HomeMy WebLinkAbout0207 PHEASANT HILL CIRCLE �a ���sQ�r �// C��e
fir' -� �`-° � " � � w6�s
'�.
, _
n
Town of Barnstable
Building Department - 200 Main Street
ILAIMSTABIZ. * Hyannis, MA 02601
9� 6 MASS. .�' (508) 862-4038
�FDMWA
Certificate of Occupancy
Application Number: 201309103 CO Number: 20140049
Parcel ID: 002002075 CO Issue Date: 05/23114
Location: 207 PHEASANT HILL CIRCLE Zoning Classification: RESIDENCE F DISTRICT
` Proposed Use: POTENTIALLY DEVELOPABLE LAND
Village: COTUIT
Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed
TOWN OF BARNSTABLE 1.1d
■5uill2010910A
ERNSTABLE, Issue Date: 12/17/13
9 MASS.
QD l639• �� Applicant: BAYSIDE BUILDING,INC
�FG N1A�A Permit Number: B 20133148
(� Proposed'Use: POTENTIALLY DEVELOPABLE LAND _Expiration Date: 06/16/14
Location 207 PHEASANT HILL CIRCLE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME
Map Parcel 002002075 Permit Fee$ 841.50 Contractor BAYSIDE BUILDING,INC
Village COTUIT App Fee$ 100.00 License Num 005645
Est Construction Cost$ 165,600
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
CONSTRUCT A 3 BEDROOM,2 BATH,2 1/2 BATH CAPE STYLE HOUSE THIS CARD MUST BE KEPT POSTED UNTIL FINAL
WITH ATTACHED 1 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: COTUIT EQUITABLE HOUSING LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: PO BOX 95 INSPECTION HAS BEEN MADE.
CENTERVILLE,MA 02632
Application Entered by: JL Building Permit Issued By:
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY:OR SIDEWALK OR ANY PARTTHEREOF,EITHER ORARML E - N L ,: ENCROA NTS ON PUBLIC PROPERTY,NO
SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL As DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE.ISSUANCE OF;THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION
RESTRICTIONS a'
MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK:
1.FOUNDATION OR FOOTINGS.
2.SHEATHING INSPECTION
3.ALL FIREPLACES MUST BE INSPECTEE,AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION).
6.INSULATION.
7.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 NULI.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 MGI,c.142A).
BUILDING.INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
J
afky-,Ie�►s►� ,.�z�Ii �
e / �
3 1 Heating Inspection Approvals ..Engineering Dept '
Fire Dept /y 2 AIrd a th
i g f,b Np/
J '
P
r�
,� ,�:..�
��}4�.N PN... ,
��
it
J:" A
!�.
f
__ ,
i $
�y.
f•.
I
�,
,,,� s
_ — a
®®� EE 0
J Too
Hill00 0Cb
I si i0 K:, D ET E cl, FRONT ELEVATION m C SCALE: I/4° I'-O°
- - ---- 1 L�I?f 13 m Pl a
Dr? DAI., a =
- u
z
w
Ll
N
w
ii X
-� 3
w O N
FA Z
ottw O
H
z�5 w
® w w
3 u
Y
w
1
SHEET
REAR EL
E , e/ f f-1I
SCALE: 1/4'�=�1- !� i1/llol JOB: 1314
DRAWN 8Y. KW
DATE: WW13
" H
U 0
w4W
V
L---J _
RIGHT ELEVATION
SCALE: 1/4" V-0"
W
V ,
Z
W
N
W
� N W O N
UUW+ o
F
® Z-15 W
W O W
3 u
Y
SHEET
A2
LEFT ELEVATION L---J J05i 1314
SCALE: 1/4' - V-0" DRAWN BT: KW
DATE: 9/9/13
5'-B' q_p•
_DECFZ14;
A L NTRT Fw—J
'. �DUT ® DW LB� POWpgK RYI _
2 U.
lx P ✓. �. y
r DINING 3/4'z46 4' - -i -
CIO .. .�. ASTER _m .
gyp' (� aIh v
£ — —————— W/ I ' -0 1/2 CI D 5B 2P N FF�y_pL! �My� w
S:.rrtuf: . —— J——1—— - • _ (3)A412BI r ^ Q .
(4)AW251 O . �/ REF ' 2 --#== cb
H
., FAMILY RM 2'3' 3 4 w•
o b n '
s2 o A 25 4rtgx. - 9'-3 yr
IT EL A ul
—————————
2
n
WIpx45 BOVEFLUSH pw
//[[''��''
xqx 25 TS—_ r Q '
-. fi LIN y�Qy m I I fi W lM1 d
RFl� - �! (� ASTE
I HATN v -
TILE
s 2a _ LIVING RM mi on T.
LIL OAK
Y _
I F/L w
'j
°
0
w
GARG AE
~ m 30
2MI0 C W-3 1/2- T-6 1/2' V-2• #W
1 3o —T 16'-o' Y Y Q
I/B .
I
I b
I Y O
I =
rxw w DmR
5WEET
1B•-o' 24,�. FIRST FLOOR PLAN -�• 1314
SCALE+ 1/4x I'-O" DRAWN BY: KW
i6 DATE: 9/9/13
- 5-10 16'-0• _ ��ful�
CLO�ET_ N---
r:
ALL
((]] 5 KNEEW
QFFICEo
OAK
s 2p B'_y [
,_i; 1^I•-l/
i'4 I _ CARPET 2f 2A
w9 5 1/2 26.... ..I, .-. TW 24410-2 i*f n�I
2� 60'a601/B' O >"
.oBwE p E tt _
cA.RPer L
N -
f
L.,......._'BATH #2 W
I LINEN A r
28 ® 5'KNEE WALL Z
_ 4 O
OPEN TO w M m
' BELOW
tu
LLI
. _ I 1 CHEEKS i 1
M.
NLU
LU
ZtoQ
III II I - m Y"-;
. Z
�1IIIII 1 �I I I QOH
-J3
4r_3.
'N
I�III I I I IIIIII III IIII I II 4 3 W O� I�u..II..III bIILI III �I B,_6. Y
W
24'-O'
63r_0.
SHEET
SECOND FLOOR PLAN 44
SCALE: 1/4'
.IOB' 1314
DRAWN By: KW
DATE: R/9/13
_
-----------------------------------� SB'-D•
2-240 GIRDER `\ W
6[6 P.T.POST
GALV.METAL POST ANCHOR I U N
2 •'BIG TUBE'PIER W/ _ O
28''BIG FNT'FOOTING TT?. i -
i DROP HALL I ROP T Oab
.. — -- — ——— — — — — -- — — _—_ - L— --
TO 36
� L J I
_.
I L0'zT'9'CONCRETE WALL I I
I I6'x10 CONTINUOUB FETING v
I e I TW 2436 []
WALK-DUT -.I 3o vB'x44 T M YS
IS,I _ av I I w 0
FULL BASEMENT POR jilj /^'� �r
3 in-CONCRETE BLAB. _ _ IT, .. w V
'i 6 MIL VA BARRIER u DROP WALL
O• 4'-9' T-d T'-0' ID'-O' IV-O.
v 6:-5• TO%• O
J f l(B)v In•wL GIRT � _
a PKT E�
3-9 In,LVL GIRDER I,: m w16 O.
•V• _ B In'DIA.STEEL COLUHN I •_6
I - B6'x%'zl2•CONCRETE PAD Y
I / V B'r-9•CONCRETE WAL
. _ -'40-I DROP — -- 16 10'CONTINUCU B F NG Ul
TMP
AT DOOR ry + S --- -------- --- I `
WALL mJ
-- -- -- V
r z
I a w
I 124'-6• - A
I ;I OFFSETSTUD
...r -- -- -- — ---- K
I WALLS I z 0
` 4'o• I I GARAGE I Q r a
4•CONCRETE BLAB NOTE:
w cxc wwF I i 5/151 BOLTS
EMBEDDED a Y
I B•x3'-v caNCRETE wALL I SPACED%'O.C. Z Q f d
ow.
CONTINUOUB FOOTING I I 12°FROM CORNERS
_ WASHERS 3°x3°xI/4'
'.I OUNDATION PLAN = 3 0
Y
SCALE: I/4" I'-O"
I DROP
I c I AT P �—
—— AT DOOR
------ ---------- --
IB'-O' i5'-9• 4'4 4'-3' i6'-d
5B:-d JOB: 1314
DRAWN BY; KW
DATE: 12/3/13
- rw
- RIGID WIND WASH BARRIER REOUIRm ry■
. RIDGE VENT AT EXTERIOR EDGE OF EXTERIOR WA V
TOP FLAT
3
2X12 RIDGE BD A SIHPEON
FASTENERS AT ALL
- RAFTER/TOP PLATE Q
11'-0• T'-0' JUNCTIdJ9 TYP.
IxBS P 16 O.C. BLOCKING 4'-O'O.C.
