HomeMy WebLinkAbout0060 OSPREY DRIVE �o ms��- ��,v�
_ �-7- 6a' o o� - d o a -a �'�
, ,
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map e �o� Parcel Via. o d Y Application #
Health Division Date Issued 10, � !�
Conservation Division Application Fee o
Planning Dept. AA �� 36:�� Permit Fee
o�
Date Definitive Plan Approved by Planning Board A/)
Historic - OKH _ Preservation/ Hyannis ,,pp
Project Street Address J' ?lecV 'De� U�
Village G6 70 7-
CD7v rr jr,_—B?d,rT o v5 1416 -
Owner L 4Lc_ Address )3,Q K 9
Telephone 77l— D�6
Permit Request T) r-6>057/1G4f7 4 6F,6 ,021A Z 64Tfl �(Z4AJE/7�-
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed ? Total new ! S6
Zoning District eF Flood Plain C Groundwater Overlay 610 r -4:
Project Valuation 13j, J� Construction Type
Zit
Yp
Lot Size 33
Grandfathered: ❑Yes ❑Ao If yes, attach supporting Noc entation.
CD
Dwelling Type: Single Family L Two Family ❑ Multi-Family (# units) m
Age of Existing Structure Historic House: ❑Yes &t o On Old King's Highway i s MI o
Basement Type: (Full ❑ Crawl ❑Walkout ❑ Other cra ' M
r
Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) -7 M
Number of Baths: Full: existing new OL- 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: &(/Gas ❑ Oil ❑ Electric ❑ Other
Central Air: ❑Yes YNo Fireplaces: Existing New 1) Existing wood/coal stove: ❑Yes ZNo
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
/q)e 1
Attached garage: ❑existing inew size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals-- Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes 3 No If yes, site plan review#
Current Use y,4C tA/T LD E Proposed Use 6/,aezz Fi44t(L Y 146 &e-
APPLICANT INFORMATION
(BUILDER OR HOMEOWNER)
- Name A �: Telephone Number
Address / li' i 95— License# 60 561 -
Home Improvement Contractor#
Worker's Compensation # acF
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO J��dVZ4
SIGNATURE DATE Z`L< <O
FOR OFFICIAL USE ONLY
APPLICATION#
t
DATE ISSUED
MAP/PARCEL NO.
ADDRESS VILLAGE
OWNER
t
DATE OF INSPECTION:
' FOUNDATION f3fo o to �10
F _
FRAME It Ire roR-
INSULATION Bl AI o
FIREPLACE
ELECTRICAL: ROUGH FINALte
f
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.-
s
r
:t
C
3 Nl issachusetts- Department of Public:S:afeti
Board,of Building Regulations and Standards
Construction Supervisor License
_License: CS 5645.
i _ I
Restrictedto 00 A
BRIAN T D CEY:`�`;Us
ti R r
PO BOX
CENTERVILLE MA02632
Expiration 4/19/2012
C oRum, inner., Tr# 21209
:> - r
k
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: WWW.Mass.Gov/DPS
1
N.
k
. y
f
' Vie Commonwealth of Massachusetts
Department oflndustrial Accidents
Office of Investigations
' a 600 Washington Street
'Jy< Boston,MA 02111'
wtivw.mass.gov/dia '
Workers'Compensation Insurance Affidavit: Builders/Coiitractors/Electricians/Plumbers
A_pl7licant Information .Please Print Legibly
Name(Business/Organization/bdividual): 6/+4 Z9 &J`LPYA16 /L/C
Address: .80K
City/State/Zip: 0 2637— Phone.#: 771 0VO
Are you an employer?Check the appropriate bo :Type of project(required):,
1.❑ I am a employer with 4. &I am a general contractor and I 6 F]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, C]Demolition
workin for mein an capacity, employees and have workers'
g y p ty, 9, []Building addition
[No workers' comp,insurance comp, insurance.$'
required.]
5. [] We are a corporation and its 10.❑Electrical repairs or additions
'3.❑ I am a homeowner doing ill-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 13,[] Other
employees, [No workers'
comp.insurance required]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information
t Horneowners,who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew 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-contractors have employees,they must provide their workers'comp.poicy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is.the poCicy and job site'
information.
Insurance Company Name:
Policy#or Self-ins.Lie,#: / F 4jQ 7_;� V66 ~40 Expiration Date: l l l(
Job Site Address: ik O.:�YPIeF—V 3K<Ile- 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 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 maybe forwarded to the Office of
Investigations of the MIA for insurance coverage verification '
I do hereby certify under the pains•and penalties of perjury that the information provided above is true and correct.
