HomeMy WebLinkAbout0372 WHEELER ROAD ��� Z )heejer
,off
Town of Barnstable s,
Building Department - 200 Main Street
BAMSTABLE, # Hyannis, MA 02601
MAC. (508) 862-4038
s639. �0
Certificate of Occupancy
Application Number: 200708241 CO Number: 20080277
Parcel ID: 081004 CO Issue Date: 03120109
Location: 372 WHEELER ROAD Zoning Classification: RESIDENCE F DISTRICT
Proposed Use: SINGLE FAMILY HOME
Village: MARSTONS MILLS
Gen Contractor: SCHULZE, WILLIAM Permit Type: RC00
CERTIFICATE OF OCCUPANCY RES
Comments:
Building Department Signature Date Signed -
HETpk, TOWN OF BARNSTABLE �uildin
ti g
Application Ref: 200708241 BAIMSTABLE, Issue Date: 01/14/08 Permit
9 MASS. g
1639• �e ArF A Applicant: SCHULZE,WILLIAM Permit Number: B 20080103 p��
Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/13/08
[Location 372 WHEELER ROAD Zoning District RF Permit Type: REBUILD HOUSE AFTER TEARDOWN
Map Parcel 081004 Permit Fee$ 1,722.00 Contractor SCHULZE,WILLIAM
Village MARSTONS MILLS App Fee$ 100.00 License Num 56340
Est Construction Cost$ 420,000
Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND
REBUILD NEW SINGLE FAMILY WOOD FRAME PER PLANS THIS CARD MUST BE KEPT POSTED UNTIL FINAL
3 BEDROOM, 3 BATH INSPECTION HAS BEEN MADE. WHERE A
CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH
Owner on Record: MULLEN,ALICE E TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL
Address: %SIDMAN MARJORIE INSPECTION HAS BEEN MADE.
376 WHEELER RD
MARSTONS MILLS, MA 02648
Application Entered by: RM Building Permit Issued By: /C/11�'
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.
ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.
STREET OR ALLY 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.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:
1. FOUNDATION OR FOOTINGS.
2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED.
3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION.
4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH).
5. INSULATION.
6.FINAL INSPECTION BEFORE OCCUPANCY.
WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS.
WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.
PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF
DATE THE PERMIT IS ISSUED AS NOTED ABOVE.
l
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A).
rM
a A
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS
1 1 �fi�
RbW— //
'Ap..v 6 a r '6 -1
2 > �q°p6 7 sMW y cc g 2 �I / lj 2 �
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303� % 1 Heat* Inspection Approvals Engineering Dept
broj / 1 � h�
Firs Dept 2 Board o I althM( �C
—f'wl �✓�s��e o3-I�-d9 3�� �
TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map Parcel Application#
Health Division Xd J/ sued 1
cw
a Conservation Division -Application Fee
Tax Collector Permit Fee
Treasurer
Planning Dept.
Date Definitive Plan Approved by Planning Board
Historic-OKH Preservation/Hyannis
Project Street Address 3 72- W R C t_L E R ROA0
Village
Owner s►.) e M AR(, E S 17h�d A� _Address :3 76
Telephone 508 29 2 5 2 3
'Permit Request P 0ILSH r (;-r C L6,46 E c.._01\)-5':(2 ,,4c i'
5 (we' L E .4 M i! 4_4� �/C�d�� �la s O 5 O fz. P�MJ S
nPP,01 ,71 oi5
,J Square feet: 1 st floor:existing O o proposed 2nd floor:existing 50 proposed 2A I Total new
Zoning District Flood Plain Groundwater Overlay
Project-Valuation- 14�'a'OZ) Construction Type
Lot Size "J�� 7 f 8 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.
_a
Dwelling Type: Single Family Two Family ElMult'i-Family(#units) o
i m
Age of Existing Structure 36 LI K Historic House: ❑Yes 0 No On Old King's Fh'way: es -jXNoco
.