IN FIRST TWO JOIST AND RAFTER /• '
EOn ASFj4ALT SHINGLES - BATS FROM GABLE WALL V
ER I/3 COX PLYWOOD
• 2804 ASP4lALT 9HINGLE3 Vs,
BS P 16 C. OVER 6/B CD%PLYWOOD 0
14 DOUBLE h10 RAFTERS
IO RAFTER 1 IG'OC AT VAULTED CEILING -
13� 'HURRICANE CLIP' - • r** r w
FASTENERS AT ALL - •- 1%10 RAFTER P 16'a< w u
RAFTER/TOP PLATE 'HURRICANE CLI T ALL w
P' Q
JUNCTIONS TTP. FASTENERS j
FASCIA HEIGHT TO MTCH HOUSE 2KB's A
2R 5 P IG O.C. IG'OC JUNCTION RAFTER/TCP PLATE
P B TTP.
L-SOFFIT VENT L VENTED DRIP EDGE o
J R-13INSULATION W W
MASTER ''" Z
GARAGE 1 X 6 STUDS P W oc BATH MASTER BED Q m TQ
211'e P 24.OC M w
- WHITE CEDAR SHINGLES OVER Wm Y•
VP'COX PLYWOOD .
4'CONCRETE SLAB
-� 2KI0's P t6•CC U '
(3)13/4'•9 I/2'LVL GIRT
CONC.WALLS R-11 INSULATION-
3'-S•BY s'THICK 2'X 6'PRESSURE TREATED SILL
OVER SILL SEAL W
CONCRE E FOOTING 2'X G•PRESSURE TREATE �L
16'X 10'r OVER SILL SEAL Z
BASEMENT tu
CONc.WALLS T'6•X B• O
CROSS
•/�•'� }}��(/'`yI� - S I/3•CONCRETE SLAB —
C I\O S S SECTION ION A VAPOR BARRIER (3)n5 REBAR TOP/BOY.TTP. W'
POURED CONCRETE FOOTING (L/ N
16'%9•
SCALE: 114" = 1'-0'I
FLI
CROSS SECTION 8 zUo Z
pra o
SCALE: 114" = 1'-0" Q~O �j
LU O~
Y U
w
• f/SLEET
/ \V
JOB_ 1314
DRAWN BY: KW
DATE: 12/3/13
RIDGE VENT---- -
12O..
RIGID WIND WASH BARRIER REQUIRED 5 1/2- ` O 12
- AT EXTERIOR EDGE OF EXTERIOR
- TOP PLATE ! b•has
M BEARING OPENING U pN
SIMPSON FTJ.S FLUSH NDR -
FASTENERS AT ALL
RAFTER/TOP PLATE 'HURRICANE CLIP'
JUNCTIONS TTP. FA5TENERS AT ALL
e .. RAFTER/TOP PLATE - - ~ w
JUNCTIONS TTP.
BLOCKIN4 4'-O'O.C.
IBATSRSFRQYI GABLE WALD��� 1/52PNCDTf PLITWL�D
GL GL BED HALL m
2 X 10 RAFTER!IL'a ? yob
' -WIO X 45 STEEL I.BEAM r SOFFIT VENT -
R-191NSULATILN (� ^.•It
O
• • ALL WINI 5t TO BE ANDER50N WINDOWS M
KITCHEN . LIVING W p W •
i�i w
• ' 2><IO'e!16'OC 2.10's!W o uJ Q
9—'LVL GIRT cb
> / U
P-19 INSULATI ` W
7 X 6• TREATED SILL T Z
OVER SLL ILL SEAL
BASEMENT �
11 O. (2)a6 RE BAR TOP/BOT.TTP. 4•POURED CONCRETE SLAB
POURED C CRETE FOOTING
2a'S°t °.°. CROSS SECTION C uj
!`° U
1'SCALE: 1/4" = -01' _ z
• 2xB'S!W O.C. •HURRICANE CLIP' III
FASTENERS AT ALL
STEEL BEAM RAFTER/TOP PLATE (n
L JUNCTIONS TTP. - - J 3
W O N
N Z ,,0 Z
DINT G 0 w
GARAGE a�H w
Z�� m
u~j h
2.Iae!Ic a
- O
3 U
W
P-t9 INSULATION
(2)a5 REHAR TOP 1 BOT.TTP.
IPoI11RT CONCRETE FOOTING
BASEMENT
NOTE 5HEET -
CROSS SECT
.. (2)aE REBAR TW 1 BOT.rn. ION T�1 CONTRACTOR TO REFER JJJ��� ����ppp
J.•/ TO WFCIS ILO X BAND /\ /
CHECKLIST FOR ADDITIONAL ^ /
. ...-.. .. SCALE: I/4° = II-0° NIGH WIND TECHNIQUES
ATTACHE TO DRAWINGS JOB: 1314
DRAWN BY! KW
DATE: 12/3/13
JOINT DESCRIPTION Nue srneiNa N
EiEND NOR TO CORNER JOINT
OBL TOP PLATE - �>�Nniu ao°Nuu •
ROOF FRAMING
- (3)FULL HGT.STUDS - unaon.0 ro Fnrt (pp W�uo _
JACK ETVD - WALL FRAMING
(rnca'u Leos
NAIL TOP PLATE
TO BTM OF HDR u(rne fee)
_ W/2 ROWS OF 6d NAILS -
O 3 O.C. FLOOR FRAMING
n
- '
_ 5TRUCTURAL PANEL EADER
CONTINUOUS HEADER
NAILED Bd COMMON suc°.Nc ro siu re(re[Nanen) a-Nd a-iu em1 euea
9
O 3°O.C.EDGE AND FIELD O MU
LTIPLE TIPLE OPENINGS J�
�Ma
SHEATHING a
ti
DOOR TRIMMER STUDS - ' ROOF
e N,-op arclKrVR�I Pu:eu
J m
neLo r.r
U 4.
2-V/S ANCHOR AO
w/3' E— ea sae s u�STwcnuL -
- s5'PL ASHERS ATE W m id eocr�.nan � 3 T r
CEILING SHEATHING
Y
HALL SoTSHEAT14ING - ■_■ 7
arUos vaem w To t.oe. Nu maeip'n¢n !_
Cb
FLOOR SHEATHING
Q
. - aRu TunN I e raven W mev�nue _+ W w
mcv.nm
1 `NARROW WALL BRACING AT GARAGE DOOR O
SCALE.N.T.S. - ..
. . . . . . . . . . 16°O.C.
u a
. . . . . . . . . --- Z
o
Z%ID'S 3 2z10'S W
.C. N
(3)9 I/2° LVL GIRT —HIOX45 STEEL FLUSH Z 0 Q
3 -----------
- Y#Lu _
3 u `
y
W
Z
FIRST FLOOR FRAMING SECOND FLOOR FRAMING ~
SCALE: 1/5' I'-O°
SCALE: 1/B" � 1'-O"
FFF
SHEET
A
JOB: 1314
DRAWN ST: KW
DATE: 12/3/13
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map- 1369 (,�3
Parcel �— ;ppliocation #
Health Division Date Issued
Conservation Division Application Fee 00
Planning Dept. Permit Fee � ��caco �
Date Definitive Plan Approved by Planning Board _
Historic - OKH _Preservation/Hyannis
Project Street Address �� � cz5 ar �f Cl►'C
Village ytV 1 -1-
Owner c_,o t 2 i't Ea ui ta,b)f 400 S 1 '►'L q Address B O >C 9 , C_�+e.-V 1 PUL
Telephone 0'9 - -7 "? - 1 C� Ll O
Permit Request To c_o n St ru Cam- 4L- 3 B e_ ckro o r�n , 2 B c.,t"�i
okraGe .
Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new
' _4
Zoning District Flood Plain C- Groundwater Overlay 2 C
Project Valuation I Co C>UO Construction Type W o o J-
Lot Size 3 , `� `1 O S -F-- Grandfathered: ❑Yes ;ZNo If yes, attach su' 'porting ddgcurr Ttation.
Dwelling Type: Single Family Two Family ❑ Multi-Family (# units)
Age of Existing Structure Historic House: ❑Yes ,dNo On Old King's ighway:4U Yes30 P/No
rn
Basement Type: ;dFull ❑ Crawl ❑Walkout ❑ Other
Basement Finished Area (sq.ft.) 0� Basement Unfinished Area (sq.ft)
Number pf Baths: Full: existing new Z. Half: existing new
Number.of Bedrooms: existing 3 new
Total Room Count (not including baths): existing new First Floor Room Count
L_
Heat Type and Fuel: was ❑Oil ❑ Electric ❑Other �I
Central Air: �es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes UNo
Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_
Attached garage: ❑ existing ,knew size _Shed: ❑ existing ❑ new size _ Other:
14 xZ-t . 5-
Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑
Commercial ❑Yes U'N"o If yes, site plan review#
Current Use V a C.aM-i- t.--0 -)- Proposed Use 5,' ► D A J - f"cl� I .11i 40
'a-e,-L c -
APPLICANTINFORMATION_
(BUILDER OR HOMEOWNER)
.rt,
Name 'Q r � o,,--\ D c-- Telephone Number S O S"-7'7 11-l O L I 0
Address So,< 9,5- , C_S-Y1.fe-rU► ) �-P License # _S�
Home Improvement Contractor#
Worker's Compensation # oo 3 O G 2-
2-ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE I 1 I 19I 2_013
i
I
FOR OFFICIAL USE ONLY
I: -
;APPLICATION#
'DATE ISSUED
lx MAP/PARCEL NO.
