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,. Town of Barnstable Building
easN�rae iPost This Card So That it is Visible From the Street Approved Plans Must be-Retained on Job and this Card Must be Kept 4
163 , l
s Posted Until Final Inspection Has Been Made. ��
kuct 'Where a.Certificate of Occupancy is Required,-such Building shall Not be Occupied until a Final Inspection has been made.
mit
Permit No. B-19-2365 Applicant Name: Henry Cassidy Approvals
Date Issued: 07/24/2019 Current Use: Structure
Permit Type: Building-Insulation-Residential Expiration Date: 01/24/2020 Foundation:
Location: 89 POND VIEW DRIVE,CENTERVILLE Map/Lot. 229-024 Zoning District: RD-1 Sheathing:
Owner on Record: TOFIAS,JOAN K&JAMES B TRS Contractor Name:`s ,HENRY E CASSIDY Framing: 1
Address: C/O KAISER LAW GROUP Contractor License: CS-100988 2
WELLESLEY, MA 02481 Est. Project Cost: $7,500.00 Chimney:
Description: Insulation Permit Fee: $88.25
I l insulation:
Project Review Req: ,r Fee Paid::` $88.25
Date. / 7/24/2019 Final:
Plumbing/Gas
i Rough Plumbing:
g
",,Building Official Final Plumbing:
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance.
All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas:
All construction,alterations and changes of use of any building and structures shallbe in compliance with the local zoning by-laws and,codes. Final Gas:
This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the
work until the completion of the same. I l
Electrical
The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this;permit.
Service:
Minimum of Five Call Inspections Required for All Construction Work: e
1.Foundation or Footing Rough:
2.Sheathing Inspection `�_
3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final:
4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection
5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough:
6.Insulation
7.Final Inspection before Occupancy Low Voltage Final:
Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health
Work shall not proceed until the Inspector has approved the various stages of construction.
Final:
"Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A).
Fire Department
Building plans are to be available on site o�� VIL
Final
l - All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ii� �
o Tow ®f _
.turnable - ���#
' Re lato Se is � ` i+ 6nwndesfrarahmdaIe
Fee
Itichard V.a ca%Interhn Director
�•K..AAAA4/WFF (W461 ;a�
5
B>1ffftg ia�� � rr 03 2�f6 -
t W
Tom.Perry,CB0,Building Con�ssioae r
— — 200 Main Street,Hyannis;MA 0260IA v �t'1
L
www:town bamstable ma us
Office: 508-862-4038 Fax:508 790-6230
E� SS ���c��®� ASIDE ® Y
�'otVaNdfvitbutRedX-Prasf
NiaprgarCel Number
�--2-1-5 O Z L/ �not
Property Address
{" Resided Value of Work$ � t —
��` Nimunumn fee of$35.00 for work under$6000.00
Owner's Name&Address_Z-/1 e- s To
02-(,_ z
Coubaetoes,Name Te hone Number
Home Imgroverrtent Contractor License#(if applicable) �3 Email-
Construction SWervisor's License#(if applicable)0 7&7 7
Rlorkman's Compensaton Insurance
Check one:
❑ I am asole proprietor
❑ I am the Homeowner
I have Workees compensation Insane
Instance CompanyName
Wo&kman's Comp.Polk.,: o/
Cogy of Insuranee Compliance Cermieate MUA accompany eaeh germfE.
Permit Request(check box)
❑ Re-roof(hurricane mailed)(stripping old sbingles) All construction debris will be taken to
S
❑Re-roof(hurricane waled)(not stripping Going over existing layers of roof)
❑ Re-side -
{Replacement Windows/doars/sliders,.t7 Value . 30 (maximum 35)#of windows
#of doors:
..❑ SmokelCarbon Monoxide detectors 4 floor plans marked with red Sand inspections required.
Separate ElectricHl&Fite Permits required.
°W-b=-4mrc& Woaaceofftspw*doesnat=mAcm*immw&oflwtown deParbmear regnriat;4ns,i_e.die.Consaastion,roc.
Note: Property er sign Property Owner Letter of Permission.
A�y of H Improvement Contractors License&Construction;�pervisors Incense is
require&
SIGNATURE:
T-TCEVIN D)BmIding Clr�ges RBSs due .
Revised 061313 ,
DOME IMPROVEMENT CONTRACT
PLEASE READ THIS
/ Sold,Furnished and Installed by:
Branch Name:New England Dater/ 5/ 16 THD At-Home Services,Inc.
d/b/a The Home Depot At-Home Services
Branch Number:31 908 Boston Turnpike,Unit 1,Sbrewsbury,MA 01545
Toll Free 877-903-3768
Federal iD#75-2698W;ME Lic#C t12439;Rl Cont.Lic#164V
Cr Lic&C.O W22 Homc lmpro_anent Contractor Rog.#126893
Installation Address: D [ �O�tC! Vlt'ZJ� Qj�f�t�
City State Zip
I'urc r(sj: wwkPhone: Hon+ePbonec CCU phone
[ ] 411
Home Address: _
(If different from Installation Address) City State Zip
E-mail Address(to receive project communications and Home Depot updates):
❑I DO NOT wish to receive any marketing eumjls from The Homc Depot
Project Information: TJndersigned("Customer"),the owners of the property located at the above installation address,agrees to-buy,
and THD At-Home Service,-,Tnc.("Me home Depot")agrees to furnish,deliver and arrange for the installation("Installation")of
all materials described on the below and on the referenced Spec.Sheet(s),all of which are incorporated into this Contract by this
reference,along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders(collectively,'
"Contract"):
Job#: (Gurmoe Floducts. Spec Sbee s)#: Project Amount
Roofing y Siding endows ❑Insulation❑litters/Corers QEntry Dnorc ❑ 3 to a9a
❑Roofing[jSidiag El
..Windows Tnwlation -
❑Gutters/Covcrs Ohntry Doors ❑
❑Rot,fing Siding 0 Windows ❑insulation
Gunnar/Covers ❑Entry Doors❑
❑Roofing❑Siding ❑Windows Insulation $
[3Guttcrs/Covers ❑Entry Doors E
Minuumn 25%Deposit of CouaatAmotrnt doe ripen ezeemim or"contract. Total Contract Amount $
Mame Pmrhasers may not deposit mure than one4bird etthe Gonad AmounL pZ Y6,
Customer agrees that,immediately upon completion of the work for each Product,Customer will execute a ConVietion Certificate
(one for each Product as defined by an individual Spcc Sheet)and pay any balance due. As applicable,each Customer under Us
Contract agrees to be jointly and severally obligated and liable hereunder.