Signature: / � Date•
Phone#• `7`2 m !Q L`
Official use only. Do not write in this area, to be completed by,city or town offrciat
City or Town: ' Permit[License#
Issuing Authority(circle one):
A.Board of Health 2.Building Department 3,City/Town Clerk 4,Electrical Inspector 5.Plumbing Inspector
6, Other
Contact Person: Phone#:
Bayside Building Inc. Certificates of Insurance 2010
Sub Contractor General Liability Workers Comp
All Cape Garage Door 06101104 ! 10/07/10 06101104 ! 06101111
Aluminum Products of Cape 08115104 08115111 08115104 ! 08115111
Anthony Averinos 07120104 04106111 07125104 ! 07125111
Besse Landscape&Nursery 04130107 04130111 05118107 07117111
Baxter Nye Engineering&Surveying 08111105 08117111 08120104 08120111
Bortolotti Construction 03107104 03107111 03107104 03107111
Cape Cod Copper 02107108 02107111 04104108 04104111
Cape Cod Marble&Granite 07101105 07101111 08116105 i 08116111
Cape Concrete Forms 06105107 08112111 12107107 06108111
Carpet Barn Inc 01101106 05101111 01101105 01/01/11
Casella Waste Management 04130108 04130111 05101108 05101111
Central Vacuum House 12101105 12101110 01/01/07 01/01/11
Chaves,Robert 08113104 08113111 12117104 12117110
Christopher Costa,Inc. O1122108 . 08105110 02106107 j 02106111
Cornerstone dba Tony Arede 03110106 10122110 03117106 02101111
Dartmouth Pools&Spas 01101108 01/01/11 01101105 01/01/11
Davids Building&Remodel 01101107 01/01/11 06114104 06114111
D.P.Fuccillo Construction Inc. 10120106 10120110 10/20/08 j 10123110
Fast Glass Service 08108109 08108111 04107109 04107111
Govoni Land Services 05131104 06122111 07104104 I 06122111
Hill Construction 04129107 04129111 08114104 j 08114111
Joyce Landscaping 11115104 11115110 11115105 11/15110
Kitchen Appliance Mart and 08112104 08112111 01101105 01/01/11
Electronics -
L&MGlass Co,Inc 015101104 05101111 05101104 05/01/11
MacDonald Concrete Finishing 01109104 01109111 04107104 01109111
MAP Insulation 10101107 10/01/10 10/O1/07 10/01/10
Meagher Bros. Construction(DECKS) 04125109 03124111 11109108 11109110
Meagher Construction(ROOFER) 06119104 03113111 06123104 I 06123111
Morse's Masonry 03110107 103110111 10111108 10/11/10
New England Concrete Solutions 04101110 04101111 03123110 03123111
New England Home Technologies O1122110 01122111 01122110 01122111
Northern Sealcoating 10101107 10/01/10 04101107 j 04101111
Northside Design Associates 01115107 01115111 11130106 11130110
Pastore Excavation Inc. 06105108 06105111 10112108 10112110
Pro Fence Co.,Inc. 03126107 03126111 03126107 03126111
Reed, Mel 07121104 107121111 07121104 07121111
Sprinkle Home Improvement 07101108 07101111 01101109 01/01/11
Steven Johnson-SMJ Carpentry 04125104 j 04125111 04125104 04130111
Anthony Spagnuola dba Spags 04102107 04102111 08111107 ! 08111111
Viola Associates Inc. 04129108 04129111 04129108 ! 04129111
Walpole Woodworkers 10115106 10115110 10115106 10115110
Whiteley, W. Vernon 10101104 ! 10/O1/10 10103104 ! 10103110
Wood Floor Specialists 02103108 02103111 02103108 02103111
Page 1 of 1
Town of Barnstable'
-
"P Regulatory Services
e � _
H LE� Thomas F.Geiler,Director
Building Division _
Tom Perry, Building CominMoner
200 Main Street, Hyannis,MA 02601.
office: 508-862 4038 ' Fax: 508-790-6230
Property Owner Must
Complete and Sign Tbis Section
If Using .A. Builder
, hl�wv ._1*W4 -
G�TtJlz'
.. I, __.._........... ....:_..,as..Owner.-of the.s.ubjectptoperty .-.....:._...
hereby authorize
in all matters relative to work authodzed.bp. this building.perrnit.application for:
�0 0510,WY COW,) T
(Addtess of Job)
s
Signatute of Owner Date
T. �>A-Cj
Print Name
E
TempParcelEdit Page 1 of 1
IF
RD'o
Ay- �g
ft
worm
Logged In As: Wednesday,January 162008
Frank Schlegel New Parc
Application Center Road System Reports Road System
The record has been added.