{
ADDRESS VILLAGE _
OWNER
i
I DATE OF INSPECTION:
FOUNDATION
5�vi o� o� 3��8 RA(C)C
i
FRAME
INSULATION n hY
FIREPLACE
r� -
! ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
f. GAS: ROUGH FINAL
FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO. _
i`
I
r'
-
Departrnent cifIndustrid Aeeidents
Office of Irzves gadens
600 Mashington,street
:. Bastar;MA 02111
Trwiv.rracass aov/d.I.a
Workers' Carrlpensatic insurance A daN t: Builders/Contracto s/Electricials/P-lumbers
Ap.l3llcant Information
... Please Print Legibiy
Name(E u> , ss/orgamzation/Indiv:dual):
Address: . J2;0 11C
City/State/Zip:C.9V 1 V 101,6' e --47, Phone
Are you an employer?Check theIpgrapraate bc� Iype of project(required):
1.❑ I am a employer with 4. FI Ln a general contractor and i s ew construction
employees(full and/or.part=time).* have hired the sub-contractors.
2.0 I am a sole proprietor or partner-
listed on the attached sheet 7. . Remodeling
ship and Rave no employees_ These sub.-contractors have 8.. Demolition . :
working for me'many capacity. workers' comp.insurance 9 El Building addition
No workers' comp.insurance 5. ❑ lie area corporation and its :•
required.] officers have exercised then 10.:0 Electrical repairs or additions
3.❑ I am a homeowner doing all work right of exemption per MGL 11.FJ Plumbing repairs or additions
myself NO workers' camp: e:.152, §1(4),and we have no 12.0 Roof repairs
insurance required]:t employees.-[No.workers'
comp.insurance required.]
13. Other
*Any applicant that checl;s boi#1 must also fill out the section below showing their worY.eis'compensation policy information:
t Homeovmers woo,submit this affidavit�ndiCating they are doing all work and then hire outside contractors must submit a new affidavit indicating such
$Contractors that checkthis box must attached an additional sbeet showing the name of the sub-oontractors and their workers'comp..policy information.
I ain an ernplayer that is pNaviding.Tvor°kegs'enmpensadGn.insur-ar€ee for zny er11F. 10 gees. Below is tine poly and job sire
Insurance Company Name:.. e�
E iration Date: fD
Policy#or Self-ins.Lie.#:_UQ 1 :3 O (0 2 2 - _
Job site Address: h h ea5a C.►.r-G:� e- City/state/zip: Gr-):+ ,
�-1- � � ..� � +f M
Attach a copy of the workers' compensation policy declaration pabe.(shovi rlg the policy dumber and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can the iryposition of.criminal penalties of a
fine up to $1,500.00 and/or one-year nnprisomnEllt, as well as civil penalties in the foim of a:STOP WORK ORDER and a i�e
of up to$250.00 a day.against tLe violator. Be.,advised that•a copy of this statem6nt may Ue forwarded to the Office of
Investigatioss,o€the DIA for insurance coverage verification.
I do hereby eer dly' under thepains andpzrraTYfes ofRerjury ilsat thi e infor tna ionprovided above is tive&rid correct_
II::zD
Si-matare: - Date: 3
Phone : 0 $_ -71 — / o q
Official Use Qrtl Do riot Ti,r Ile In ds area,to be co*,,mple'.ted by city or raw-t of iciar
City or Tovim- Pe miliLicense
Issuing Authority (circle one):
:1.Board Cs Health 2.Building Departr`?ent 3.Cityfro-vtu Clerk 4.Electrical Inspector 5.PlambingInspecto�L
6. Other
Contact Persan: Phone#:
Subcontractor's Insurance 2012
} GL:Pohcy', GL Policy WC Policy WC Policy
Sub Contractor Effectove Date Expiration, Effective DateExpiration
_ . .
All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 03/01/14
Baxter Nye Engineering&Surveying. 508-771-7622 08/11/05 09/29/12.. 08/20/04 01/20/14
Campbell,William 508-790-3517 08/26/04. 08/26/12 07/13/04. 07/13/14 .
Cape Cod Marble&Granite 508-771-2900 07/01/05: 07/01/13 08/16/05 05/13/14
Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 06/13/14
Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 02/13/14
Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 04/13/14
Christopher.Costa&Associates,.Inc. 01/22/08 08/27/12 02/06/07 04/13/14
Coy's Brook,Inc. 508-394-8442 04/24/04 04/24/13 09/21/04 03/13/14
Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 01/13/14
Hill Construction 508-888-8154 .04/29/07 04/29/12 : 08/14/04 06/13/14
Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 07/13/14
Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01M. 02/13/14
MAP Insulation 508-888-3599 10/01/07 10/01/12 . . 10/01/07 05/13/14
Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 06/13/14
Pastore Excavation Inc. 06/wm:: : : 06/05/12 10/12/08 OM3/14
Wood Floor Specialists: 5087888-3958 1 02/03/08:. 02/03/13 02/0 m : 03/13/14
- 1
REScheck Software Version 4.4.1
Compliance Certificate
Project Title: THE OSPREY MODEL
Energy Code.: 2009 IECC
Location: Barnstable, Massachusetts
Construction ype: Single Family
Glazing Area Percentage: 13%
Heating Degree Days: 6137
Climate Zone: 5
Construction Site: Owner/A ent:
9 _.
Designer/Contractor: ;
COTUIT MEADOWS BAYSIDE BUILDING,INC.
Compliance:Passes usihg UA trade-;off
Compliance:4.0°/.Better Than Code Maximum.UA::321 Your Llk 3108
The%Better or Worse Than Code index reflects how dose to compliance the house is based on code trade-off:rules:
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Gross
Assemblyor or D••
Perimeter U-Factor
Ceiling 1:Flat Ceiling or Scissor Truss 864 38.0 0.0 26
Ceiling 2:Cathedral Ceiling(no attic) 611 30.0. 0.0 21
TOTAL WALLS:Wood Frame,24"o.c. 2291 .21.0 00 110
TOTAL WINDOWS:Wood Frame-Double Pane with Low-E: : 226 0.310 70
Door 1:Solid - 42 0.280 12
Door 2:Glas§ 63 0.310: 20
Floor 1:All-Wood Joist/Truss:Over.Unconditioned Space 1475 30.0 0.0 49
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.
Nam -Title Signature Date
Project.Title: THE OSPREY MODEL Report date: .1.1/20/12
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.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.insulatiom
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:
❑ 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:
0 Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between:
window/doorjambs 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:orretainer 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 OSPREY MODEL Report date: 11/20/12
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.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.
(9 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.
0 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 118.0 cfm(8 cfm per 100 ft2 of conditioned floor area).
(2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 177.0 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 88.5 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 59.0 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:
Cj 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.
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 OSPREY MODEL Report date: 11/20/12
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.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 OSPREY MODEL Report date: 11/20/12
Data filename:C:\Users\Fine Line Design 1\Documents\REScheck\THE OSPREY.rck Page 4 of 4
2009 IECC Energy
Efficiency Certificate
Insulation Rating R-Value
Ceiling/Roof 38.00
Wall 21.00: .
Floor 1 Foundation 30.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.31 . 0.31
Door 0.31 0.31
CoolingHeating&
Heating System:
Cooling System:
Water Heater:
Name: Dater
Comments:
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780.CMR 5301:2:1.1)'
OSPREY MODEL COTUIT MEADOWS Q Check
Compliance
1.1 SCOPE
Wind Speed(3=sec.gust).... 110 mph Q
WindExposure Category....... . ...... ......... . ....... ......... . ...... :........... ............. ............... .:.......B Q
1.2 APPLICABILITY
- Q
Number of Stories(a roof which.exceeds 8 in 12 slope shall be considered a story).::....2 stories <_2 stories
RoofPitch:..........................................................................:.(Fig 2)......................:,..... ..........12:-12 12
Mean Roof Height......... (Fig 2). :.. :.:...:::........ . ........... :.....:...:.18 It <_33' Q
Building Width,W.......................:.... .................:...:..(Fig 3)......................... ..:..................... "ft :5:80' . .: Q
BuildingLength, L............................ ............:......'............(Fig 3)........:.::........................................64 ft <80' [� .
Building Aspect Ratio(L^......................... ..:..............(Fig 4)..:.. ......:.......................:..........1.5 <_3:1 Q
Nominal Height of Tallest.Opening?........:.. .::.................. ......:..(Fig 4).......................:....:.......::.................6'-8"s6'8 Q
1.3 FRAMING CONNECTIONS:
Genera(compliance with framing connections....................(Table 2).............................:........................:.........; Q
2.1 FOUNDATION
Foundation Walls meeting requirements of:780 CMR 5404.1
Concrete........................::.:.::..:::...................
....................:::.:.::..:.....................:::.:.: NIA
Concrete Masonry..........:.:.:... .............................. .. . .................. Q
2:2 ANCHORAGE TO FOUNDATION',3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
Bolt Spacing
p g—general ........... . ........................:::.(Table 4).................,...::,:. ..................... 32: in: . :.
Bolt Spacing from endijoint of plate.....:......::...............(Fig 5)..,...............;........................12 in.:s 6"—12" Q:
Bolt Embedment .concrete................:. ;. .::.........(Fig 5).;.........,:.,.........................;. .:.... in.>7" NIA_
Bolt Embedment—masonr
y.........:.::.................. .....::..(Fig 5)....................:........:............_7_in. >_ 15" Q
PlateWasher..............................................................::(Fig 5)....................:... .........::...........>_3".x 3"x'/<" Q
.. ..