Basement Type: ❑Full ❑Crawl 1AAalkout ❑Other ='
Basement Finished Area(sq.ft.) � `1 4 Basement Unfinished Area(sq.ft)
� Number of Baths: Full:existing new 3 Half:existing
�//�� rid
U ' Number of Bedrooms: existing new
Total Room Count(not including baths):existing new O First Floor Room Count —1
Heat Type and Fuel: 9(Gas ❑Oil ❑Electric ❑Other --4 1 (Z
Central Air: X-Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ;d No If yes, site plan review#Current Use S1 h Le— l l Proposed Use s1h q (e t7,--m► Ii
� ke�>
BUILDER INFORMATION
Name W i i A evi `J��� J->-9, Telephone Number 509 —717 `"4 g-7
Address 6� ®GkV, 2E-g! License# `� �i '
CE: R- Q t L L�"� , 11) Home Improvement Contractor#
Worker's Compensation# 6 (3'� 99- Yd
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO (fo e7M.11s}er 15F,,QV 1 C:
SIGNATURE DATE I 2, ( — 0 -7
' FOR OFFICIAL USE ONLY
APPLICATION#
GATE ISSUED
M�P/PARCEL NO.
1
ADDRESS I VILLAGE
OWNER
DATE OF INSPECTION: .
FOUNDATION BFD @ 3 lo q O g k scze
FRAMECo
INSULATION4 ek�o� l�Wlft/ .�Oa��q�D3�PiRdw� i
FIREPLACE
ELECTRICAL: ROUGH FINAL
I •
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
,y FINAL BUILDING MAO3 l` D
DATE CLOSED OUT.
ASSOCIATION PLAN NO.
r
PROJECT r`
NAME-
ADDRESS:
f�$(,c LU
ADDRESS: Wfig6Lr
PERMIT# Or
PERMIT DATE: /47 d
M/P• Los/ 004
LARGE ROLLED PLANS ARE IN:
BOX so
SLOT
Data entered in MAPS program on:
BY:
I
q/wpfiles/archive
M.G.L. - Chapter 143, Section 3u Page 1 of 1
The General. Laws of Massachusetts Search the Laws:,, ,
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PART I. ADMINISTRATION OF THE GOVERNMENT Cha ter Table of Contents
MGL Search Page
General Court Home
TITLE XX. PUBLIC SAFETY AND GOOD ORDER Mass. ov
CHAPTER 143. INSPECTION AND REGULATION OF,AND LICENSES FOR, BUILDINGS,
ELEVATORS AND CINEMATOGRAPHS
INSPECTION OF BUILDINGS
Chapter 143: Section 3U. Labeling of safety glazing materials
Section 3U. Each light of safety glazing material manufactured, distributed, imported, or sold for use in
hazardous locations or installed in such a location within the commonwealth shall be permanently
labeled by such means as etching, sandblasting, firing of ceramic material on the safety glazing material,
or by other suitable means so as to be easily visible and legible. The label shall identify the labeler,
whether manufacturer, fabricator or installer, and the nominal thickness and the type of safety glazing
material and the fact that said material meets the test requirements of section three T.
Such safety glazing labeling shall not be used on other than safety glazing materials.
http://www.mass.gov/legis/laws/mgl/143-3u.htm 3/19/2009
372 Wheeler Road, Marstons Mills, MA Page 1 of 1
Mckechnie, Robert
From: Rob Orfeo [rob@andersoncourts.com]
Sent: Wednesday, March 18, 2009 6:10 PM
To: Mckechnie, Robert
Cc: Bill Schulze
Subject: Re: 372 Wheeler Road, Marstons Mills, MA
Bob ,
We have never been asked to provide a stamped , approved design , in the United States . In fact you are
the first person in the 12 years I've been with the company to ask for the test results after installation . We have
just found a similar requirement in specifications for 2 Canadian projects , but of course they want it certified to
CAN2-12.1. In the past all we have been required to provide is the temperer's stamp , permanently infused in the
glass , which should be on each piece of glass we installed . ( I have not been to that job myself so can't swear it
is there) . I spoke to the factory and the glass panels should be stamped indicating they meet the appropriate
specs for 1/2"tempered safety glas's .