The home Depot reserve.-the right to issue a Change Order or terminate this Contract or any individual.Product(s)included herein,at
its discretion,if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural
problem with the home,environmental hazards such as mold,asbestos or lead paint,other safety conccros,pricing errors or hecause
work required to complete the job was not included in the Contract.
Pavment.Summary: The Payment Summary# included as pan of this Contract sets forth the total
Contrect•amount and payments required for the deposits and final payments by Product(as applicable).
NOTICE TO CUSTOMER
You are entitled to a completely filled-in copy of the Contract at the time you sign. Do not sign a Completion Certificate(note:
there is one Completion Certificate for each listed product as defined by individual Spec Sheets)before work on that Product
is complete.
In the event of termination of this Contract,Customer agree.-to pay The Home Depot the costs of materials,labor,expenses
and services provided by The Home Depot or Authorized Service Provider through the date of termination,plus any other
amounts set forth in this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AM011M1'S
OWED TO THE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE,, WITHOTJT
LIMITING THE IiOME DFMOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS.
AceeDtance and Authorization: Customer agrees and understands that this Agreement is the entire agmemcnt between Customer
and The Home Depot with regard to the Products and Installation services and supersedes all prior discussions and afire urnents,either
oral or written,relating to said Product.-and Installation This Agreement cannot be assigned or amended except by a writitig signed
by Customer and The Home Depot.Customer acknowledges and atrcxs that Customer has read,understands,voluntarily accepts the
temps of and has received a copy of this Agreement.
Acce by: Subm by,
�b
Cu' er's Signature Date Sales Con. I'M s ignature Da e
X Telephone No. d �
Customer's Signature Date
Sales Cotisuitant License No.
CANCELLATION: CUSTOMER MAY CANCEL THTS (as applicable)
AGREEMENT WITHOUT PENALTY OR OBLIGATION
BY DET dVE1tING WRITTEN NOTICE TO THE HOME.
DEPOT BY MIDNIGHT ON THE THIRD BUSiNF,SS
DAY AFTER SIGNiNG THIS AGREEMENT. THE
STATE, SUPPLEMENT ATTACHED HE
CONTAINS A FORM TO USE IF ONE IS
SPECIFICALi.Y PRESCRIBED BY LAW IN
CUSTOMER'S STATE.
NOTICE:ADDITIONAL TERMS AND CONDITIONS ARE 51-ATED ON THE REVERSE SWF AND ARF PART OF TH1S CONTRACT
ta05-t5 While—Branch File Yellow—Customer
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SmowN HaZE04 GbNKYS wiTN THE S1C)ECIOVE L_oCAT,oNa CER3TEv-\J,L lF, MA66,
A►Jb 5ETSPC-L BF TV4C Taw at SCALE lom 4o DATE 4110148
OF BARu sr4GLC AQo is Nod" LsCATCJ:� WITHt1a} P(�At`1 12EFEREt�3C1
A S?Ee-tAL?FLA=D HA►LAR..I�i ZovertE, LoT ,6A PL,M. 123 F6-. b� (8 2 65
MAP 227 PAPa RL 24
SAITE!? 4 NYE, S►zC ,
10 `-AN 0 su 2V EyoeS cea 5
OFFSETS FRorl 8UlLDINGS 514ouLD NoT BE
osTE�L11t�Lfr, "` MASS.
u5€D To C-5T481j5N AeoPEPUY LIhICS, APPUCAN'r TqM� TaFIA�
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map--,_ a a Parcel 0 �� Application # o
Health'Division Date Issued A 05
Conservation Division 2l- N 1Q0�h�1r�" cam' Application Fee
Planning Dept. Permit Fee [e
Date Definitive Plan Approved by Planning Board OKI
Historic - OKH Preservation/Hyannis
Project Street Address 9 ? dPJ Alb ►1 /F-a/ .
Village Y C9 V 1 L-"
Owner -/11W -t cJMAJ 70 Address ��a�tfP��Rad�N,
Telephone
u
Permi quest �16 Aa °�,> &E�t -7r4Gff -a S/ 1� h}i1l3 �BUI0 9r//fGQ/
1� A-�E AND 1nPt6TF_4 S1117'g•. F_X rF AID. 11911 W_0d,0! 1+&Iq ( ` AN D
6AQV01,,- k l7GWW'f /-�14e
2l7 61B l UD ,DEG ,� Div i 7�(�2
Square feet: 1 st floor: existing proposed �°Z� 2nd floor: existing proposed Total new eo? i
Zoning District Flood Plain Groundwater Overlay 14P
Project Valuation ��-��D Construction Type d4A
Lot Size -59 FG - Grandfathered: ❑Yes ®'No If yes, attach supporting documentation.