3.1 FLOORS
Floor framing member spans checked.:..............................(p:er 780 CMR Chapter.55) ..................... .......:: Q
Maximum Floor Opening Dimension .......... .................................,_9'4'. ft<_12'
p g .:......:. .....::.(Fig 6)........:.:.....................
Full;Height Wall Studs at Floor Openings less than Z from Exterior Wall(Fig 6).................
:...:..:..:.::......... N/A
Maximum Floor Joist Setbacks
. ..
Supporting:Loadbearing Walls or Shearwall.......... ......(Fig 7).................................:.................._ft;<d; N/A
Maximum Cantilevered Floor Joists . ..
_Supporting Loadbearing Walls or Shearwall ....:.'..........(Fig 8).:,.......:.....:............. ........ ..... ft <_d N/A
Floor Bracing at Endwalls....:......................::.:...:::......::.........(Fig 9).::.:...........................................................
..... Q. .
Floor Sheathing Type ................ ..::..:.::....................::...:..(per 780 CMR Chapter 55).::::.....................::...
Floor Sheathing Thickness.......................... .........(per 780 CMR Chapter 55)........:....... :,:.......314 in. Q
Floor Sheathing Fastening............... ...... ..............:::..(Table 2)............8 d,nails:at 6;in edge/12 in field Q
4:1 WALLS
Wall Height
Loadbearin walls.............:.g .. .............::..(Fig 10 and Table 5).............,.............8'-4"ft .S 101 Q
Non-Loadbearing walls...: ....... ..................... ...:.....(Fig 10 and Table 5) <20 - Q
Wall Stud Spacing .p g .... ......................... ,..:::.........(Fig 10 and Table 5).....................1.6 in:<_16"o.c. Q
Wall Story Offsets ...:::............................ :.:::..............(Figs 7&8)............................... :..... . ft <_d N/A_
AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts. Checklist for_ omphance(780 CMR 5301.2.1.1)1
4.2 EXTERIOR WALLS'
:
Wood Studs
Loadbearing walls .:::: .......................... .:..:.,:.........(Table 5) ......................... ,2x6=8 ft 6 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);..I ft>_W/3 N/A
Gypsum Ceiling Length(if WSP not used)................ ..(Fig 11).. ......... ............18 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
Splice Connection(no. of 16d comrhon nails)............::(Table 6).................:.:..::.:..:::................
Loadbearing Wall Connections
Lateral(no.of 16d common nails)..,,......... .............:,..(Tables 7)
Non-Loadbearing Wall Connections
Lateral(no.of.1.6d common nails)......, . (Table 8) ; ..:...........3 Q
................................
Load BearingWall Openings record lar est opening but:check all openings for com compliance to'Table 9. . ( 9 P 9 . P )
Header Spans ........ . .:. Table 9 .............3 ft 0 in. s 1.1':: Q
Sill Plate Spans : .........(Table 9).. 3 ft:0 in.<11'
..... . Q
Full Height Studs{no:of studs),,............. ...........(Table 9) :.............3
Non-Load BearingWall O enin s, record largest opening but,check all openings forcom liance to Table 9 P 9. ( 9 P 9. P ): .
Header Spans 8.ft 0 in. _
P .........:...:.....;................:...:..(Table 9).......................::.......... <1:2: Q
Sill Plate Spans..._.
....................... ......::,...::.........(Table 9).::.........:...................._.ft_in. <_ 12" N/A
Full Height Studs no.of studs)............. ..................(Table 9) .........: ...........................,3 Q 9 (
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously°
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
Field.Nail Spacing................... :....:...............(Table 1.0).................................... ..............12 in. Q
Shear Connection(no..of 16d common nails)(Table 10)..:......:.:............ ..........4 Q
Percent Full-Height Sheathing.................... :.(Table 10)................:...::..:..................................59% . ...
5%Additional Sheathing for Wall with Opening>6'8".(...........
Maximum Building Dimension, L
Nominal Height of Tallest Opening2...s.............:...:...................................... .:.....:.6'-8"s 6'8" Q
Sheathing Type ..,:...: ................... ......:.(n'ote 4)...................,.;..:... W$P:: Q
Edge.Nail.Spacing..........................:.:..::. (Table 1.1 or not if less) 3 in. Q
Field Nail Spacing.....,....... ........ ....... ...(Table 11).......................,.,..,....... :.:......:..12.in• Q
Shear Connection.(no of 16d common nails)(Table 11)...........
Percent Full-Height Sheathing..:.... ..........(Table 11)..
.......:: 31% Q.
5%Additional Sheathing.for Wall with Opening:>.6`8" :.........................:.........................
Wall Cladding ..
Rated for Wind Speed?........................................... Q
i
AWC Guide to Wood Construction in High Wind Areas: I10 mphWind Zone
Massachusetts Cheeklist for Compliance (Igo CMR 5301.2.1.1)'
5.1 ROOFS
Roof framing member spans checked?............. ....:.(For Rafters use AWC Span Tool,see BBRS Website) Q
Roof Overhang .....:.:...................:.::..... ..:.:.........(Figure 19)...:.:,..........2/3 ft<_smaller of 2'or U3 Q
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors .
Uplift .. .... . ..................... ...... Table( )......................:.. .., plf: Q
12 ...............U=236
Lateral....................... (Table 12) ......................... L=176 plf Q
_.
Shear.......................:.. ..................(Table 12)........................ S=77 plf Q
Ridge Strap Connections, if collar ties not used per page 21... (Table 13).......... :..............T= plf N/A
Gable Rake Outlooker.:.. ..........................:..;..(Figure 20).............. ft<_smaller of 2 or U2 N/A
Truss or Rafter Connections at Non-Loadbeanng 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).................:........
8. Q
The Osprey Model MEETS THIS CHECKLIST IN IT'S ENTIRETY THEREFORE THE FOLLOWING NOTE
(APPLIES:
Notes:
1 This checklist shall be met in its entirety, excluding.the specific exception noted in 2,to comply with.the requirements of
MO: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 8::shall be permitted when 5%is added:to the,percent full-height sheathing
requirements shown in Tables 10 and 11.
I. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#27grade.
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:
. 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 oflower 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
i
AWC Guide.to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance:(780"CMR 5101.2.1.1)'
,MIE
is EDGE Fam oN
r�An+INGG MEW NAILS
•
1/ 1
11 11 1
it 11 11.
1
Il
e
CL ... '.
93
It i� ii 51 1
EL
1 11 a ly
OOUOLE tDGE
NAILSPACING
}
PANEL d 1 .
See DOW on Next Page
Vertical and Horizontal Nailing
for Panel Attachment . .. .
AWC Guide to Wood Construction in High Wind Areas: 110 mph' Wind Zone
Massachusetts Checklist for Compliance (7go.CMR 530 .2a.1)'
zti
0
T
.'
FRAMING MEMBERS ..: i.)
. EDGE RtTERMEDIAT£ `�" I i
"MIN. is ..i: ... ..
.. ____-___i__�_..� _ — _ __ _.l_ _1_. ...
3»M ...
STAGGERED
AWL PATTERN PMIEL
PANEL EDGE DOUBLE NAIL EDGE SPACING DETAL
Detail:
Vertical and'Harizontal.Nailing
for Panel Attachment:
Regul.atoxy Services
4 ' }
Thomas F. Geiler,Director,
Building Di-Vision
To.nPerry, Building Commissioner
200 Main Street, Hyannis,MA 02601: .
WRIW-town.b arnstab le.ma.us
Office: 508-862-4038 Fax: 508=790-6230
Prop O r y Qvm( r Mus t
complete and Sign This Section
if Using.ABuild-er
gr,' ,Da: y
I; mar. v Coly?-- bw GL.ble fTFJ(6l/s:Ovnner of the subject property
hereb authorize
y —9aAJS I Ul �Cf %t 6i' a. to act on My behalf,
in all matters relative to work authorized bythis bi Idiu permit application for; .
(Addir-ss of Job)
20 L 33
Signa e f Owner ate
Print Name
Q TOP-MS:OwhERPERMISS10N
f
r
.. i! (on.J.f Cu CEion.Supe 61:1fta'.
Vv, Ct s
Bk95 o a
04f1912014-
t � e
k
Office of Consumer Affairs and Business Regulation
10 Park Plaza.- Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 113786 -
Type: Private Corporation
Expiration. _ 7/16/2015 Tr# 241689
BAYSIDE BUILDING INC
BRIAN DACEY
PO BOX 95/ 3 BAYBERRY SQ
CENTERVILLE, MA 02632
Update Address and return card.Mark reason for change.
SCA 1 co 20M-05/17 0 Address Renewal Employment .0 Lost Card
C=%/ze (�o��t��tarrcoealt�n�U<'G[YJJC[C�1lJeI�J
Office of Consumer Affairs&Business Regulation License or registration valid for individul use only
ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
egistration: 113786 Type: Office of Consumer Affairs and Business.Regulation
.; xpiration: . 7/16/2615- Private Corporation 10 Park Plaza-Suite 5170
.y Boston,MA 02116
BAYSIDE BUILDING INC.