New Parcel Detail
New Mapparcel: 002 002 068
Street Number: 60 Unit: Dev Lot: LOT 68
Road Name: JOSPREY DRIVE T/R:
Sec. Road: T/R:
Villlage: 07 Cotult _.
Part of M/P: MAP 002 PCL 002
Plan Ref: jPLBK 617/69-75 (APP 7-62)
Date Added:
Updated:
11WUpd e .Delete Add P�not ie'
v,(i✓d': 'i'n4KK;wYxsYWi�, a a�w
http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008
r
REScheck Software Version 4.3.1
Compliance Certificate
Project Title: THE EAGLE MODEL
Energy Code: 2009 IECC
Location: Barnstable,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 11%
Heating Degree Days: 6137
Climate Zone:
Construction Site: Owner/Agent: Designer/Contractor:
COTUIT MEADOWS BAYSIDE BUILDING INC
BARNSTABLE,MA
'Compliance:
Compliance:9.0%Better Than Code Maximum UA:222 Your UA:202
The%Better or Worse Than Code index reflects how dose 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.
Gross •
Assemblyor or D••
Perimeter •
TOTAL CEILINGS:Flat Ceiling or Scissor Truss 722 38.0 0.0 22
TOTAL WALLS:Wood Frame,24"D.C. 1848 21.0 0.0 90
TOTAL WINDOWS:Wood Frame:Double Pane With Low-E 155 0,310 48
Door 1:Solid 42 0.150 6
Door 2:Glass 42 0.280 12
TOTAL FLOORS:All-Wood Joist/Truss:Over Unconditioned Space 722 : 30.0 0.0 24
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 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title: THE EAGLE MODEL Report date: 09/28/10
Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 1 of 4
4}
REScheck Software Version 4.3.1
Inspection Checklist
CNJ/
Ceilings: ,
❑ TOTAL CEILINGS:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation
Comments:
Above-Grade Walls:
❑ TOTAL WALLS:Wood Frame,24"o.c.,R-21.0 cavity 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:
Doors:
O Door 1:Solid,U-factor:0.150
Comments:
❑ Door 2:Glass,U-factor:0.280
Comments:
Floors:
❑ TOTAL FLOORS:All-Wood Joist/rruss: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.
1-1 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.
Project Title: THE EAGLE MODEL Report date: 09/28/10
Data filename:C:\Program Files\Check\REScheck\THE EAGLE.rck Page 2 of 4
(9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall.
$unroonis:
❑ 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 warm-in-winter side of all non-vented framed 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.
Comments:
Materials Identification and Installation:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Q Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value.
Lj Materials and equipment are identified so that compliance can be determined.
Fi 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:
Ll 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.
Ll 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 57.8 cfm(8 cfm per 100 f:2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 86.6 cfm(12 cfm per 100 f:2 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 43.3 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 28.9 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.
Lj 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:
Lj 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:
Ll Heated swimming pools have an on/off heater switch.
Ll Pool heaters operating on natural gas or LPG have an electronic pilot light.
Timer switches on pool heaters and pumps are present.
Project Title: THE EAGLE MODEL Report date: 09/28/10
Data filename: C:\Program Files\Check\REScheck\THE EAGLE.rck Page 3 of 4
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:
❑ 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 V).
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)
i k
Project Title: THE EAGLE MODEL Report date: 09/28/10
Data filename:C:\Program Files\Check\REScheck\THE EAGLE.rck Page 4 of 4
2009 IECC Energy
IN Efficiency Certificate
Ceiling/Roof 38.00
Wall 21.00
Floor/Foundation 30.00
Ductwork(unconditioned spaces):
Window 0.31 0.31
Door 0.15 0.28
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments:
AWC Guide to Wood.Construction in High Wind Areas: 110 inph Wind.Zohe
Massachusetts Checklist for Compliance (780:cMR s301.2.1.1)1
THE EAGLE MODEL COTUIT MEADOWS Q Check
Compliance
1.1 SCOPE
Wind Speed (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 5 2 stories Q
Roof Pitch...................................:............................:...:.:: (Fig 2) ...................:.:....:......................8<_12:12 Q
Mean Roof Height .................... ............................... ......... (Fig 2).............. .................................23 ft _<33'. Q
Building Width,W ....................................................... (Fig 3)................................:...AF... 24 ft <_80': Q
Building Length, L ....................:...................................... (Fig 3)....................................
YO.......48 ft <_80' Q
Building Aspect Ratio(L/W) ............................................. (Fig 4)............. ......... ..I....... 2 <3:1 Q
Nominal Height of Tallest OpeningZ ..... ....:.:......................... (Fig 4). :,................... ...... .........6'-8„ 6,8,, Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections.................. (Table 2)...... ........:::.:.:........:...:.................:...:...