I have reviewed the 7th edition of the State Board of Building Regulations and can find no discrepancy with the
information I sent you . The spec says the testing can be carried out on "an actual or simulated glass wall
installation " . I see no mention of site specific information or an Engineer's stamp . As you can imagine , to
provide a site visit by a licensed engineer for each project would be prohibitively expensive for the client . This is a
design that is long established and safely installed in hundreds of facilities . In our area the local Building
Inspector has necessary latitude in interpreting the building codes and I sympathize when you are asked to
assess this kind of information . I can assure you that the CPSC standard listed uses a lighter load than the test
results I sent you used and deflection was less . I have copied Bill Schulze on this and will ask him to verify that
the glass panels do carry the appropriate imprint in the glass .I hope this helps .
-----Original Message From: Mckechnie. Robert
To: rob @ andersoncourts.com
Sent: Wednesday, March 18, 2009 9:34 AM
Subject: 372 Wheeler Road, Marstons Mills, MA
Hi Rob,
Thanks for the info regarding the squash court glass wall at the above address. However, the information that
need has to be site specific and is commonly one or two sheets of information (an affidavit showing compliance
with CPSC 16 CFR part 1201)with an engineer's wet stamp affixed verifying the approved product was
installed at that location. I would accept a faxed copy of this information followed by an original mailed in a
timely manner.
Our department follows this protocol for any glass that is used in any hazardous location that does not have a
permanent identifying mark.
Thank you,
Bob McKechnie
Local Inspector
Town of Barnstable
Phone: 508-862-4033
Fax: 508-790-6230
3/19/2009
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`oF.HE T � Town of Barnstable
SAR.,ismkq. - Regulatory Services - - -
• MASS
�prEC300i Building Division
t 200 Main Street,Hyannis,MA 02601
Office: 508-8624038
Fax: 508-796-6230
��'`• Inspection Correction Notice
I Type of Inspection Arm) f, �
-Location WA, Permit Numbe ,q- ;z 0 0 7 0
Owner Builder
i
One notice to remain on job site, one notice on file in Building Department.
The following items need correcting:
�I
Please call: 508-862- for re-inspection:
Inspected by It G�
Date
i
�,►+f r Town of Barnstable
Regulatory Services
VrADM
Thomas F.Geiler,Director
Building Division rE�AA1.�A _
Thomas Perry, CBO,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnsta ble.maxs
'Office: 508=862-4038 Fax: 508-790-6230
PLAN REVIEW
Owner: /-A I1iLft�i/ Map/Parcel: ®�/ 410 Cl-
Project Address 3'ra wHc&4- P 1'0� Builder: KuI-Z,
The following items were noted on reviewing:
►Aj(?D,— !`AJ s<Q k,4q::r,.6
►,(bc c-ry rs a F 78o K a 40 7. o
Reviewed by:
Date:
Q:Forms:Plnrvw
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,per The Commonwealth of Massachusetts -
�\ Department of Industrial Accidents
Office of Investigations
y' d 600 Washington Street
` Boston,MA 02111'
www.mass.gov/dia '
Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information � ) _ l .Please Print Legibly
llaIlle(Busines�Organization/Individual): W1 111 A AYE 5CMU nt � �ckyt ]-z t �� CO. C-
Address: 6)5 C xac j.'s I- 'sTi'a.ee—r
City/State/Zip: C5AA5/20) l.#L6 Iy A Phone.#: 5_0 S -7
Are you an employer? Check the approprtate box: .Type of project(required):,
i,® I am a employer with '2 ° 4. [] I am a general contractor and I
� 6. 0 New construction .
employees(full and/or part time).* • have hired the sub-contractors
2',❑ I am a'sole proprietor or partner-
listed on the sheet. 7. ❑Remodeling
ship and have no employees These sub-contractors have g, (]Demolition
-workin for me in an capacity. employees and have workers'
g y p ty. 9, []Building addition
[No workers' comp,insurance comp, insurance.