BRIAN DACEY
PO BOX 95/3 BAYBERRY'SQ.
CENTERVILLE, MA 02632 Undersecretar
Y Not valid without signature.:
Duct leakage Test Form
Customer Information: Test Conditions:
Name: Bayside Building Date: 3/4/2014
Address: 1645 Falmouth road Bayberry square Time:
City: Centerville Indoor Temperature(F):
State/Zip: Ma 02632 Outdoor Temperature(F):
Phone: (508) 775-1040 Floor Area(ft2): 2125
Email: System Airflow(cfm): 1600
Cooling Size(tons): 4
Heating Size(btu): 100,000
Buildine Address: (if different from above) Primary Location of
Street: 207 Pheasant hill Circle Supply Ductwork: Basement
City/State: Cotuit Ma. Primary Location of
Return Ductwork: Basement
Comments:
System located in basement on on(two zones#1 first floor#2 second floor
Duct work in cold spaces insulated with r-8 foil faced insulation all others r-6.
All joints seams and connections sealed with 1580 Venture mastik tape UL#181b-fx
System tested after rough install with Minneapolis duct blaster.
Sheet metal permit#2 201400948
F -
Total Leakage Test Depress Press Outside Leakage Test Depress Press
Test Pressure: (Pa) Test Pressure: (Pa).
Baseline Duct Pressure(optional): (Pa)
Duct Press. Flow Ring Fan Press Flow(cfm) Duct Press. Flow Ring Fan Press Flow(cfm)
(Pa) Installed (Pa) (Pa) Installed (Pa)
25 3 95 =7 ... >
Fan Model/SN: p.
ResultsNO
Outside Leakage(cfm): ; LAJ
Fan Model/SN: Outside Leakage as%
System Airflow:
Results: Outside Leakage as%
Total Leakage(cfm): Floor Area;
Total Leakage as% 95
System Airflow:. Eric Whiteley
Toal Leakage as% W.V Rl~IQN eric@wvwhiteley.com
Floor Area: 4.4
ihFC. a 28 Village Landing
P.O. Box 1266
Ii I
W.Chatham,MA 02669
Plumbing• Heating T 508-945-1100
Air Conditioning F 508-945-5549
Since 1952 www.wvwhiteley.com
J Commonwealth of Massachusetts
Sheet Metal Permit
Date: ����_ IT Permit# � 6G��v
p ER
Estimated Job Cost:$ A D00 FEB Permit Fee: $
11 2014
Plans Submitted: YES NO .� Plans Reviewed: YES NO V
Business License # W 0 Tn\Agl1 (�F BAWTA -icense+
Business Information: Property Owner/Job, Location Information:
Name: . VErnC)kn Oh;teQ Name: . lt�l(�f0 l;a
Street: C�� Vd i- e, UM 6` Street: o(Q / / hawloL
City/Town: �1: C��a'G�Q�ti1 City/Town:
Telephone: 509- qy5 _ 1 )00 Telephone: rO
Photo I.D.required/Copy of Photo I.D. attached: YES NO
Staff Initial
J-1 /M-1-unrestricted license
J-2/M-2-restricted to dwellincs 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less
Residential: 1-2 family y Multi-family Condo/Townhouses Other
Commercial: Office Retail Industrial Educational
Institutional Other
Square Footage: under 10,000 sq.ft. V over 1.0,000 sq. ft. Number of Stories:
Sheet metal work to be completed: New Work: Renovation:
HVAC V Metal Watershed Roofing Kitchen Exhaust System
Metal Chimney/Vents Air Balancing -
Provide detailed description of work to be done:
Su J
INSURANCE COVERAGE:
I have a current liability insurance-policy or its"equivalent which meets the requirements of M.G.L. Gh. 112 Yes No❑
If you have checked Yes, indicate the type of coverage by checking the appropriate box below:
A liability insurance policy Other type ofjindemnity ❑ Bond ❑ {
OWNER'S INSURANCE WAIVER:-I;am,aware thatthe licensee does not have the insurance coverage required by Chapter 112 of the
Massachusetts General Laws,and that my'signature on this permit application waives this requirement.
{ Check One Only
Owner ❑ Agent ❑
Signature of Owner or Owners Agent
By checking this box❑,I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and
accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit,issued for this application will be
in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws.
Duct inspection required prior to insulation installation:YES NO
Progress Inspections
Date Comments
a
Final Inspection
- - - - Date - - - - - - - - - - Comments -
Type of License..
By. ❑ Master
Title ❑ Master-Restricted
City/Town ❑Joumeyperson r
Signature ol Licensee
Permit# ❑Joumeyperson-Restricted 0 r,
License Number:
Fee� "
at wnW:mass.cyovldl
Check
Inspector Signature of Permit Approval
The Comn1omt ealth of Hassachusetts
Depart�nerif of industrial Accidents
Office of b zvestigations
m.f 600 Washing-ton Street
Boston, -AM 02111
- _
mviv:m ass.;ov/dig
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Punt Legibly
i� h Isle PIS, , s I���) ,� Co i C
Name (Business/Oruanization/lndividual): V 2 Y' nun d
Address: r o o )
d \
City/State/Zip: VJ , C. N A 11, , , Phone#:
Are you an employer? Check the appropriate box: Type of project(required):
l.�] I am a employer with S 4• ❑ I am a general contractor and I 6 New construction
employees (full and/or part-time).T have hired the sub-contractors
listed on the attached sheet. 7. ❑Remodeling
2.❑ I am a sole proprietor or partner
ship and have no employees These sub-contractors have S. ❑ Demolition
and have workers
working for me in any capacity. employees 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 all work officers have exercised their I I.❑ Plumbing repairs or additions
m right of exemption per MGL
myself. [No workers' comp. 17•❑ Roof repairs
insurance required.]_ C. 152: 51(4),and we have no
employees. [N i o Nvorkers 13 ❑ Other
comp. insurance required.]
*Azv applicant that checks box 1#i must also fill out the section below showing their worker's'compensation policy information.
1 Homeowners who submit this affidavit indicating they ate doing all worn and then 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-contractors have employees;they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name: A c—e- r ,L s c ,J 1J t rn w Co r'l
l °
Policy#or Self-ins, Lic. it: c 9 `7 A LPL,_eI /3 Expiration.D ate:_LLt l 1
Job Site Address: V A t t o "s City/State/Zip: P\
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 viol%br. �;e�dvised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insganc come( dverification.
I do hereby certify under tl , ain n Is, f perjury that the information provided above is true and correct
Sionatur
�G/' Date:
. ,
Phone �� D g) 9 t_I 1 ( L U
Ofjic•ial rise only. Do not write in this area,to be completed by cit} or town offrciut
City or Town: Permit/License rt
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 7:
IZightfa.x Nl-1 Lo/4/2013 7 : 19: 111 ANt PAGE 51/055 Fax Server
DATE
AC& CERTIFICATE OF LIABILITY INSURANCE 10-04-2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE
AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BET4VEEN
THE ISSUING INSURER(S),AUTHOR17ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poli.cy(ies)must be endorsed. If SUBROGATION ISY9AIVED,
subject to the terms and conditions of the policy,certain policies may require an endorsement. Astatement onthis certificate does
not confer rights tothe certificate holder In lieu of such endorsement(s).
CONT
PRODUCER rIAh1EACT:.
FAY.-
ROGERB&GRAY INS AGCY PHOt'1`-
- I:- P7a.E-1t
434 ROUTE 134 EMAIL
SOUTH DENNIS.NIA 02660 "
t;isuRERls>P.=FoRDIrIG ccvE;,AGE rIAIc
IPI SURER A:ACE A?:0ERICAN INSURaNCE�COr.IPArJY
INSURED - INSURER B:
VV VERNON VVHITELEY PLUMBING& INSURER C:
HEATING CO INC&CHATHAI,d SHEET
PA uasuRERo:
ETAL INC
PO BOX 1266 INSURESE:
WEST CHATHANI,MA 02669 INSURER F:
COVERAGES CERTIFICATE NUMBER: P.EVISION NUh1BEP.:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED N.AHED
ABOVE FOR THE POLICY PERIOD INDICATED. NOTkNITHSTANDING ANY REQUIREMENT, TERNI OR CONDITION OF ANY
CONTRACT OR OTHER. DOCUMENT WITH RESPECT TO V'IHICH THIS CERTIFICATE NI AY BE ISSUED OR NIAY PERTAIN,THE:
INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERIIMS, EXCLUSIONS AND
CONDITIONS OF SUCH POLICIES. LIMITS SHOV,/N MAY HAVE BEEN REDUCED BY PAID CLARIS.