Dwelling Type: gle Family old Two Family ❑ Multi-Family (# units)
cs` �
Age�f Existing St cture ✓�� y25 Historic House: ❑Yes O'I�lo On Old King's Highway: ❑Yes ®'No
Bas4me ent Type: II ❑ Crawl ❑Walkout ❑ Other
0- r
Basement F*hed A (sq.ft.) Basement Unfinished Area (sq.ft) U/-y
Numbeyof Bla�tbs: Full existing new r Half: existing new
o
,Number'of Bedrooms: existing ! new
Total Room Count (not including baths): existing new f First Floor Room Count
Heat Type and Fuel: M Gas ❑Oil ❑ Electric ❑ Other
,<JCentral Air: U YeS ❑ No Fireplaces: Existing—New b Existing wood/coal stove: ❑Yes ®'No
Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_
� JgKZZ
Attached garage: ❑ C3 existing new size _Shed: ❑ existing ❑ new size _ Other:
Zoning Board of Appeals A thorization ❑ Appeal # Recorded ❑
Commercial ❑Yes No If yes, site plan review #
Current Use RF51 DF'/VGE Proposed Use leC:5 172—PAIGIE
APPLICANT INFORMATION - -- -
f (BUILDER OR HOMEOWNER)
Name bYTT 5 9 U/4 6/N4. Telephone Number -?
Address el x �-� License#
� iUT1Z (01 --� Home Improvement Contractor#
Worker's Compensation #
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO'57+4Z�WAQ;( 4e4A,1bF14L-
SIGNATURE DATE /1V m
S
f- FOR OFFICIAL USE ONLY
APPLICATION#
'f DATE 1-SSUED
MAP/PARCEL NO.
,I
ADDRESS VILLAGE
OWNER ,
r
4)E -
J r)
DATE OF INSPECTION:
FOUNDATION G�3 1)���9
IIr FRAME J
t
INSULATION
FIREPLACE y
ELECTRICAL: ROUGH ' ;FINAL
PLUMBING: ROUGH FINAL
3 GAS: ROUGH FINAL
309
j FINAL BUILDING
DATE CLOSED OUT
ASSOCIATION PLAN NO.
s
i
Town of Barnstable
Building Department - 200 Main Street
BARNSTABLE, * Hyannis, MA 02601
MASS. (508) 862-4038
rFD MA'S
Certificate of Occupancy
k
Application Number: 200805899 CO Number: 20080290 a
Parcel ID: 229024 CO Issue Date: 04/03109
Location: 89 POND VIEW DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT
Proposed Use: SINGLE FAMILY HOME
- Village: CENTERVILLE
_ t
Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
}
Bull g epartment Signature Date Signed
e
E.
Wi
� Bu�l i_a_ _i•
ngtEr BARNSTABLE
o� Application Ref: 200805899 •
BARN BIZ, * Permit
'
y MASS
Issue Date: 10/30/08 �� ��.,
Applicant: BAYSIDE BUILDING,INC '
tFD •1 A Permit Number:.B. 20.082446 '
Proposed Use: SINGLE TAMILY HOME Expiration Dater 04/29/09
u Location 89 POND VIEW DRIVE j Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO .
ap Parcel 229024 Permit Fee$ 798.15 Contractor BAYSIDE BUILDING,INC
r illage. CENTERVILLE App Fee$ 50.00 License Num 005645
1 Est Construction Cost$ 156,500
C Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND l
DEMO GAR,DECK,SHED.NEW I CAR GAR&MAS SUITE. EXTEND DTHIS CARD MUST BE KEPT POSTED UNTIL FINAL i
REPLACE SLID,UP BEDROOM,KITCHEN,NEW FRONT DOOR.NEW DEMPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
weer on Record: TOfIAS,JOAN K 8i DAMES B TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL I
dress: 45 CARRIAGE HILL CIRCLE INSPECTION HAS BEEN MADE.
SOUTHBOROUGH,MA 01772 —
S A
pplication Entered by: JL Building Permit Issued By:
t ;HIS PERMIT CONVEYS NO RIGHTTO OCCUPY ANY STREET,ALLY OR`SIDEWALK OR AN PART THE TH TEMPORARILY OR PERMANENTLY +
NCROACHEMENTS ON PUBLIC PROPERTY;NOT:SPECIFICALLY PERMITTED UNDER`THE BUILDING CODE,MUST BE'APPROVED BY THE JURISDICTION.
t
TREET OR ALLY GRADES AS WELL AS DEPTH'AND LOCATION OF,PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC.WORKS ,x
HE ISSUANCE OF THIS PERMIT DOES'NOT-RELEASE THE APPLICANT FROM':THE CONDITIONS OFAN:Y,APP,LI,CABLE SUBDIVISION RESTRICTIONS
t
INIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:=,
FOUNDATION OR FOOTINGS.
ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4
WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. I`
PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). «'
INSULATION. „ -
FINAL INSPECTION BEFORE OCCUPANCY.
HERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. _
ORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
ERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS_ OF
ATE THE PERMIT IS ISSUED AS NOTED ABOVE.
ERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
PIT-
BBUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS:'�' u
p
w — �/0
' 3 1 Heating Inspection Approvals Engineering Dept `
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AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
Q Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)........................................................................:..........................................110 mph Q
WindExposure Category................................................................................................................................B Q
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 2 stories <_2 stories Q
RoofPitch .................................:........................................(Fig 2) .................................................12 5 12:12 Q
MeanRoof Height .....................................................................(Fig 2)..................................................16 ft 5 33' Q
Building Width,W ..............................................................(Fig 3).................................................. 24 ft <_80' Q
Building Length, L .............................................:................(Fig 3)...................:..............................