'
5. We are a corporation and its 10.❑Electrical repairs or additions
required.] officers have exercised their 11.❑Plumbing repairs or additions
3.❑ I am a homeowner doing ill-work .
Myself.[No workers'comp. right of exemption per MGL 12,❑Roof repairs
insurance.re t c. 152,'§1(4), and we have no
required.]] employees, [No workers' 13.❑Other_
comp.insurance required.]
*Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners,who submit this affidavit Indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. .
=Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must providt:their workers'comp.policy number.
1 am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site'
information.Insurance Company Name: ?L 6
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: 37 Z �J4ireLEtz gage City/State/Zip: MIA R5 TC tIt? MILL' ./�A
Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). OZ 63�—
Failure•to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine
�- of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the-Office of
Investi ations of the bIA for incur Ce covera a verification,
I do hereby certify under the pain •and pens es ,perjury that the information provided above is true and correct.
Si afore Date:
Phone# g 71 ®�
Offccial use only. Do not write in this area, tb be completed by.city or town official,.
City or Town: ' Permit/License#
Issuing Authority(circle one):
:1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector
6, Other
Contact Person: Phone#:
,
Kanayo Lala, P.E. .............12/21/2007
PROJECT: Sidman Residence
376 Wheeler Road, Marstons Mills, MA
DESIGN FOR-GIRDERS/JOISTS/RAFTERS- 1st Floor Beam F 1
at Living Room
LOADS: DEAD LOAD 15.00 PSF 225 PLF Ce= 1 CF=0.99
SNOW LOAD PSF 0.00 PLF Cq= 0.9 Cs=
LIVE LOAD 40.00 PSF 600 PLF qs= 21 Cd= 1
TOTAL LOAD 825.00 PLF 1= 1 Cm=1
WIND SPEED 90 MPH p= 18.9 PSF
POINT LOAD LB a= FT
Ra= 0 LB 6600.00
TRIBUTARY WIDTH 15 LF E= 1800000 PSI
JOIST/GIRDER SPAN 16 LF Fb= 2400 PSI
WIDTH- IN 5 GLAM 13 1/2" IN = d Fv= 190 PSI
ROOF PITCH -N :12 = Fc= 1900 PSI
Fcp= 650 PSI
MOMENT= 26400 LB-FT
MOMENT2= 0 LB-FT 152 =S providecOK
S= 132 I103 986 = 1
Deflection = 0.69 IN =U 280 280 For Total Loa✓1Required L/240
Deflection2= 0.00 IN =U ERR 385 For Live Load Required U360
Fcp'= 406 PSI OK 3.25 In Bearing Length
Fv'= 147 PSI OK
� :.s�✓'KANAleo, ti
LALA n
` . 337I0-C
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Kanayo Lala, P.E. .............12/21/2007
PROJECT: Sidman Residence
376 Wheeler Road, Marstons Mills, MA
DESIGN FOR-GIRDERS/JOISTS/RAFTERS- 1st Floor Beam F2
at Living Room
LOADS: DEAD LOAD 19.00 PSF 213.75 PLF Ce= 1 CF=1.00
SNOW LOAD PSF 0.00 PLF Cq= 0.9 Cs=
LIVE LOAD 40.00 PSF 450 PLF qs= 21 Cd= 1
TOTAL LOAD 663.75 PLF 1= 1 Cm=1
WIND SPEED 90 MPH p= 18.9 PSF
POINT LOAD LB a= FT
Ra= 0 LB 2655.00
TRIBUTARY WIDTH 11.25 LF E= 1800000 PSI
JOIST/GIRDER SPAN 8 LF Fb= 2400 PSI
WIDTH- IN 3.125 GLAM 10 1/2" IN = d Fv= 190 PSI
ROOF PITCH -N :12 = Fc= 1900 PSI
Fcp= 650 PSI
MOMENT= 5310 LB-FT
MOMENT2= 0 LB-FT 57 =S providecOK
S= 27 1103 301 = 1
Deflection = 0.11 IN =U 852 852 For Total Lo Required L1240
Deflection2= 0.00 IN =U ERR 1256 For Live Load Required U360
Fcp'= 261 PSI OK 3.25 In Bearing Length
Fv'= 121 PSI OK
►cANAYO
H. N
LALA
.� No. 33710-C
°'ECi.STFR�` a4..
