Assessors Map: 002 Parcel: 02. Baxter Nye ; Engineering & S.urveying
Flood. Zone, C ® FIRM Community Panel Number No. 025551 0021 D
x
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 Page 158 Hyannis, MA 02601
Minor Modification No. 1 @:Deed.Book 22249 Page 282 Phone:- (508) 771-7502 Fax - (508)-771-7622
Job Number: 2005-214' Scale : 1 = 20' 02-23.-2010
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LOT_52
At2316'1S"
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11-41 N
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EXISTING Cd
-FOUNDATION
N (LOCATION DATE: 02-22-10)
T. 0. F. 51.4' 3
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a / 2.0 CY)13 9 no �n a�'
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14'01 LOT 51 .0
N 9,575t S.F.
?s.s' 0.22t. ACRES
4
S 84'48'16" E
/ OPEN SPACE
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a
1 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 ` 'Of
BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO , y
U.
PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA. tg H
b. 2W74
THIS PLAN IS NOT TO RECORDED NOR IS. IT TO BE USED TO ESTABLISH PROPERTY LINES. o�
�. ►STEQ�
2 23. 10
REGISTERED PROFESSIONA LAND SU VEYOR - BAXTER NYE ENGINEERING & SURVEYING DATE 'Z •23 ,o
C
L;
ce
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
CONCERN).
00
SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
Q
WILDLIFE PER NHESP MAP OCTOBER 1, 2006 'ESTIMATED
Z HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS
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 CMR 10)
SITE IS WITHIN A STATE APPROVED ZONE II GROUND WATER
RECHARGE PROTECTION AREA
Q VEGETATED 12" CONSTRUCTION NOTES:
/ / I DEEP RAIN
GARDEN (125 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
C.F. STORAGE) SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED
TOP=49.0/BOTTOM=48.o 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.
3 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM
LOT 52 THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,
/ DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.
,� 3. SEWER BUILDING CONNECTIONS:
/ 4�.89 3 f&G N 73.16'15" - MIN. COVER SHALL BE 3 FT.
/ l 49. 104.g2. W - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER
/ SMH 3 48. Pip? �� 50.0 �� UTILITIES AS REQUIRED BY BARNSTABLE DPW.
/ S : T 49.0 4Nq`� p - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1
i
0 48.9 N- 18'0, o
36.7'
50.
l 3 WA7z7R .01
V y 3 + xR�1C t i�
' y 49.0 \ c� � 6b,
�
\ Cotuit Meadows Subdivision
INV.-
IV \ \
42.11 /� , �, s \ 50.1 Cotuit-Barnstable, Massachusetts
3C9 62 " S + 0 14.0. I, 3 PREPARED FOR
•a�Mi v1 q��J� ° 2.0 ' RSUN 49.5 COTUIT EQUITABLE HOUSING, LLC
Ojj�i�/cY /OUT i INV.- / �h
/ Cr.. c, 0 43.41 // P. 0. Box 95
47.0 / 50.1 14 0.
x 0 L T 51 i Centerville, MA 02632
C-) �� R 9,57 S.F. ! TrrLE
•0 0.22f ACRES
Site Plan
x
49.0 , ; Lot 51 Pheasant Hill Circle
3
/ 49.0 x / i 49.9 x /
� y
a OPEN SPACE S 84.48 t 6- E / BAXTER NYE ENGINEERING & SURVEYING
J / /
Registered Professional
Engineers and Land Surveyors ,j OF1,
VEGETATED 12" 8
v ��cs'" sq
3 DEEP RAIN GARDEN 78 North Street, 3rd Floor, Hyannis,MA 02601
a / w (a25 C.F. STORAGE) PROVIDE (1) 6' OIA. x 6' DEEP LEACHING Phone- (508) 771-7502 Fax - (508) 771-7622 0� o
TOP-48.0/ `
'BOTTOM-47.0 BASIN W/ 1' STONE SURROUNDING (OR C
�I ALTERNATE EQUIVALENT VOLUME-289 CF) \ 18
0: CONNECT ALL ROOF DOWNSPOUTS TO
O I LEACHING'BASIN 20 0 20 60 �S GlSTER�Ga��
e \
o \ S�nNAL E�
SCALE IN FEET
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3 SCALE: 1' = 20' DATE: 02-12-10
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REV. DATE: REMARKS
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Lot 51
u�
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O
N
z DRAWING NUMBER
0
0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw
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2005-214
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