48 ft <_80' Q
Building Aspect Ratio(L/W) ...............................................(Fig 4)...................................................2 <_3:1 Q
Nominal Height of Tallest Opening2 ..........................................(Fig 4).................................................6'-8"5 6'8" Q
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(Table 2)................................................................ Q
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete...................................:........................................................................................... Q
ConcreteMasonry.................................................................................................................................... N/A
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—general ................................. ........(Table 4)................................................... 44 ,in. Q
Bolt Spacing from endloint of plate ............................(Fig 5)........................................12 in.<_6" 12" Q
Bolt Embedment—concrete........................................(Fig 5)..................................................7 in.Z:7' Q
Bolt Embedment—masonry.........................................(Fig 5)........................................... in._:15" N/A
Plate Washer................. . .....................(Fig 5)............................ 3"x 3"x'/<" Q
3.1 FLOORS
Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q
Maximum Floor Opening Dimension...................................(Fig 6)........................7........................ ft s 12' N/A
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ N/A
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d N/A
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................`ft 5 d N/A
Floor Bracing at Endwalls...................................................(Fig 9)................................................................... Q
Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q
Floor Sheathing Thickness .....................•..........................(per 780 CMR Chapter 55)..........................314 in. Q
Floor Sheathing Fastening..................................................(fable 2)............8 d nails at 6 in edge/12 in field Q
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft 5 10' Q
Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q
Wall Stud Spacing .....................................:.:............... (Fig 10 and Table 5).....................24 in.<_24"o.c. Q
Wall Story Offsets . ........................................................(Figs 7&8)...........................................—ft s d N/A
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
4.2 EXTERIOR WALLS'
Wood Studs
Loadbearing walls..............................................:.........(Table 5)..........................................2x6-8 ft 0 in. Q
Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10).................................................................. Q
WSP Attic Floor Length...............................................(Fig 11).............................................. ft zW/3 N/A
Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft z 0.9W Q
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ................................ N/A
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q
Double Top Plate
Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q
Splice Connection'(no.of 16d common nails).............(Table 6).............................................:................6 Q
Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(rabies 7)..............................I.............................2 Q
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)...............................(Table 8)..............................................................3 Q
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans ........................................................(Table 9)..........................................6 ft 0 in.511' Q
Sill Plate Spans ........................................................(Table 9).........:................................3 ft 0 in.511' Q
Full Height Studs (no.of studs)...................................(Table 9)..............................................................3 Q
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
HeaderSpans.............................................................(Table 9)..........................................8 ft 0 in.5 12' Q
Sill Plate Spans...........................................................(Table 9)..................................—ft_in.5 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.........................................(Table 10)......................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 10)....................:........................................4 Q
Percent Full-Height Sheathing.......................(Table 10).......................................................38% Q
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Q
Maximum Building Dimension, L
Nominal Height of Tallest Opening2.......................................................:.............6-8"s 6'8" Q
SheathingType.............................................(note 4)...........................................................WSP Q
Edge Nail Spacing.........................................(Table 11 or note 4 if less).............................3 in. Q
Field Nail Spacing.........................................(Table 11).....................................................12 in. Q
Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q
Percent Full-Height Sheathing.......................(Table 11)........................................................11% Q
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A
Wall Cladding
Ratedfor Wind Speed?.............................................................................................................................. Q
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
5.1 ROOFS
Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q
Roof Overhang ...................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Q
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 12)...............................................U=236 plf Q
Lateral.............................................(Table 12)..............._.......... ...L=176 plf Q. ..................
Shear.............................................. 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 L/2 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)............................................................8d Q
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 18a and Figure 18b
2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade.
4.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows:
i. Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction,panels shall be attached to bottom plates and top member of the double
top plate.
iv. On two story construction, upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d
staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment
DjJ '
AWC Guide to Wood Construction in High Wind Areas:1'10 mph Wind Zone
Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1
MEN Time EDGEREms ON
Zl
FRAMING USESd NAILS
-
AT6b.c
--------------
11 11
Y 7.1
/ 11 11
11 If
11 11
1 11 11 I
7 11 - 11 O 1
11 !1 1 -
1 I
1 Y 11 11. t
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7I
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1 11 iu r 1 7L
1 � n
II 11
II 11 r
I WI�
1 Q 11 I t
IL u
11 f I
I Q If 71 W 1
1 II 11 7
-
11 fl 11
II 11
11 ll t
NAILSPIACING +
See Detail 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(780 CMR 5301.2.1.1)1
9 za I
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D Q tl �1 -
�' i FIiA11AING MEMBER$ �
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EDGE TE
,
,
_-------- i
STAGaGERED "M
NAIL PATTERN PANEL
PANE_EDGE DOUBLE NAIL EDGE SPAMG DETAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
REScheck Software Version 4.2.0 v
Compliance Certificate.
Project Title: ADDITION TO EXISTING STRUCTURE
Energy Code: 2000 IECC
Location: Barnstable,Massachusetts
Construction Type: Single Family
Glazing Area Percentage: 140/a
Heating Degree Days: 6137
Construction Site: Owner/Agent: Designer/Contractor:
89 POND VIEW DRIVE BAYSIDE BUILDING,INC.
CENTERVILLE,MA
Compliance:10.8%Better Than Code Maximum UA:158 Your UA:141
Ceiling 1:Cathedral Ceiling(no attic) 564 30.0 0.0 19
Skylight 1:Wood Frame:Double Pane with Low-E 5 0.380 2
Wall 1:Wood Frame,24"o.c. 900 19.0 0.0 45
Window 1:Wood Frame:Double Pane with Low-E 30 0.340 10
Door 1:Glass 100 0.380 38
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 564 19.0 0.0 27
Furnace 1:Forced Hot Air 80 AFUE
Air Conditioner 1:Electric Central Air 13 SEER
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in
REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
Project Title:ADDITION TO EXISTING STRUCTURE Report date: 10/08/08
Data filename: Untitled.rck Page 1 of 4
REScheck Software Version 4.2.0
Inspection Checklist
Ceilings:
❑ Ceiling 1:Cathedral Ceiling(no attic);R-30.0 cavity insulation
Comments:
Above-Grade Walls:
❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity.insulation
Comments:
Windows:
❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Skylights:
❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.380.
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door 1:Glass,U-factor:0.380
Comments:
Floors:
❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Heating and Cooling Equipment:
❑ Furnace 1:Forced Hot Air:80 AFUE or higher
Make and Model Number:
❑ Air Conditioner 1:Electric Central Air: 13 SEER or.higher
Make and Model Number:
Air Leakage:
❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed.
❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible
materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation.
Vapor Retarder:
❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications.
❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner
that achieves the rated R-value without compressing the insulation.
Duct Insulation:
Project Title:ADDITION TO EXISTING STRUCTURE Report date: 10/08/08
Data filename: Untitled.rck Page 2 of 4
.� Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5.
a�
Duct Construction:
Lj All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or
taped.Tapes 9nd mastics are rated UL 181A or UL 181B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa).
The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
Lj Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Service Water Heating:
Ll Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or
is part of a circulating system.
Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Lj Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable
sources.Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Y
Project Title:ADDITION TO EXISTING STRUCTURE Report date: 10/08/08
Data filename: Untitled.rck Page 3 of 4
r ,
Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 126' 1.5"to 2.0" Over 2"
Temperature("F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 '0.5 1.0
Table 2:Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range("F.) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.6
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD:(Building Department Use Only)
Project Title:ADDITION TO EXISTING STRUCTURE Report date:.10/08/08
Data filename: Untitled.rck Page 4 of 4
I
P�of1HE ro Town of Barnstable -
h Regulatory Services
9 H �' Thomas F.Ge9Ier,Director
�''°len►Ai►�° Building Division _
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
Office: 508-8624038 Fax: 508 790-6230
Property Owner Must
Complete and Sign.This Section
If Using A Builder
;as..0uiuet..ofthe.subjectpropett-7-
hexeby authotize 4319 Y5 I-RE ... .: . .to:act bnmy..behalf, -
in all matters relative to-work authoiized.by this building.pe=t.application fox:
89 t'ONDyIFGCJ �R. C��/T�/zV�C1.P. .��• o2b 3z
(Address of Job) ;
g' tute of Owner date
—:5J�Avx�C- -5
Print Name
jBo�c�ofTfui c�iitg�orfs aii tanilai•d�
Construction Supervisor License
{ License: CS 5645
Expiration: 4/19/2010 Tr# 22048
Restriction: 06
� I
BRIAN T DACEY
PO BOX 95 1 �j
I
CENTERVILLE,MA 02632 Comniissionet
la
Will-, in
f
Yr �
ttIGG r� �
00-35,000 of enclosed space
1A-Masonry only
1G-1 2 Family Homes
Failure to possess a current edition of the
Massachusetts State Building Code I
is cause for revocation of this license.
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\ Board of Building Regulations and Standards
I. I
HOME IMPROVEMENT CONTRACTOR
Registration:: 113786
Expiration ,.7/16/2009 Tr# 131980
i Type Private Corporation
BAYSIDE BUILDING.INC,I .
BRIAN DACEY '
PO BOX 95/3 BAYBERRY SO
CENTERVILLE,MA 02632 Administrator
,ri
F�
l' License or registration valid for individul use only
L before the expiration date. If found return to:
+ ; Board of Building Regulations and Standards
' One Ashburton Place Rm 1301 .
' R Boston,Ma.02108
f 1 !( if
ot'v�lid wit out ture
qli ' i 4�i1 T�� I i �� I I f1jII 1 I �
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Town of Barnstable *Permit#
Expires 6 months from issue date
Regulatory Services Fee It, . Z!>
Thomas F.Geiler,Director f f 2 •� �y�
Building Division
Tom Perry,CBO, Building Commissioner
200 Main Street,Hyannis,MA'02601
- www.town,barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
EXPRESS PERMIT APPLICATION- - RESIDENTIAL ONLY
Not Valid without Red X-Press Imprint
Map/parcel Number a y
Property Address O P6�^-ry. �,� �1/l , Cam„ m 4
XResidential Value of Work� tx Minimum fee of$25.00 for work under$6000.00
Owner's Name&Address
Contractor's Name r - aAi,,c, �p Telephone Number ,50�i
Home Improvement Contractor License#(if applicable) 3�P
Construction Supervisor's License#(if applicable) . C�J f 4 (p �✓
[AWorkman's Compensation Insurance X-PRESS PERMIT
Checl one:
❑ I am a sole proprietor JAN 1 8 2008
❑ I am the Homeowner
0, TOWN ®F BARNSTABLEI have Worker's Compensation Insurance �
Insurance Company Name T -Ol LI(,R
Workman's Comp.Policy# rJ-9 J O L. 3,5
Copy of Insurance Compliance Certificate must be on file.
Permit Request(check box)
O-Re-roof(stripping old shingles) All construction debris will be taken.to
❑Re-roof(not stripping. Going over existing layers of roof) _
❑ Re-side
❑ Replacement Windows/doors/sliders. U-Value (maximum.44)
*Where required: Issuance of this permit does not exempt compliance with other town department regulaho�'ram, e-Iistgyio,tation,etc.
***Note: Property Owner must sign Property Owner Letter of Permission,
_A copy of the Home Improvement Contractors License is required.
SIGNATURE: � t ti r
Q:Forms:expmtrg �
Revise061306
r
ASER CONSTRUCTION Warranties the labor for 12 years
against Blow-Offs for 10 years.
shingles a
FRASER CONSTRUCTION Warranties the g g
CERTAINTEED Warranties the shingles and labor 100% through the Sure Start
Warranty duration.
CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the
Sure Start Warranty depending on the shingle that was purchased.
Any deviation or alteration from above specification will be executed upon written
orders and will become an extra charge over and above the estimate. All agreements
contingent upon strikes, accidents or delays are beyond our control. Owner should
carry fire, tornado and other necessary insurance upon the above work. We, if not
accepted within thirty days may withdraw this proposal.
FRASER CONSTRUCTION: Carries Workman's Compensation and Public Liability
Insurance on the above work, certificate available upon request.
DATE OF ACCEPTANCE: l� 3o
omeowner . Fraser onstruction
L Engineering Dept. (3rd floor) Map • vk Parcel QR Permit# c:Wz
House# D to Issued v2 1 _
Board of Health(3rd floor)(8:15 -9:30/1:00=4:30) EY- 3F qR 6 5—
Conservation Office(4th floor)(8:30- 9:30/1:00-2:00)
Planning Dept. (1st floor/School Admin. Bldg.)