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete......:.........:...... .....:...:..:...........................:............................. .....:.......................
Q .
ConcreteMasonry.........................:........................................ ............................................................ N/A
2.2 ANCHORAGE TO FOUNDATION''3 i h
5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only 3�
Bolt Spacing:—general ......................::................. (Table 4).................................:.............. 28 in. Q
Bolt Spacing from end/joint 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 1�4;. Q
3.1 FLOORS
Floor framing members spans checked ,..... ...p ............... (per 780 CMR Chapter 55)..:.............................. Q
Maximum Floor Opening Dimension ....:.... .................... (Fig 6). ........::...................... ...._9'-0"_ft<_ 12'-
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6):.............I.......... .......... 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 <_.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)..........:...............3/4 in. Q
Floor Sheathing Fastening................................................ (Table 2).........:.8 d nails at 6 in edge/12 infield Q
4.1 WALLS
Wall Height
Loadbearingwalls....... ........... ..................... ......... (Fig 10 and Table 5),......................:7,-8° ft 5 10' Q . ..
Non-Loadbearing walls...................:........................... (Fig 10 and Table 5).......................:.........18 ft <20':::: Q
Wall Stud Spacing ..................................................... (Fig 10 and Table 5):...................16 in._<24"o.c. Q
Wall Story Offsets .....: .. ........ 8 7&(Figs ....................................... :5....::_ft d N/A
)
AWC Guide to Wood:Construction in High Wild Areas: 110 niph Wind Zone
Massachusetts Checklist for Compliance (7so:cMx 5301.2.1.1)1
4.2 EXTERIOR WALLS3
Wood Studs
Loadbearing walls....:................................................ (Table 5)......:.......................:.........2x6-7 ft 8 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);............:........ .. . 8ft 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.<_ 11' Q
...
Sill Plate Spans ...................... ..................::::........ (Table 9)........................................3 ft 0 in.<_ 11' Q
Full Height Studs (no.of studs)................................. (Table 9).............I...
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans.......................................................... (Table 9)................... ....................8 ft 0 in. <_ 12' Q
Sill Plate Spans........................................................ (Table 9)................................._ft—in.<_ 12" 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
Sheathing Type........................................... (note 4).. .........................:::.......................WSP Q
Edge Nail Spacing ................. Table 10 or note 4 if less ............................3 in. Q.
Field Nail Spacing ..........12 in.p g........:.............................. (Table 10).....................:...,.............. Q
Shear Connection(no. of 16d common nails)(Table 10)....:............. .. ......................4 :: Q
Percent Full-Height Sheathing............:,.....:., (Table 10).................................71%for two floors 0
5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)
Maximum Building Dimension, L
Nominal Height of Tallest O enin 2
9 p g .............. ................................... .......6'4 5 6'8" Q
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. Q
Shear Connection (no. of 16d common nails)(Table 11).......::.. 4 Q
Percent Full-Height Sheathing..................... (Table 11)...............................24%for two floors Q
5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)................... Q
Wall Cladding
Rated for Wind Speed?..
:.::...:. Q
AWC Guide to Wood Construction.in High Wind Areas: 110 inph 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 s 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)..........................E.:.................S=77 plf Q
Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..............................T= pif N/A
Gable Rake Outiooker........................................(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).......................................L= lb. N/A
Roof Sheathing Type....................................:........... (per 780 CMR Chapters 58 and 59) .........:.. Q.
Roof Sheathing Thickness......................................... .............................................5/8 in.>_7/16"WSP Q
Roof Sheathing Fastening......................................... (Table 2) .................I.. ..............................8d Q
THE EAGLE MODEL COTUIT MEADOWS MEETS THIS CHECKLIST THEREFORE THE FOLLING 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*rember 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-fnph Wind Zone.
Massachusetts Checklist for Compliance t7so cMR 5301.2.1.1>1
'-MEN THIS EDGE RESTS GN
FRAMINGWEW NAILS
A f 5bJr_
I - Be 11 1
1.. 11 II l
il 11 11 r -
11 II 11
II -
11
IT 0
it
Ei
11 11 11. 1
oo h ri � Q
Ir u`�e n u
n 11
II "tl Ir Ili 1
IL
it a it
1 1 K Id
C1 11 11 F,
- 11 11 l l 7
Id t
DOUBLE EWE
MA1LSPACpUC i
PASO.