-------------
ILISrI ADOLSU6n^�� I POLICY'EFF I POUCYE{P I L1111T5
LTR TYPE OF INSURANCE IlilSP.I MPyOI POLICY HULI(3ER (r.i!,L'ONYYYY} tpdAl(OD;Y'rYYI
GENE AL LIABILITY EACH OCCURRENCE I S
0-..,b'rOE TO RENTED I S
COMMERCIAL CIA.L GEHEFt=L LIAEILITti' PR_t.11SE-IE"cC:ur�ra:e
CLAIMS—MADE I OCCU GIEDEXF fAnynnc pcsrc) �s
PERSONAL L AO,'111pJR`( I S
- - GENERGLAGGRREGATE' IS I
G=N'L.AGGFEGA.TcU:IIT A?PLIES P==: PRODUCTSS-COI,IPtOP AGG IB
POLICY I I PRt I I LOC IS
Jc' I
CO(217dE0 SCtGLE LIMIT I$
AUTO1dOBILE LLAFIUT f I aeiCcry
ANY AUTO BODILY BlJURY(Parperen) IS
ALL O'�:HE0 SCHEOULE11 BODILY INJURY(Per aoaderl IS
J AUTOS %�IJ i GS,
N OPfr'itiN=C F%OP'c_,:aTr OAI.IAGE IS
HIRED AUTOS AUTOS
I r n•....r..crp _
IS
UiMBP.ELL4LIAB GCCUR EACH OCCURRENCE IS
EXCESS LIA6 CLkC•:IS-d:.ADE ,
r.GGR20AT- IS
ICED RETENTIOtJ:S IS
WOP.KERS CONIFENSATION X 4`!C STATU- OTH-
TC�RY UMITS ER
AND EMPLOYERS'LIAEIIUTY
ANY PP.OPRIETOPIPAPTN 'EXECU I'•i=Y!N E.L.Ez.C`i r-CIDEN i I$500 000
•OFFICER1410,10EP.EXCLUD D? E.MIA 6S62UB IM1-2013-. 10-01-201� E.L.C•ISc.•.ac EAEAPLOYE° $500,000
(6lancab:rr in t'1'JI gg('12LE64
If ycs,dcscrihc under _ - - E.L.C•ISEASE-POLICY LI.-v1I $500,000
CESr-RIPTION OF OPER-MCNS ta!n:•r I.
DESCRIPTION OF OPERATIONS 1 LOCATIO1151 VEHICLES(A7ach ACOP.D 101,Addldonal Remarks Schedule,If more spas Is required)
CERTIFICATE HOLDER CANCELLATION
TOI/UN of BARNSTABLE SHOULD -ANY OF THE ABOVE DESCRIBED POLICIES BE
200 MAIN STREET CANCELLED BEFORE THE EXPIRATION DATE THEREOF,
FIYANNIS.NIA02601 NOTICE WILL BE' DELIVERED IN ACCORDANCE WITH THE
POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
01982-2010 ACORD COP.POP,A.TION.All rights reserved.
ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD
I
Y
wF
7
e
���}����j�.�Fi . .,s_. - t ,,;-?�Ze�ruZ<<tax��f Sex���cE� �.•: � ��.. . ....• �:...
Thomas F Geticr,+D»ccic•i-
\lam `�4.i}-�/j ,. :�` •:i.' S4:`4C _. t,3T,"a;d"#�C r'.
err ,tip, Bai ding Di-iSTL1T1
_,.' S`:. z��-r ...n-•_<r�• ..c.. 'rD:17?C?"i'1,.L>L'1l!IILv cGP7ITUSa1DLtCf` .-
200 Nfaifl St-cct ;vLA 0l601
oc sos-s�z- o; r2K: SOS-790-62:3Q
COmP7e[e ancL 57.gn'IELI
's Sccv.on:
7 TS M.E-r k B uil.iJ"r
t�
b OC t�7f.: S1l'-jc,"1:
htE- b -uy Lc t �� �i t V> {. (J 1� �, 1 ,.t_. i 1 ab,
-L-1-1 t
aIj r ti. r-�Y _o L ±071' ill._ b- l In *c� Tr iP�i L iifu_r,
_. 00 _
t
.,,:-LLud LiA Crracy,e!
�. I' ) (t. WTI
ay. gyp. '{ Y I" ,� C -L �.�_L
f
�E _z`c��: ',_•.WTIC iS if'Fn_ttPJ.� a�c camU� �i✓ .e
Ho-g7G-a,,,ntI.3 Lict17St,. X—j--x- p'L1.an J-flo- m_ an i11C- �'t� ;c1;SE Slide.
COMM
O
NWEALTH OF MASSACHUSETTS
A .SHEET METAL WORKERS
AS A BUSINESS
ISSUES THE ABOVE-LICENSE TO:
ERIC`T_. WHITELEY
VERN0N WHITELEY PLBG SAND C
28 VILLAGE LANDING
PO_ BOX .1266
W - CHATHAPI PIA •02669=000.
16:0 12/22/14 292629w '
COMMONWEALTHRi OF
MASSACHUSE T TS:
ell
SHEET METAL WORKERS
AS:A MASTER-UNRESTRICTED
ISSUES THE ABOVE LICENSE TO:.
ERIC T WHITELEY
P;O BOX. 248
WEST CHATHAM NA- 02669-0248
2967 02/28/14 119423
x'"(r�t•._La -JiJl,r bra ,Irr�`�' 7� -i� �
. r- =cld,Th=n Detach Arne P-Al Pa'ora?ionz t
DR1yER;S LICENSE= t �r f
NUhIBEfl f �k}}L J
�f,5701992141 r N
a s �
ERICT eF!'` rtl vr;J :e` 'r" ilFss
I 181:1 PAAIN ST`� ! irt`ti` ,�fi��tt�i tir'a FE <•�.
TempParcelEdit Page 1 of 1
MW
A tN �.•
i
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: 002 002 075
Street Number: 207 Unit Dev Lot: LOT 75
T/R
Road Name: PHEASANT HILL CIRCLE
i
Sec. Road:
T/R:
Villlage: 07 - Cotult
• I
Part of M/P: MAP 002 PCL 002 }
.. .._ . . _......__._._....... _ .......I
Plan Ref: jPLBK 617/69-75 (APP 7-62)
Date Added:
Updated:
UpdFate effete 1,1 ddnot �er
i httn /liccnl?./Tntrnnet/Prnndnta/TemnParnPlFdit.asnx?TT)=Adel 1/16/2008
JOB w 1
TAYLOR DESIGN ASSOC., INC. SHEET NO. OF 1
P.O. Box 1313 ..
Forestdale, MA 02644 CALCULATED BY ~t" DATE
-7 p} h a-r _Fj-Zt� =Rc-L CHECKED BY
Leg 7 J (7_.a>-C'0 SCALE
i�LcCs�s(�. �c.-a►�Y1.—�`!Z-� w-t,;t vv!ft
o � p
c� J
S-roc._ . Z. ..........
1p -Y
o�t.ao+�►1 f FE AM.-.t5_..
�4 +
(Ar�F r o. . t 7.
.�- , .
z _ .. ...
........... cp
._.
oek.. 0
ZO _.
....._. .....
r. ... b ... 1' _ z Z. , .
._._ 4tiL
_. .
_ ...
F
7
..... .... ........... „.. ..... ._ .
;�� � � �v
. . r�
. .,
4:;
� � _ . .
. . .�.
,.x .r . � ._ _ .,.
_ -- - _ -. .
_ _. �
__.� :_ __t : _ _ ,
� .
I � . . � - , , . . . ,. �, I 1,t, I -, . � .. . I I
I . . I - , . I "I .. .. I I I - .1 I I . .-. " - -
. I . - � . I . I I I I - I I � . . � I
I � . I .
I . I . I .. I :,: 1. I. . I - - I � _ : * , . ,� kk I � 7 11 . I - �. _. � � .I . . I
. �. , ! I .1 1., . . . - . I . h�6 11 . . I I . I � I . I
...-.,!,j.i�I.::.-..I1,-II,,I.,�"-.c��1�.��.�I.II-tI 1"I.�f-�II.�:...1I,.I2...4,1I.1:I...1.I 1.'.I�.�1 I.,I I'�.�_.II1�tr��I1�I:I,�.,-,Ii:1 I.��',I"I.:�.'.._.I.I...I.I,,I�.1�1�"��,4��.1�_,,I u S...,,..�II�.I:1:���1..,.I'II..-�.�,_,.,.I1-1.k.�:I J.I�..��.I.II�1,_,.�,I I.%..-._.�I,�.I,I...."�.,I.�I II�..-:.I-.��,..�I,,-�I�I:..�,-I,..I-,.I-:..�,:;;-1�1I�.��-�._.�..�,..II�.i1:.;.;,.:.�-I��-I�.��I-�.._.I-.���.,,1.�I--."I--1 I.,.I.I_,1.1,1"__,.,..,-:�.I11 I*�Z-..5,F It...t.�'%-��.,,-��-...I.I.;-�1�I,,,�.._II.-.,��_.,-..,1I.l1 1I1.,,,:-.-.�1,,�,1..,..I�I,.:,,.1��t1..1�..I.�I,.�I.1.,'".��.I,I�.��1.�I,��,.I�..._.��1.1.tI�.I1"1I.::.I�:I1I�.I'�I�"-...I;.��,i�..,.:.�_�-...1�,�.'_..,.,.I!,,-1
�I i I.�1I,,�].��:.:�t�,I.,.",...I.Ii.1II_:-,I,1!�,,,.:,�-I.I,.1�1:�,
Four _ eti,:.'N....�.".I�_1..vI.1�1:.1,..�,-._--,.�'.-._I�..-*.1��1.,_.,,1,-::.-I;f,..'.-,.1.-_,-.,,_-"..1:.I,�`-..-..,"1.,-:-,�,,--�..�I:I,I.,.,,--1.--.---I_---:fi..,.�:�I_tI;.:,,,.,1'�I I%�J��,_.I_-'2.`�-1,,-��_-:1.It-.�I-.:,,�-.�-':_11 f-..1—,1-1.�.":,�1.�,,-I1.�,.IJ-I r-*I I���1.,,�.1;..,,-.,I..,1�1.��I.,-'�,,�,.,,I Ti�:.,�'.1�:I_�._I,,.,,:I I.�1.-,,_�I_�_.�:.��,-,I.,_I,�.-,..-.'.,.��I,:,I*',..�,,��,�.IIi.�,:�I.._.:I,,..:1'I�-I�,�1 j-.'�.��.I,...,.��1��4.,,I,.-..,-..�,.6;�:.-�.I�-�,N,,I_I.��,.�-.t.�"�.1.._III.�.�-I 1 I:,'.,�-�11..-'I-.I,.��,-I�.I11.I2.,.1��.
ct� s rf eta l
. .