SEPTIC SY T E
IreetAddress
e P oved by Planning Board 19 INSTALLED
WIT .
TOWN OF BARNSTAB IR®NME E AND
Building Permit Application Tl;19 1II�TI�MS
Village � .1L�r,i.//,T �,�• JOS
Owner i9'f ��.-.r. ,%a.,��s ,i 9���c Address
T4
Telephone T 8/ 3 = B a 7; ; _. ' A
Permit Request
First Floor \7 3 C> i71 square feet Second Floor i1/owe square feet
Construction Type
Estimated Project Cost $ ,,?S—/ 9 T
Zoning District /7,0 -/ 3 o 1d-rd Flood Plain Water Protection �d
Lot Size y,'�,2e .0a Grandfathered ❑Yes ❑No
Dwelling Type: Single Family 3'�' Two Family ❑ Multi-Family(#units)
Age of Existing Structure ,;20 ;�.— Historic House ❑Yes [q rho On Old King's Highway ❑Yes 2tN
Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Ta ��/�� u>/slo�6
Basement Finished Area(sq.ft.) 'ie Basement Unfinished Area(sq.ft)3�,�
Number of Baths: Full: Existing New ,v/� Half: Existing / New er_
No.of Bedrooms: Existing 3 New
Total Room Count(not including baths): Existing New / First Floor Room Count 3
Heat Type and Fuel: ❑Gas 2r&I ❑Electric ❑Other
Central Air ❑Yes UNo Fireplaces: Existing New Existing wood/coal stove 31es ❑No
Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size)
❑Attached(size) ��—;r y ❑Barn(size)
❑None ❑Shed(size)
❑Other(size)
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes, site plan review#
Current Use Proposed Use
° Builder Information
Name �?� _ 6� elephone Number
Address �/�= ��,��„� ���� s License# gf S 0 i
� r �,r�� ��• U�rG� Home Improvement Contractor# 11:2 3 i6,,s
Worker's Compensation#
r .�
NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS
PROPOSED STRUCTURES ON THE LOT.
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE ATE
ti
BUILDI PERMIT DENIE FOR THE FOLLOWI G REASON(S)
MAUR4 3 Mt 03JJAT8'=
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OKA 3G00;JATW3'MM0FiM►a
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Assessor's map and lot number .... .�.......
j SEPTIC SYSTEM IVOVS 0fT Elp�O
Sewage Permit number ................................. ...... INSTALLED IN OOMPL
Hou number WITH TITLE 5 �EasasTJ1DLE,
��a
...............................y,,........................ ENVIRONMENTAL O®In ° 39. 0
T L�4TIONS aY a
i TOWN OF BARNST�` '
BUM " INSPECTOR
APPLICATION .FOR PERMIT TO .....;.7/ sD ./ �
TYPEOF CONSTRUCTION .................................... ...........................................................................
.......... ..................................19........
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies fgr,�aV rmit,,aacc�ordingg to the following information:
Location .....r .le4j!�.. 4V.-IVl1c!.4 Ley.047A........................................................
ProposedUse_ .�-C �� 1�1..r..�IGS#................................................................................ . ................................................
Zoning District ..........................................Fire District ...............................
.............................. .......:.......................................
Name of Owner ...T(?Sef.k.....l. ........................Address P11 ..... .. .
1
Name of Builder...:. ... . :......................Address 4-.... . ..... :. !!'�
.Name of Architect ..................................................................Address .....................................................................................
Number of Rooms ..z..........:................................................Foundation ! A.
Exterior .. .. 4..........:..........................Roofing ..... f
r
Floors ... ............................................................Interior ..... �...
. . . .. .......................................................
Heating ...i1. ...........................Plumbing .....kl. :.. ...............................................................
Fireplace ..YI.?l.'iL..................................................................Approximate. Cost 0.0
... :................................
Definitive Plan Approved by Planning Board ________________________________19________. Area .. .... ...G? ... ....
Diagram of Lot and Building with Dimensions Fee .......................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
l�
OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS
I hereby agree to conform to all the Rules and Regulations of the Town of.Barnstable regarding the above
construction.
Na .....
onstruction Supervisor's License ....................................
MURPHY, JOSEPH
No ........7 5 9; Y''a!►ait for ,ADD SHED TO GARAGE r
�y ................... ,
Accessory to Dwelling , .
..................................................................... .,
8-9 Pondview Drive
Location ................ ............................
Centerville `a
Fs
Owner ..Joseph Murphy............................. .
t 7 w
T ' e of Construction Frame
YP ..........................
r................................................................................
Plot ................... _,.. Lot ................................. '
.. ^Xwr.�
Permit Granted .....J.une...a,!..::.... ......19 85 r"
Date of Inspection 19
Date Completed ... d....... ..
.....
A- .,�.
r - _
Psesspr s map and lot number ...........7................... -......... '
SE TIC SYSTEM MUST BE of?HETO�
Sewage Permit number .... ........ ....................................`...
INSTALLED IN COMPLIANCE vQy o
WITH ARTICLE II STATE
Z BASHST/1DLE, i
Q SANITARY CODE AND TOWN 9 „A,a
Housenumber .............. .... ..../.....................................,_
REG'.!LATIO vo 1639.
�o war a.
TOWN OF-- BARNSTABLE
BUILDING,* INSPECTOR
APPLICATIONFOR PERMIT TO .........................................................................................:................................::.
t TYPE OF CONSTRUCTION ........................................................................................: ...........................:.
.......� ........................
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby a_ppjliesfo1r/a permit according to the fold nwing
�}information: -
Location ....................... .................. ...........................................................................................................................
ProposedUse ........ ............................... ...............................................................................
Zoning District ..... ........................................................Fire District
Nameof Owner ...... ........:... .............................. ............ ....Address ... ....................................................
t �
Name of Builder ... ...Add t7
Nameof Architect ......... ...................................................Address .......... ............�..:.. ..... . .......................................................