See Detail on Next Page
Vertical and Horizontal Nailing
for Panel Attachment
it
AWC Guide to Wood Construction in High Wind Areas: 110 niph Wind Zone
Massachusetts Checklist for Compliance(7s0 cMR 5301.2.1.1)1
a •
za
FRAMING MEMBERS '
EDGE K ERMEDIAT£
1,
z ISm 0
3""IN
tZN
STAGGERED 3"MK
NNL PATTERN PANEL
PAWL EDGE V DOUBLE WAIL EDGE SPAC84G DETAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
Town of Barnstable R CEIPT
wt
200 Main Street, Hyannis MA 02601 508-862-4038
APPlication for Building Permit
Application No: TB-17-93 Date Recieved: 1/17/2017
Job Location: 60 OSPREY DRIVE,COTUIT
Permit,For: Building-Solar Panel-Residential
Contractor's Name: SOLAR CITY CORPORATION State Lic.No: 168572
Address: 24 ST MARTIN STREET BLD 2UNIT 11, Applicant Phone: (608)640-5839
MARLBOROUGH, MA 01757
(Home)Owner's Name: THOMAS,KEVIN C&JULIA Phone: '(774)836-3181
(Home)Owner's Address: 60 OSPREY DRIVE, COTUIT,MA 02635 `
Work Description: Install solar electric panels on roof of existing house with any upgrades,when applicable,specified by
Design; To be interconnected with home electrical system. JB-0263578 4.68KW 18 Panels
3a
Total Value Of Work To Be Performed: $7,000.00 "
Structure Size: 0.00 0.00 01- r
Width Depth Total Area
A
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance withthe.Workers' Compensation Act(Chapter 568).
I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to
accept coverage.
I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have
been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the best of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance:
Signed: Nathan Tissot 1/17/2017 (508)640-5839
Applicant Date Telephone No.
^ R
Estimated Construction Costs/Permit Fees
Total Project Cost : $7,000.00 Date Paid Amount Paid i Check#or CC# Pay Type
.. _... ..
Total Permit Fee: $85.70 1/17/2017 $85.70 X?�IX-}�Y}0{-X700C Credit Card
547----------------t _,,. __.__._M___.__.....
Total Permit Fee Paid: $85.70
t"E' Town of Barnstable
0
Building Department - 200 Main Street
9 S& * Hyannis, MA 02601
�p i639. a�� (508) 862-4038
rFo nn�'�
Certificate of Occupancy
Application Number: 201005183 , CO Number: 20110007
Parcel ID: 002002068 CO Issue Date: 01113111
Location: 60 OSPREY DRIVE Zoning Classification:
Proposed Use: DEVELOPABLE LAND
Village:
Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO
CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed
�tME, TOWN OF BARNSTABLEB �� �ti u w._,�ng
11
Application Ref: 201005183 •
* awRlvsrasl.E, Issue Date: 10/07/10
Permit
y MASS.
�ArFf7 3�a�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20102125
Proposed Use: DEVELOPABLE LAND Expiration Date: 04/06/11
Location 60 OSPREY DRIVE Zoning District Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 002002068 Permit Fee$ 688.50 Contractor BAYSIDE BUILDING,INC
Village App Fee$ 100.00 License Num 005645
Est Construction Cost$ 0
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
CONSTRUCT A 3 BEDROOM,2 BATH COLONIAL WITH AN ATTACHED THIS CARD MUST BE KEPT POSTED UNTIL FINAL
I CAR GARAGE---AFFORDABLE 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 02635
Application Entered by: RM Building Permit Issued By: � `� ✓C«�rx¢ `
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,IALLY OR-SIDEWALK OR ANY PART THEREOF,EITHER•TEMPORARILY'OR PERMANENTLY: J
ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;:MUST BEAPPROVED BY THE JURISDICTION..
STREET OR GRADES AS WELL AS DEPTH AND"LOCATION°OF PUBLIC SEWERS M.AY BE OBTA"INED,FROM"THE DEPARTMENT OFaPUBLIC:WORKS;
THE ISSUANCE OF THIS,PERMIT DOES NOT RELEASE THEAPPLICANT FROM THE CONDITIONS'OF ANY APPLICABLE SUB DIVISION%"RESTRICTIONS
.
MINIMUM OF FOLK 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).
gtpr "g, X,
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
y
J e jJOA104�Zlleka Axt--J�
C�� f
2 j3/�S /�23 J/0 1��� 2 �. �� 2
3 1 Heating Inspection Approvals Engineering Dept
Fire Dept 2 <� P rz. d o ealth
� s
�,
_�.���..
,�.�.
.�.
�.
l r }
/� � w."'�Y'.Y
���
i
TempParcelEdit Page 1 of 1
zt'gICA
<
Wla�asE""'�.'
Logged In As: Wednesday,January 16 2008
Frank Schlegel New Pa rce
Application Center Road System Reports Road System
The record has been added.