,,I I.1.:.1-:,-��I.�-,.,...-�.',�1_..��,---...�I---I..��.-."�1 I-�:.'.���1"�".Ir 1.":_.,1,..-I�.t.I.�.I1,..I.,1�I,.I l,,1.�..I..�.I..1.,.f-,...,..o��':,.4.:",.�.I IIII�I.r1 I.....�.1I,.,,,�,.I-,.,...,.-:1:II��'.�_..1.I..I�...I.,;..�,.;-.I�,I.'....._��."I,..:1.I.","I�....,I.��,...�,�...,,,�C..-I,I1..I..:.I.',�I...�1.�._:......�.,-,.�.....q.I I.:I..-...I,�1%.��1..,I,.�.'I...1.I,II,I I.I.�.I,r.I,,..,...'.....,.I.I�.II1�I I.....I.I.I.:,.I I.,.II�...�:.,..�I�.I I�,...II�.I I..II.,....,..,..�....I..1.,1.�,I.I
.�I1.I;..,..,�-.-II.�..I�I,...1..I_..I..�.�.I,.II�:�..�1-1�I,�,-.r.�..I-.t,.."�.I.,.mI r.I'�-...%..tI.I�.�.._.1-I 1,-�'I I�.-..I.�...,�:.,.��.I..1_.I.I.I."�I,,1I.I.�'�..I'�"I.II.,II.I 1..-II.�,:......I I.:.1I�.I�.1�,_..;..,.�I..I—I t,.r�I.�.I;II..�I r.I.,!z I-I..-..I.-,:-I_�.I.r I I-...�.11I.-.-11I..�1�:-I-�..�:1_�.�I1..-.,-.t-....,.1-_I I�.II�I.,..-.,:I�1 I K.1.�-I....1'....�.,.,..I.,�I�-�I.�"l.,�I1-.1-.I-,.r�.;,.I�,I�.-I;:I.I1..,,1.I-F_-I1I,.�.i��..�-1.2I�,.l i.I.��'.I1,.--I-,_.,.:4.�...::�...�I1::�.�I-:_-.I.1-I.'.I...�;.,I.:�.1..,.I I.�I.I:.�.,..,L�1.1,1_�.I-�,1-I�I..,.,,I'*..I I.'�I.,,,I"2%�I I.I.I,1�-.I..1 1 I�,:..�,:��.I,I..:.0Iw.',..��I_,I.�.'.I';...�I.iI-,%I:"1.',I�_..�.I-.-.-�".'...'I.,�,I.r...1.I�I..:.-�t 1:I..i..II.--.�I,I.�:,.:..:....�I I�:I..'.II�I-,I�.I I....r,.�:.7.II.I..I.-...I.II.�-I�
I....;:...�.:1I-,..�.I,1.1 1..,I:.II....t..�..II�..II�
,1:.-,�.�I..�.,�
I I...�.,.�..,.4....I-...,.I�%I.r....II I.�...I-�I....I.�1.,l�.I.c:.I-l.1..7.-�I.:-
�.,.,I.�;i:�rI...-_��:_,..�...,�I-.1.I 1.II..�I�.I.:�'..t,.I 1I��...,1r.:.I,..I�1�.:.�,'-1I��.�.I-�,,1I.m.,n-,:,.,.I C--..�"I.,:,I�I.1*oI�,I j�.:I,..I_;_�I,,��._,:i,..,I-.,11,,.I�.:--,.I.....��..1.,-F�,,,!",�I I r-,;�..�-:.II-I.-:1 1'"._:'.I I,�,�I�tI:.,,�-d_).1I 1-1:."I-Ir.,�;I-I�:,-d:-'.I..I.I,1..I'-:.-1,.I:�..�I_I�l�:I��--,`,_'J�"�1:,,'l�:��I_�I-,II��:II,_�-,,,,_I1.I..�.I,;�,"_..I-,',.�-.�...�.--`.'1��1:.'_.�,.�;�.,.I��:1-..;,I.�....-,-..'-I�.�r�I I:...%1I_,'%,I-���.1_.,,1.�1-,I,I-,�:I�,1.��.`,.'I,I�.-."-;:",�I-��1��I.:1..:.,�-.,.-,I11 1�.,��":,,I--.�?-I-.�.".d1,�,I.:,_�,,.d,.1 1..'1,�,�:.:II.�.I.,.,-%���.'.I I..ItI 1....�,,��,-1...:-....1"�,��,�:�I.,�.��..1,.I,-.?.,.,.-.,..-.I�,...::�II I.�I:4�A�1.4-I.1�1..��..;...,1�I.,_I,.�I 1 1��-"�I,1.1 I.-I v�:I..4,I.I.I�.x4I...I.,.,.,.I.1 II,�.Ic`.Io,'._-�...I1.,'�-,��,.l:1,..,...�.IIL:.1l I,I�...10I:::�I,...$I.�.�I,._.1.I.,..:.,I�A,-...I..1.,.,._.i1-I.I"_'-.1,.��'III..�..',I�I.4.�.t.!�.��,_.I.,.:._....,,.�I.r-II...I,.I I�,I_.r!.�I"......p-,�..._I�.�:,.'..�.._.,..,�.�q�II'_�...,_.,I�.�...�.-�..�1,,�I�I,1:,.�,.I I,�:.Io.-.,,�.,.�,,:II I 1I.FI..II-..I1�...,��.-.�..�.::.,�,,.�..1�1I...I�i.1..,:I�,�.II....I,,�...1........�,I.4.�t I I�.I��,�I,1.:1,,,t.�-_,,.I...�.I1�_I 11�,,I.1_�,,._�,.0:�..1�1I.,�.,t.�I-�,�%.��1�.-..-�-I.;,��I.-,�,,I.....�I I1-.I I,_.�..1.1..-.
..�::.,:-1-I."�-1 I��._.r I.,T1-�1:_-..'...,I--1..��-1.1M�_,I...�..0_*�_1)I,"�7.-�_,'".._1 I.;�II,��..:1�:-r.�I.-
.,..1.1,1_��1.,,..L..1..:,..-'�2II.,I�.,�..,�,�I:-,."%1,�,1,,.,;�7,.I.i:�.I....�-�r1t.1,.���I1_
1�:,�..c I.,�,.�,I-.'.,.�n�,.II.L:-r-,..�,:.,��,"..-,�,-�'11%I�.I��.-I-��I 1(-�t-I�,�vI-I,�4...,I�II,.I1I_-I1�..�1.1.�11-1,,1;-..�Iz,,.,..1.��I.,<,�,'�I����-�,.-,.I,.-�*I�.I:)---��-.�_-I__I 1 I-,,1I..,%_-�.�,.�,.-1..��'"..�,-'F,�,
Prepared: For . Lot 75 N 207; Pheasant :'Hill :Circle Co ult: Meado_1�.I 1,II,I,1�1-,:9.,,,-:1,.1 I-�,t.�.I.-.:..,1�..I.�.,I..�-I,,1
I:.,�..�i....II1I�.�.;..�I..:I..q I:..I1�..�1".I"�1-:I 1...I--I.1:-_I,...�-�II.1M.�.,_,i,,II�,-:�'';.11.I.:....�,I.��,,8'.,.I:.."...11.�...!-:�I,.��,.�I.,.t...,..,..,�:.-:.�,..
. Subdivision, of, Barnstable Assessors Map 002, Parcel 02 En 1.
Baxter Nye g neering �C Surveyin,�..,1;II.I,i.I.I I,.I i..1,.,:.,.".�.;I�.I,,.,�,:1..m_.�..1..I-I..
. Flood Zone C 0 FIRM Community Panel. Number No: ,.025551 0021 D D. : 1'
..I.,�-..:1I.'...,-..I.1:.,L I,I..Iz.:�r-.II I��I I"I 1�:,.�,:����,...,:..�.e b.I.�I_
._..!:;�,_-1.I.�,,I�"I,.,�.,.1I:,.I.�;�.��I...I::�,;
1-I�.1��.;I:-:I.,.�-A���.,..�1,:-t'.,%tI1�.��:,I��I.,,��..-.-.I-,,.�I-��:��,:..-I--
:�,:I.��'I�.I��-,�-I1.