Numberof Rooms ..................................................................Foundation . ....t.............. ............................... ......................
Exterior .....:...!C.k.11.................. ..............................................Roofing .. .... .. ........................................ ............................
Floors ..........................................................Interior .................. ........U "..`...........................................
Plumbing
Heating ............................... g ..........................................................................:.......
Fireplace ...................................... .........................................Approximate Cost ... .................................................. �.
Definitive Plan Approved by Planning Board -----------____--_-----------19--------. Area /a.
Diagram of Lot and Building with Dimensions. Fee
3 ..........................
SUBJECT TO APPROVAL OF BOARD OF HEALTH °V10
gZg 10 ,yH
I � 6
12�
I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above
construction.
Name ............ .. ..............................................................
�.
Murphy, Joseph
. . ' .
� 286I3 I 112 '
No -----.. Permit for -..---.-..�.��..�-.. �
� . .
family dwelling
'
-~----=-----."---^--^--------- '
8q �ood �i�w Drive ' '
` Loco�on _---------..---------.-' .
.
----''--.. ---.-------
. . .
Owner ~--..jyP�Q�..�����X--------.. ~
' Type of Construction ............frame______.. / `
-----..~..------------------.. . )
|
Plot -----.. L�� ^---#-- -----. '
� -'''. .' '' l �
/
Permit Granted .......Sept*eobax`-Z5.......lq 78 �
Dote of Inspection . --..lA ,
Date Completed / °-����� .'. -�---..lA '
y - .
� ^ .
j
PERMIT REFUSED .
..` lA
� �-�--�_�=-------------.
. . '
- ..
^ '
t
-�= -^r --'
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-_ .... ................ .
---..x.w:.: -.*���°~�`^.��*=`'=--' '
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� . .
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.___------------.. lg
Approved .
~ , .
--. _-------,.~,---...---.. ~-''r-' ' ' .
.`
----.---,-------~.---~--.-~... '
- .
' .
| �
TOWN OF BARNSTABLE
Permit No.
Buil Inspector - — —-
� �g"a
IM Cash
OCCUPANCY PERMIT Bond ----__ -
-----------------
"No building nor structure shall be erected, and no land, building or structure shall be
used for a new, different, changed, or enlarged use without a Building Permit therefor
first having been obtained from the Building Inspector. No building shall be occupied until a
certificate of occupancy has been issued by the Building Inspector."
Issued to Joseph Murphy Address
89 Pond �T! r-.
- - - • -�'sri ZI�-
Wiring Inspector
Inspection date
Plumbing Inspector �
Inspection date
Gas Inspector
Inspection date
Engineering Department ' Inspection date
THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL
SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN
REQUIREMENTS.
B
....................................................... 19......
Building Inspector
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IMPOF TANT - UPGRADE REQUIRE®
STATE RUJI DING CODE REQUIRES THE UPGRADING Of
SMOKED ECTORS FOR THE ENTIRE DWELLING WHEN
— — --- --ONE OR MC RE SLEEPING AREAS ARE ADDED OR CREATED. — _ =—
- U
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JOB: 0808
DRAWN BY: KW
DATE: 10/8/08
e
62-0
' . NOTE:
20-b 20-6 21'-0° CONTRACTOR TO REFER
10'-01 10'-0" TO WFCM 110 X B AND (�
CHECKLIST FOR ADDITIONAL
HIGH WIND TECHNIQUES
NOTE: RELATED TO THIS PLAN '
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VERTICAL SHEATHING WITH
Sd NAILS 3" EDGE/12" FIELD
(4)16d NAILS PER FT BOTTOM PLATE
L6 11% OF EACH WALL RUN
VERTICAL SHEATHING WITH
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FIRT FLOOR PLAN sd NAILS 3n EDGE/12n FIELD
DRAWN 5Y: KW
SCALE: 1/4" 1'-0" (4)16d NAILS PER FT BOTTOM PLATE DATE: 10/8/08
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SCALE: 114" m V-O"
JOB: 0808
DRAWN BY: KW
DATE: 10/8/05
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SECTION II A II SHEET 5 OF 5
SCALE: 1/4" m 1'-0"
JOB: 0808
DRAWN BY: KW
DATE: 10/8/08
GENERAL NOTES :
i. • ' r•r.;t.. � - a :
1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS . '• ..._ a
2.) LOCUS AREA IS COMPRISED OF a°�•f•Y �� � •�'e� ••�b�. � `,; _
BARNSTABLE ASSESSORS MAP 229 PARCEL 024
DEED BOOK 19938 PAGE 271 D • $
LOT 6A O PLAN BOOK 123 PAGE 69 N(J r O WF Al-1
r 0 WF At-2 •• r Ce 1`'
APPLICANT: BAYSIDE BUILDING, INC. L 117'}
P.O. BOX 95 WF A1-4
� 4
CENTERVILLE, MA 02632 WF Al3
1 •.
WF Al-5
3.) PRIMARY BENCHMARK : GIS INFORMATION WF A1-7
BARNSTABLE BASEMAP 229
WF A1L9 �GrC WF Al-6 N
,m a� '`/ • .�' -.
,per/ O H• H• -, •�,' ( .