New Parcel Detail
New Mapparcel: 002 002 068
Street Number: 60 Unit Dev Lot LOT 68
Road Name: ~OSPREY DRIVE _ ? r T/R: . ( 11
Sec. Road:
2
Villlage: 07 Cotult
Part of M/P: MAP 002 PCL 002
Plan Ref: jPLBK 617169-75 (APP 7-62)
Date Added:
Updated:
Up aYe ppelete Add Another:
�r
http://issgl2/Intranet/Propdata/TempParcelEdit.aspx?ID=Add 1/16/2008
Foundation Certificlotion in B- r a n stable MA
Pre tired For. : Lot 68 60 Osprey Drive
Assessor's Map: 002 Lat' 02 Baxter Nye Engineering _ Surveying
'Community Panel Number 02555T'0021-D Registered Professional
F:I,R.M. Map Zone:. C Engineers :and Land Surveyors
.78 North Street, 3rd Floor
Hyannis, MA. : 02601
Phone, ..(508) 771-7502 Fax - (508)-771-7622
Owner: Cotuit Equitable Housing, LLC Job Number: 2005-214` Scale. : 1" 2cl' 10-13-2010
0
ca
52'S1„ E
_ N15
EXISTING FOUNDATION
o N #60
(LOCATION DATE. 10-12-10)
�n T. 0. F. 62:2'
,� . LA
2 .9
Ul
0
w LOT 68
N`OD
Za.S' 10,033t S.F.
o Zo.9` 0.23f :.ACRES
1
N S2748 25 E
LOT 67 }
c
I CERTIFY THAT TO THE BEST OF. MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN
lc
COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK .
REQUIREMENTS, ZBA APPEAL #2005-082, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN twOf
AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD:AREA; a .
i THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES.. , Lug
29874
to `13—.to tt�
REGISTERED PROFESSIONAL L ND SUR YOR BAXTER-NYE ENGINEERING & SURVEYING' DATE
IO —l3 -l0 c
r.
c
c
is
c .
•
SMOKE DETECTORS REVIEWED _.
- BARNSTABLE BUILDING DEPT. -� DeE
}
w Ln
j -
FIRE DEPARTMENT DATE J 1`
- - -- OD
-
BOTH SIGNATURES ARE REQUIRED FOR PERMITTING
— -
- -
MONOXIDE ALARMS . .
CARBON M
_ - -
MUST BE
MASSACHUSEITfS BUILD PER z X
_... - ODE 'Q
boo
El
0.110 ,
—
0 .
a
I _
�0
—
. � w
FROND`" ELEVATION _- � Z
' SCALE: 1/4 1'" -0"
IL
�9.0
-- -- -
i
- -- -
... _ 1
ta
-
..... . C3 � Q
Lu
-- --
1L � •�
-
_ILu
:3-ffL
lu
Lu,
EL —L-L.
co
TIM
j SWEET
A 1
REAR ELEVATION - :,m: ,Osa
_. SCALE: 114" 1=-0" DRAWN BY, KW
IDATEt 9/17/10
- — —
- ® In
Ln
co
Lo
-
LEFT F—L EVADON
SCALE:
tu
cl
6® _ _ � � �
tu
to
: fU
�9 0
co
LI
� v
SWEET
T4-
f� A2
•4" i'-O" J Og: 1
SCALE.- 1/ 024
_.
DRAWN BY: KW
DATE: q/17/10
N
26r_�n 14'-011_ .. ... _.
(01
121-81, IN
Ln
in
w in
L DECK _
V
12'—O" X IV-01. 5
OD
W In
,a
q
a
'- 71 o
T6M'2446LU
_.
m
I
1 X 1
0QLN Ma
�
" ..
w o KITCHEN 00 c �
VINYL .00
m
.97
e
r
—
33'_�ysi M
N268 GEILI JOISTS `
.. .. ... ... .. ® Y� Wk1
TW 2446 � � �
N 30 1/8° x 56 7/8' .. 2* I TW 2432 p N
G G30 E i
u 14'—O°� 21'—A'. N
VINYL
_ 1/8°AAx 40 7/8° �.
31-oil
n
. _ .. s
p to o.�.�. 12'-4"-X H'-O"
�i �
_.
10
O _
VINYL
'_.1T./2 = 4-10 I/2�" 13=_Ou 14'-0" : _ ul
' < \ 2jk 7sxce O.M. DOOR
�
BA
N
VINYL
tu
- _ I
eL
Ik, O
OL
x x x w vo
4r_bu 6'_li!: 51_411 61-7P1 2'-6" q'—Ou 2' 6"
26'-0n 14'-0°
- SWEET
_ FIRST FLOOR PLAN _
SCALE: 114" y. V-Oil AB
JOB: 1024
DRAWN BY= KW
DATE= q/17/10
_. .. •
C18
Ln
261-011
Ln
r°
00
Ld Ln
�o
r
X.