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Kanayo Lala, P.E. .............12/21/2007
I
PROJECT: Sidman Residence
376 Wheeler Road, Marstons Mills, MA
DESIGN FOR-GIRDERS/JOISTS/RAFTERS- Roof Ridge R1
At Living Room
LOADS: DEAD LOAD 12.00 PSF 12 PLF Ce= 1 CF=0.97
SNOW LOAD 40.00 PSF 40.00 PLF Cq= 0.9 Cs=
LIVE LOAD PSF 0 PLF qs= 21 Cd=1.15
TOTAL LOAD 52.00 PLF 1= 1 Cm=1
WIND SPEED 90 MPH p= 18.9 PSF
POINT LOAD 6448 LB a= 8 FT
Ra= 3224 LB 416.00
TRIBUTARY WIDTH 1 LF E= 1800000 PSI
JOIST/GIRDER SPAN 16 LF Fb= 2400 PSI
WIDTH- IN 5 GLAM 16.5" IN = d Fv= 190 PSI
ROOF PITCH - N :12= Fc= 1900 PSI
Fcp= 650 PSI
MOMENT= 1664 LB-FT
MOMENT2= 25792 LB-FT 270 =S providecOK
S= 119 IW3 1683 = 1 ,,{{
Deflection = 0.03 IN =L/ 7587 566 For Total LoaRequired L/240
Deflection2= 0.31 IN =L/ 612 736 For Live Load Required L/360
Fcp'= 224 PSI OK 3.25 In Bearing Length
Fv'= 66 PSI OK
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Wj. 33710-C
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Kanayo Lala, P.E. .............12/21/2007
PROJECT: Sidman Residence
376 Wheeler Road, Marstons Mills, MA
DESIGN FOR-GIRDERS/JOISTS/RAFTERS- Roof Rafter R2
At Living Room
LOADS: DEAD LOAD 12.00 PSF 96 PLF Ce= 1 CF=0.99
SNOW LOAD 40.00 PSF 320.00 PLF Cq= 0.9 Cs=
LIVE LOAD PSF 0 PLF qs= 21 Cd= 1.15
TOTAL LOAD 416.00 PLF 1= 1 Cm=1
WIND SPEED 90 MPH p 18.9 PSF
POINT LOAD LB a= FT
Ra= 0 LB 3192.80
TRIBUTARY WIDTH 8 LF E= 1800000 PSI
JOIST/GIRDER SPAN 15.35 LF Fb= 2400 PSI
WIDTH- IN 3.125 GLAM 13 1/2" IN = d Fv= 190 PSI
ROOF PITCH-N :12= Fc= 1900 PSI
Fcp= 650 PSI
MOMENT= 12252 LB-FT
MOMENT2= 0 LB-FT 95 =S provided OK
S= 53 IW3 616 = 1
Deflection= 0.47 IN =U 393 393 For Total Load Required L1240
Deflection2= 0.00 IN =U ERR 511 For Live Load Required L/360
Fcp'= 314 PSI OK 3.25 In Bearing Length
Fv`= 114 PSI OK
OF
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H.