I,I�.:-,-,'...I:.�.'..-,..-:.I..�..�I�i:I1JI t.I.�.�,�,I,I 1....I.,-.'I...��.,:.��I I_.I.
��1.�.,:1.�..��,.,.�,,.�,.�,���.�_..'�I..I.1 I�I..�,�.I.I.:.1..�..1.�..1.,�1_':�.:.I.1.I.1..1I..�C�..."1-L..I,I..1,1..1 1.II.�:III,-...I,I*.-/..I�I.Vca"�I..�..I.".I�..Ii�
o I;1,.I-I�1.�1-.".1lII.I.��..r-.-�.)I_-'..:i..�-t.�I.-..,._-.I.I.�..��,I 1I:�.�,*��.I I,,,.,.,.�I...k.-:C I..I.��.I..�...'...',II..,�..I�,.�.�I.-,'���..1.�c 1,,.�.:-.�I I I�,��,I...�,�..I.
-.:ItI I-�.I1:��...�::1":4-.-I,I-�'.�.t..__-�.,r.-1.1"���I�.1
.
�i.I.1.,...1,I/,..I�"�-I..�1�..1I_..-�-I
..
I.
7
I.
.
OWNER: Cotuit Equitable.Housing;"�LLC`'® Deed,`Book '2180 Tage 41 o es..Registered.Pr f Tonal
:, t
OPEN :SPAM .Cotuit'Meadows Homeowner's_Association, Inc. .®'Deed : Engineers a'nd La.. . urveyors ,
Book.23161 Page 59 - 78 North Street,' 3rd Floor
Barnstable Zoning Board,of Appeals. No. 2005-082 ® Deed Book 21059 . .anr.. MA 02601
Page 158
:t . ,, ,
Y
Minor;Modification No. •1:'® Deed--Book 22249 ,Page 282- "wR Phone-,. (508. 771=7502 " " Fax (568)-771-7622
:Job Number•. :_2005=214 Scale 1't = 20, 01-06-14
,:
x: . -
, .
-
.
, , ,
+. I
,. .
-
..
. . -
; .
v
.. , :ry
:. , .3 -
4
.
.: > _
. .
P.001 .Iv
HILL ,IR .E
V L . z
=35 80
.
- .
- 82.31' .k" .
O
N83 3T13�E �O
J
. - - bo. .
�K` LINE
>20 SETBA e\Ps�
0S O
j
.
.: I. v
.
- 18.0, w _
,: - - ..
....
r'
;, T.O.F. = 74:76 rn
.t . o b 4.0 .
.
., O .
X 4 0' /
z 16.0' 207
:,_. �' ,t v il.
N
EXISTING FOUNDATION f,."' 2.0'
P LOCATION..DATE o ,
01/02/14 ;. 2.0' •
LOT_74
47:2
148' 55 6
M
. o t,
.
Z °LOT 75 i\
2 490 S.F., �� 10T 76.
�.
0 31 ACRES i
r `�O i" r i
f - -t. - y _
I "1..:
. .
..
70 SFTe ; ` '
q�k /�� ry
. .s ;.,
t I ty6 6241c ;
\4.- . .
- I" - ..
- .
. OpE
. - Spq - `'
. -
,;
: C
F
,.
z , .
`* _
I CERTIFY THAT"TO`THE BEST :OF MY KNOWLEDGE THE EXISTING STRUCTURE`.SHOWN, HEREON IS' IN s
COMPLIANCE WITH ,FRONT, SIDE AND REAR SETBACK.REQUIREMENTS (2O'/1.0'/10') .AS'NOTED'IN TOWN OF. H 0F` gss
, BARNSTABLE ZONING BOARD OF APPEAL No,2005- (DB 21059 P 158 IS'LOCATED IN'RELATION. TO ''` �� " 9�,, '
PREIMETER MONUMENTS'SHOWN PER ,EXHIBIT "A":,(DB'21804 Pg `45, 'AND ISM NOT,LOCATED"':'WITHIN. A 9
' -SHANE7M. ��,
. :SPECIAL'FLOOD HAZARD AREA � : --A
4.. o B�'cLNF_R -+
•, Nc�
THIS PLAN IS NOT-.TO.BE RECORDED NOR IS:I�` 0_BE USED•TO ESTABLISH PROPERTY LINES 9 Q
. b 31 r.
�� '1i *O 5
-L6 ® (� e rJjU
= - �V e`
.REGISTERED PROFESSIONAL LAND. VEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE , ='
�.
-
. _
,
,: .:
v .:._ ..
. - .
` - -
L::'
,...: .±.
- -
SMH #20
INV IN-57.56
••••-----------
„�•�•-
g G -- .6-__ ___7_ W W —
annow
moddomm,' G ""'�.- G "''�--G �W WL � Cr Q------Q'"
S
ISMH_7 Gloom " .,,_8 •"�'� G :�—W W W S
BtS.SO, G G- W - S �O
IHNV OT ,,•�. �_ G G W �_ W ._..--- W S S ----." _ —
�•-- E
-aa.S3 - "" G -- W —_ S S_ -- + Q Q OC ..._ E/OC
...•�"'p ••.. -G+ W W R-3s SS.3.07�,...... S OC E/
• _ 7 _- -- - W -- W S 286�- ._.- --�-- _--y- E/DC E/
W INV IN $ _S L — l� "7 Q Q `_ E/OC - E/DC -
L 3.12 HP -�.7o T HILL CIRC , moomma
--
SAN
W 6 00 >� _------------------
E/DC a0
52.31'
CURB ,
xo
�.... N g3.3T13" E STOP . CLEAN
x73.0 x7&0 s ' 7&0 t6
O
'-S : ---- ---- --- r.. _ .- 4 MATT
R E S -' "-� --- '1�3.4 73.2s - �` E/D`, ��•� DDY
f+w- 7&0 lu, .4 83
• GARAGE
r
� 728s --- -
7Z. --rr" AAnn STEa a�
O � 7 ^h �( ''rr `►rNAI ENG\
Vrl
Q 15.751
72.7s ".
INN
4.0 v
SSE 3 Cotuit Meadows Subdivision
2 • 7 Cotuit-Barnstable Massachusetts
FF-�74is z r-- � - - SEVERAL NOTES: �
1. LOCUS PROPERTY IS SHOWN AS.
r
1 1. ss' -8�.30•----47.2------rr- .o y ,, ASSESSOR'S MAP 002 PARCEL 02 PREPARED FOR
�.� 2. SETBACM FRONT zo COTUIT EQUITABLE HOUSING, LLC
K50 DECK w ^� 3. UTILITY INFORMAATTIO AS SHOWN ON PROPOSED SUBDIVISION PLANS. R 0. Box 95
S.3' a0s0 O 4. COMMUNITY PANEL NUMBER: 02&%1 0021 D CaAtel'Y���O� OZ Z
z O _
THE FLOOD INSURANCE RATE MAP DMNES THIS AREA AS ZONE C,
____-------_ AREA OF MINIMAL FLOODING. TRLE
LOT 75 - 5. ENVIRONMENTAL NOTES: Site Plan
SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRITIG4L ENVIRONMENTAL
13�490f S.F. ,,-'' CONCERN). Lot 75 aw 207 Pheasant Hill Circle
■ 0.31 f ACRES $' SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE
- ,�`v WILDLIFE PER NHESP MAP WOW 1, 2006 "ESTIMATED
xss.s _-- -_bs HABRATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS BAXTER NYE ENGINEERING &L SURVEYING
0 _ -- - PROTECTION ACT REGULATIONS (310 CMR 10).'
- " SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP
MAP OCTOBER 1, 2006 "CERTTIFlED VERNAL POOLS." Registered Professional
X6s.�s ^ • s? Engineers and Land Swa ors
�' � SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBERY
�_��� VEGETATED 12' 1, 2006, 'PRIORITY HABITATS OF RARE SPECIESO FOR SPECIES 78 North Street,3rd Floor,Hyannis,MA 02601
- DEEP RAIN UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, Phone-(508)771-7502 Fax-(508)771-7622
------ - IPROVI6E(i) e�DIA. x w GARDEN (250 REGULATIONS (321 CURIO)
S' DEEP LEACHING C.F. STORAGE) SITE IS WITHIN A STATE APPROVED ZONE U GROUND WATER
BASIN W/ 1' STONE TOP-66.0"
SURROUNDING (OR OPeAf 8oTT01�.d5.0 RECHARGE PROTECTION AREA 20 0 20 60
ALTERNATE EQUIVALENT Spq -'
_-WUM*4T- IWCF)-___---- cF 6 CONSTRUCTION NOTES.CONNECT ALL ROOF SCALE IN FEET
LLEEACH N BAASI' 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE
g SUBDIVISION CONSTRUCTION PLANS FOR COTUR MEADOWS, DATED SCALE: 1" = 20' DATE: 12-04-13
6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. REV. DATE: REMARKS
2. ALL GRADING, DRAINAGE, AND UTIUTY NOTES ON SHEET C-5 FROM
THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS,
IL DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. LOT45
3. SEWER BUILDING CONNECTIONS:
' - MIN. COVER SHALL BE 3 FT. oRAwwG NUMBER
- SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES t `
AS REQUIRED BY BARNSTABLE DPW. 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw
20 —2 14%