...
! m ,
_.
m 121-211 4" 11'-6°
2�
Tw 2446 Tw 2446
30 ua° x 66 va•: . so Ire .' x � 7iea� :' "�•
QED #2 „�,.. 3 '
r �
2� — - --- — - — UD
h
OD
ir -- -
• 31 10 i%2, � r 13 10
I
DN
co
—
t
-
1
Tw 2432 in
30.I/a x 40 7 BATS{ 2fi � �.
>
3'-ton . .
_ --- —
r n _
-. M
-- = _--
Irl i I ,
MASTER �E®Rooto
w.
e'
t'.t
3 van 2 1i:-a v2
_ - s)
77
.. .. .. ��y
N.8
..... ... .. a a .. a a ..... ..... .. .... ..
.... ... .. .::: -. .. l�
JJ JJ
tu
.. -
tu
wa
6' 1_ " _
4i 6n � 5i-4n �i_7u 3i yn
J
SWEET
Q f�
S EC®N D F I N
SCALE: 114" =::1'-0" A4
JOB= 1024
DRAWN BY: KW
DATE: 9/17/10
40:_Oa. o M
On 14_Oa:
12'-0" 3:-0" S'--4° 2'-0° - -
_ _ _
_ -
04x4 P.T: POST na a
wO"' Oi8E � toR
26" 'BIG FOOT° FOOTING .TYF. i
- — _
o f
I
OD' I . I ;: I
..
I I O
IN
S., SULKHFAD
_ ._.. x
Lf7
E T
i I oa R w� I
————--——————— — _
W
L_ � L
r ------ ----- --------i -
_. _
1
Q
i _ I
.. LU
_-----------_ ... A..
i I ZziO's
o I 2x10 fl I I
—
I. f 1_ ° w.
I 8 x 46o CONCRETE.WALL
00
p ... I , I a. 16°x10° CONTINUOUS FOOTING.TYP. � O
1 3-2x10.GIRDERLn
I .. 8 1/2 ° IA. STEEL COLUMN I >
_ 36"x36 x12 CONCRETE PAD' w
w.
I
I.
.-. //%F7Ji1��fI - -°_. 1 0amJ°-rIr.-—°Lr1—'
J
....
G—Aq'-R6A°
GEr -1 tL
FULL I . SLAB
2'-1IIII
a_co4a =
TE
PITCH TOWARD DoR 5ASE ENi r7fI i 1 1 ' i
LU
a0 NOTE;
5/8 ANCHOR BOLTS
EMBEDDED
/- SPACED 32" O.C.
12° FROM CORNERS
WASHERS 3x3xt/4°
12' $n ll' 4n DROP.WALL 10"
- ® tu I DR9 Cow—' WALLWx T
CONTINUOUS FOOTING TYP. ___— -------
n�
o
�
1-7o— __ I — ---- --- — A >
———— -- ———————— -- -- tU_O —
3�C}
tu
"t I
011
Lu
_ .
26 40' O°
lu
SHEET
FOUNDATION FLAN/ I
SCALE: 174" - 1 -O � 1
JOB: 1024
DATE: 9/17/W
t®
N
_ _ Q
:
I�
Lo
q s
w L0
RIDGE VENTRIG ..�
2x12 RIDGE SOA AT IEXTERI EDGED WIND WAS44 OF ER _
OD
T PLATE
ASPWALT SFIINGiLES--- _ _
Ln
6/8' CDX SWEAT14I SIMPSON 142.5
FASTAT ALL
12 G RAFT STOP PLATE
JUNC�e ATTIC LJ.�
jjj
CiON
BLOCKING 4'-a*o.e.
DRIP G INSULATION----, IN
IxB rFASVG�IATtNG DR _ _... R30F. ._
_.
Ix4 SECOND MEMBER
• SAYS FROM GABLE WALL
_.
ALUMINUM GUTTERS AND DOWN SPOUTS 2x8 a ® ►6 O.G•
FRIEZE HOARD'AND.MOULDING - S�A i•,
, i3 PPtNG 'b+
.1/2. GYP. HOARD
2xb EXT..STUDS 0 24° O.c. w . BATH MALL
0
6° R21 F.G. INSUL✓ .:
1/21 PLYWOOD-SNEATNING/ : n u i n
TYVEK-WRAP/W.G. S14INGL.ES
co12
S-3 V2 3-10 1/2 T3-10
rBEDROOM2x10's® Ib° O.e.
3/4° OSB
. (BEYOND)UBF ,//
. SLOa yy,
Ln
.... ... ..