LA:.A
Ro. 33710-C
aFFt►�ION L E\�6�
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Kanayo Lala, P.E. .:...........12/21/2007
PROJECT: Sidman Residence
376 Wheeler Road, Marstons Mills, MA
DESIGN FOR-GIRDERS/JOISTS/RAFTERS- Roof Rafter R3
At Dining Room
LOADS: DEAD LOAD 12.00 PSF 72 PLF Ce= 1 CF=0.99
SNOW LOAD 40.00 PSF 240.00 PLF Cq= 0.9 Cs=
LIVE LOAD PSF 0 PLF qs= 21 Cd= 1.15
TOTAL LOAD 312.00 PLF 1= 1 Cm=1
WIND SPEED 90 MPH p 18.9 PSF
POINT LOAD LB a= FT
Ra= 0 LB 2714.40
TRIBUTARY WIDTH 6 LF E= 1800000 PSI
JOIST/GIRDER SPAN 17.4 LF Fb= 2400 PSI
WIDTH- IN 3.125 GLAM 13 1/2" IN = d Fv= 190 PSI
ROOF PITCH-N :12= Fc= 1900 PSI
Fcp= 650 PSI
MOMENT= 11808 LB-FT
MOMENT2= 0 LB-FT 95 =S provided OK
S= 51 IW3 616 = 1
Deflection= 0.58 IN =U 360 360 For Total Load Required L/240
Deflection2= 0.00 IN =U ERR 468 For Live Load Required L/360
Fcp'= 267 PSI OK 3.25 In Bearing Length
Fv�- 97 PSI OK
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Ll+ V.o. 33710-C
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Z X
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Loads: LC 4, DL+SLa'J`?'`' 't'
Results for LC 4, DL+SL
376 Wheeler Road,Marston Mills,MA Sidman Residence-Cantilever Rafter j{>
Kanayo Lala Dec 21,2007 at 7:03 PM
70 427 CANTILEVER RAFTER#3-29.86 FT
saww MAPSror r MU-,-rW
Ex
.12 k/ft
N1 2 3 N5
1 .8 2.1
QF
KANAYO' 9�
Loads: LC 4 DL+SL ����',_ `
p' Y 1U. 33710-0
Results for LC 4, DL+SL
Reaction units are k and k-ft
376 Wheeler Road,Marston Mills,MA Sidman Residence-Cantilever Rafter
Kanayo Lala Dec 21,2007 at 7:07 PM
70 427 DEFLECTED LOADED LENGTH AND REACTIONS saw MAFEMN MU.Srad
f
Beam: M1
SIDMAN RESIDENCE-RAFTER W/CANTILEVERS
Shape: 3.125X15FS 0 at 19.285 It
Material: G Lam Dy in
Length: 29.86 ft
I Joint: N1 Dz in
J Joint: N5
LC 4: DL+SL
Code Check: 0.186 (shear) -.105 at 29.86 ft
Report Based On 97 Sections
1.046 at 19.596 ft
A k Vy k Vz k
-1.002 at 19.285 ft
N \—
3.946 at 19.596 It
T k-ft My k-ft
M z k-ft
-1.195 at 12.131 ft
.404 at 19.596 ft
ft ksi
fa ksi
"k
TWT
fc ksi
-.404 at 19.596 ft
NDS 2001 Code Check
Max Bending Check 0.170 Max Shear Check 0.186 (y)
Location 19.596 ft Location 19.596 ft
Equation 3.9-3 Max Deft Ratio U3967
CD 1 RB 23.46 CL 1 CV .992
Cr 1 Cfu 1.16 Cf 1 CP .964
ksi Cm Ct CF Y-Y Z Z
Fc' 1.538 1 1 1 Lb .5 ft 7 ft
Ft' 1.1 1 1 1 le/d 4.032 11.76
Fb1' E�
2.381 1 1 1 Sway No No ,\; OF
Fb2 1.669 1 1 1 /
Le-Bending Top .5 ft t�
Fd 18 1 1 Le-Bending Bot 29.86 ft ;�cr NAYU
E 1800 1 1 41 .r H.
ca! ALA
3710•C .
lip
EC/28/2007/FRI 09: 29 AM C-0-MM WATER DEPT. FAX No, P, 001/001
Centerville-Ostervffle-Marstons Mills
Water Department
P.O.BOX 369-1138 MAIN STREET
OSTERVII.LE,MASSACHUSETTS 02655
offtcEO u WATER a
EOARA of WATER CON M* 5SIONERs DEPT,
WATER SUPERINTENDENT 'qs
TEL No.508-428-6691 �bNs
FAX No.508-428-3508
December 27, 2007
Town of Barnstable
Buliding Department
200 Main Street
Hyannis,MA:'02601 : .. ......:....:.