PROJECT BENCHMARK : PK O POND VIEW DRIVE ,
WF Al—S ��
EL = 38.26' (APPROXIMATE NGVD) 1 }�
4-) ZONING INFORMATION ` 1 85
ZONING DISTRICT RD-1 Residential. ( )
MINIMUM ZONING REQUIREMENTS W SNE� HELD LOCUS MAP Scale. 1 - 20W
MIN. LOT AREA = 87,120 S.F. (RPOD) yr O2
MIN. LOT FRONTAGE = 20' pARC
FRONT YARD = 30' SIDE do REAR YARD = 10' / 10' 15. 71 Sa' FT GS)
MIN. LOT WIDTH = 125' SAP 2�9zs Pcpes ft
0.6
OVERLAY DISTRICTS: RPOO, AP PREP TO ElLEGEND
( BOUND
HELD
CB/DH—FND
EL=36.58' � NGE � ELECTRIC METER
5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED 9
TO BE NECESSARY A TYRE SEARCH SHALL BE PERFORMED BY OTHERS. FLP\\' tj HYDRANT
Pp5� ®6,) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD GAS METER
—■ —
MIFORMATION CONSISTING OF PLANS AND DEEDS. WATER LINE
K
THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD d3 pV�`�, `\M� 2291025 yyG WATER GATE
SURVEY PERFORMED BY BAXTEER NYE ENGINEERING do SURVEYING ON OCTOBER 8, 2008. p N11r
ROBERT D. & AIARY L
MOcMURDY
7.) COMMUNITY PANEL NUMBER: 250001 0005 Ca,�
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, A NON—HAZARD AREA / VA A i 2 SITE LOCATION:
8.) ENVIRONMENTAL INFORMATION:
89 Pond View Drive
i!' 3� �'
229102,T I CENTERVILLE, MA 02632
;/ -� PGE 0 a
• SITE IS NOT WITHIN AN AC.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). PH/LL/P S. >OMARCH/O ' ;i ' GPI g A�' PREPARED FOR
• SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER Z� � i �4.2 0 Bayside Building, Inc.
NHESP MAP OCTOBER 2008 "ESTIMATED HABITATS OF RARE WILDLIFE KEVIN BARN/CLE 9 \ 6 toP.O. Box 95
FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). ,
• SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 2008 .12 Centerville, MA 02632
CERTIFIED VERNAL POOLS."
• SITE AT POND FRONTAGE, APPEARS TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 2008 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES \ PROPOSED \\ Proposed New Construction
UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10). % \ ADDITION
• SITE IS NOT WITHIN A STATE APPROVED ZONE It GROUND WATER RECHARGE APPROXIMATE
1 0 �� �- •�i PROTECTION AREA SEPTIC TANK BAXTER NYE ENGINEERING & SURVEYING
m
� � T
• WETLAND DELINEATION BY LORI MacDONALD, BAXTER NYE ENVIRONMENTAL SCIENTIST. Om APPROXIMATE o I Registered Professional Engineers and Land Surveyors
\ D—BOXO 78 North Street - 3rd Floor, Hyannis, Massachusetts 02001
9.) UTILITY INFORMATION SHOWN HEREIN: 3 i `1! ��� I T . Phone - (508) 771-7502 Fax - (508) 771-7622
• THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888—DIG—SAFE) AND UTILITY COMPANIES TO LOCATE \ APPROXIMATE ( I �' •
ALL EXISTING UTIUTIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF
EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE LOCATION OF I
� LEACH PITS I I CB/DH—FND 20 0 20 40
WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE I I HELD
AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR
ANY AND ALL LIAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID U/P 35/4
INFRASTRUCTURE AND U1IU11E'S EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE
t* O, Ah.' I g1' \ ���� SCALE 1"=20'
CONTRACTOR SWILL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN `
# JOH 4 IL1 �i I
• THE LOCATION OF THE EXISTING SEPTIC SYSTEM SHOWN ON THIS PLAN IS APPROXIMATE 3( E s \ �. �• TBM O PK SET
AND IS BASED ON TIES OBTAINED FROM: TOWN OF BARNSTABLE BOARD OF HEALTH 2%74 � � EL 38.26 (APPRC
INSPECTION DATE: 9124197 BY MICHAEL DeDECKO, ATLANTIC ENVIRONMENTAL tG tt��� 0
TIES AS SHOWN ON 130H INFORMATION DID NOT CORRESPOND WITH INSTALLER TIE S m CB/ H—FND roi 0.11 DATE. 10/16/08
SKETCH AND SHOULD BE VERIFIED IN THE FIELD. \ / E
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• WATER LINE SHOWN AT POND VIEW DRIVE IS APPROXIMATE AS PER TIE CARD C-6003—L \ • �1 � 1 '
AS PER FAX RECEIVED FROM C 0—MM WATER DEFT. DATED 10/14/08. �` � ?o��v+�
• FIELD SURVEY INDICATES SERVICE TO THE DWELLING AT LOCUS IS FED OVERHEAD FROM b I` `�` 'P� 1C
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229/02.3 ��,� �,• NOP� CEWMRWUFn MA 02632
BARNSTABLE ASSESSORS YAP 229 PARCEL 024 pH/CLIP S` Tgl/ARI.�/!O E`� PFBVM FOR
DEED BOOK 19938 PAGE 271 ti N P a>
LOT 6A O PUN BOOK 123 PAGE 69 10 g Bayside Building, Inc.
KENN BARN/lXE
9 \ P.O. Box 95
APPLICW. BAYSIDE MADING, INC. �'• \�2 c�� `NG 1• 1k�' \ 13'3 Celltel'Vllle, ARIA 02632
P.O. BOX 95 1 IWD g. \
CENTERVILLE; MA 02632 > ;N" #1�01 \\
\\ Foundation Certification Plan
COMMUNITY PANEL NUMBER. 250001 0005 C
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TW n0°° NRR4NCE RATE "'"P °EM '"S ARFA AS ANON D MIX ; BAXTER NYE ENGINEERING & SURVEYING
MUNIMMN LOCATION 0AX NOVEI W 20, 2= ( ,
I to t Registered Professional Engineers and Land Surveyors
i 78 North Street-3rd Floor,Hyannis, Massachusetts 02001
I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS
N IN COMPUANCE MATH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDEUNE AND SETBACK j / 39' Phone - (508) 771-7502 Fax - (508) 771-7622
o REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED
WITHIN A SPECIAL FLOOD HAZARD AREA.ro
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THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USE . �-
D TO ESTABLISH PROPERTY UNES 20 0 20 40
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