200b ® Ib° O.C.- -. 2x10's 16° O.C: 2xB a ® 16 O.G:
•
L
� 5/8° FIRE'RATED
® .
L' pp
FOY GARAGE d GYP SD BETWEEN
LIVING� : L.7 :: (OPEIJ,:TO � E) VI SPACE
_.. ... .
LIVING, _. .GARAGE _�
_ r 3 _.
FtNtSH STAIRS 13R '-� '-4 I/4n
P.T. 2X6 SILL t SILL 3-2x 2 CARRIERS
LU
- 3/41 OSB SU13F1 L
1{OOR
- R3o INSUL
2x10's 0 Ib° O.C.
.:
..e:..... :. .
. ..-_
�Iz_.®._. Iv O..G.. L 4° CONC. SLAB
3-2x2 GIRT
lf
l�I
1
STAIRS I� 13R
3-2x
12GARR!
3 I/25 STEEL COUM !
Wx 7'-W° COe. WA
.DAMP PROOF BELOW GRAVE 1/2° GONGS�
VAPOR
BARRIERlu
26'-O"
OL
Ross sEers®NLU
SCALE:
-1
4-
- ,
8„1� co#{0—
�
suE
Er-
-
S2
f ,
JOB; 1024
_ t DRAWN BY: KW
DATE: 9/i7/10
TOWN OF L'RNSTABLE
Z010 OCT 7 8M 8 wig
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 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
CONCERN).
r) SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
00 WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED
a HABITATS OF RARE WILDUFE" FOR USE WITH THE MA WETLANDS
Z PROTECTION ACT REGULATIONS (310 CMR 10)."
SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP
MAP OCTOBER 1, 2006 "CERTIFIED VERNAL. POOLS."
SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER
1, 2006 "PRIORRY 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
CONSTRUCTION NOTES:
�.. 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED
J \ SMH #7 N Sp Net �, 6/25/07, SHILL HEREBY APPLY TO THIS SITE PLAN.
\ S OPE �� 2. ALL GRADING, DRAINAGE, AND UTILITY NOTES ON SHEET C-5 FROM
$MH #6 ��, �\\c THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,
q=61.12 \ VEGETATED 12 DEEP RAIN
DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN.
GARDEN (125 C.'F, STORAGE) g�" E ��� 3. SEINER BUILDING CONNECTIONS.
154.26 S H 71, `� TOP=60.0/ N 'Ig•52 ,
1 t 5 .0 H 5`, \� s� �, BOTTOM=59.0 1�.14 �--- - MIN. COVER SHALL BE 3 FT.
\ \ ,,� - SET CLEANOUTS�D MAINTAIN CLEARTABLE NCE FROM OTHER
UTILITIES MINIMUM SEWER SERVICE CONNECTION BY SLOPE SHALL BE 2.1x
.5 60
61.0
62.E
2.0
59.0 S INV.-54.M
cn Ll CLE , �' 62.0 x 61.5 N w\
\ w ouT 4» N �,\ ,,� Cotuit Meadows Subdivision
0 5.0 0 - CotultmBarnstable, Massachusetts
c \ 00. '"4 S . \4K sz.o LOT 68 �
\\ 0 d �,' v►cE� o �` x 10,033f S.F. PREPARED FOR
t+S INV.-53.79 \ �,� G0AP'40 c �\Q 61.0 0�23f ACRES POOVIDE (1) 6' DIA. x�6' DEEP COTUIT EQUITABLE HOUSING, LLC
p �`'' a dP \ o sw 61.7 �.' LEACHING BASIN W/ 1 STONE
�` o paR1VEW 1 SURROUNDING (OR ALTERNATE P. O. BOX 95
x E�VALENTECTiu VOLUME)ROOF oowNSPouTs centemille, MA 02632
M RB 61.7 � 60.5 LEACHING BASIN
0.39 TOP N � TmE
x 61. % Site Plan
Lot 68 . 60 Osprey Drive
2
VEGETATED 12M FEDoN ) �`-- BAXTER NYE ENGINEERING & SURVEYING
-60.0/
N BOTTOM=59.0
SMH5 Registered Professional
C R-59.82 Engineers and Land Surveyors �,,ZH 4F, ss
a: 1-52.82 sWH8SMH 78 North Street,3rd Floor,Hyannis,MA 02601
c0 Phone-(508)771-7502 Fax-(508)771-7622 ED Y
o. 3
20 0 20 40 s of
s� w
S \ SCALE IN FEET oNAL
q M
J� SCALE: 1* _ 20' DATE. 10-05-10
REV. DATE. REMARKS
e
LOT 68
11 Lar:Awm MAW
0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw
g
2005-214
f/1
N