RE: 372 Wheeler Road,Marstons Mills
To Whom It May Concern:
This letter is to inform.you that currently COMM Water Department does not list
a water service at 372 Wheeler Road in Marstons Mills.
Tf you have any questions regarding the above-mentioned property do not hesitate
to contact our office Monday through Friday, 8:OOAM until 4:30 PM.Thank you.
Sincerely,
Let
Herbert L McSorley, Asst. Superintendent
Centerville-Osterville-Marston Mills Water Department .
HLM/bf
9 h V 0301DDZ
R ke4 j'
7814418765 NSTPA SUM SW3161 11:46:25 a.rn. 01-07.2008 2!2
QNsft-rAR One NSTAR Way
ELECTR/C esi�wo�,4tassac�l�,se�tso� o TUtVN OF BARNSTABL'E
OA S
2006 JAN -8 AM 9: 42
January 7, 200E
01VIS1"0N
Mr. Ronald Sidman
376 Wheeler Road
Marstons Mills, MA 02648
RE: 372 Wheeler Rd., Marstons Mills, MA 02648
®ear Mr. Ronald Sidman:
At NSTAR, we're committed to delivering great service.
This letter serves as confirmation that, as of 01/07/08, the electric service to 372
Wheeler Rd., Marstons Mills, MA 02648, has been removed.
Based on this information, there is no electric; power at this address and you may
proceed with the demolition. if you have any questions, please contact me at (78')
441-3040.
Sincerely,
Marion Feeney
New Customer Connects
DEG-28-2007 FRI 12;32 PM KEYSPAN ENERGY FAX NO. 508 394 5019 P. 01
T -N 0 r!
RLE
?008 JA 8 411 4
.........................
�SION
�owt:i Yni mol�!d)., MA 02664
Decullb'Or.N" 2007
17AX: 508-T18-91-41
372, Whoelor Wt., MUSIOMS MAIS
services to the above addrosscs.
I. is to cotifirai there ar- no natural has
.I'his was Coll firwed by a reps-esellintive of Keyspan Energy.
-ir,lot, have- any (itLestions, please call me at 508-760-7481.
field Cocwdi 11a Lot,
1:k,jivcry Cornpany
AM C-0-MM DATER DEFT. - i ,E / `QUO?ital1 � F. 01i: _?!
Ce.rterville-Osterville-Marstons �t .
Water' Dep ,. IR Ei 5 ABLE
P.O.BOX 369. 1138 MAIN!STREET
OSTERVILLE,MASSAfflS -S-q36-SAM 9: 42 ���C °
fT�
oFF,C G cP VVATE R 1 BOARD OF WATER CONMSSIONERS _
WHiFR SVPERP;.cND i1T "" DEPT. ,r
D11�f lS:fU� �srm�"
TFL.No.503-428-601
FAX No 30842E-3108
December 27, 2007
Town of Bar stable
----------Buildii�g..�ep�.,�.�eL,t--._.-------- ..-------_.-----_.__--=—�---------------------
200 Main Straw
Hyannis,NIA 02601
RE: 37.2 Wheeler Road,idlarstons Ntiily
To Whom It May Co=ern:
This letter is to infanu you that=eatly COMM water Department does no'list
a water setvicc at 372 Wheelei Road in Marston.s Mills.
if you have any questions regarding the above-mezrtioned prorfty do not hesitate
to contact our office NIouday through k.riday, °00A,M until 4:30 plot.T,bank yvu.
Sincerely,
Herbert L McSorle.y,Asst, Superintendent
C.enterville-OstervzIle-Merstoii.s Mills Vate.r Department
HI:,M�bi'
I
TRANSMISSION VERIFICATION REPORT
J
TIME 12/28/2007 08:01,
DATE DIME 12/28 06:01
f FAX NO./NAME 17814418765
DURATION 00.00:00
PAGE(S) 00
i RESULT NG
MODE STANDARD
NG POOR LINE CONDITION
I
To: NSTAR Electric
Fax: 781-441-8765
December 27, 2007
I, Marjorie Sidman, Owner of 372 Wheeler Road, Marstons Mills, MA 02648 am
corresponding with you for the purpose of having my electric service shut off at this
address. Please shut off service after January 1, 2008. The existing house at this address
will be demolished and'a new house will be built on the property.
The electric will be reconnected with a temporary service for construction purposes and
then a new electric service will be installed.
My meter number is 43 955 005
Thank you for your attention in matter.
Marjorie Sidman
Phone 508-428-2523
" I
V N
/ 1'_PLI.P.2003,-
6Y
/�� CDo -
/ CALL BEFORE YOU DIG
1-888-DIG-SAFE
NOTE
THE LOCATION OF SURFACE AND
UNDERGROUND OBJECTS SHOWN
ARE NOT WARRANTED TO BE CORRECT
Y
o.
37
e
m
I
0'*1HE11, Town of Barnstable
r
Regulatory Services
r
u" s& E M Thomas F.Geiler,Director
9�'AlF1659.MA'I0. Building Division
Tom Perry,Building Commissioner
200 Main Street,Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
I, &A A T--J-PA S J'/ Q M,4-1 , as Owner of the subject property
hereby authorize �i /�/p 14, ��� �. to act on my behalf,
in all matters relative to'work authorized by this building permit application for:
iAA'5 rolv5 14
(Address of Job) 026 3 Z
Signa of Owner Da
OAA Q-7-0(L i E �(' i h Nv}V
Print Name
If Property Owner is applying for permit please complete the
Homeowners License Exemption Form on the reverse side.
QTORM&OWNERPERMISSION
SHE Town of Barnstable
�pF
y�P Regulatory Services
+ BARNSfABLE,
Thomas F.Geiler�Director'
p MASS. g
t639• p.0 Building Division
lEn � Tom Perry,Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508=79076230
HOMEOWNER LICENSE EXEMPTION
Please Print
DATE:
JOB LOCATION:
number street, village
"HOMEOWNER":
name home phone# work phone#
CURRENT MAFLING ADDRESS:
city/town state zip code
The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and
to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as
supervisor.
DEFINITION OF HOMEOWNER
Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to
be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two-year period shall not be considered a homeowner. Such
"homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be
responsible for all such work performed under the building permit. (Section 109.1.1)
The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other
applicable codes,bylaws,rules and regulations.
The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department-
minimum inspection procedures and requirements and that.he/she will comply with said procedures and
requirements.
Signature of Homeowner
Approval of Building Official
Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the
State Building Code Section 127.0 Construction Control.
HOMEOWNER'S EXEMPTION
The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions
of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such
work,that.such Homeowner shall act as supervisor."
Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,
Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly
when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed
.Supervisor. The homeowner acting as Supervisor is ultimately responsible.
To dnsure'that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,
that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the.last page of this issue is a form currently used by
several towns. You may care t amend and adopt such a form/certification for use in your community.
Q:forrns:homeexempt
i
Affidavit of Substantial Financial Interest 1
C�t�a�K-Z� �'���vl
of on /oath
5 �f ,
depose and state as follows:
1. 1 am an applicant for a building permit for the property located at MapDE3 1 , Parcel1 l
_. The address of the property is ��a o o r c \ 5
2. 1 have C2 % legal or equitable interest in the real property which is the
subject of the building permit application which is identified in paragraph 1 above.
3. Within in the last twelve months from today's date, which is 121. - c , the
following individuals or entities have had a 1% or greater legal or equitable interest in
the real property which is the subject of the building permit application which is
identified in paragraph 1 abode:
Name Address
4. Within the last twelve months, from today's date, which is lz 1 have had
a 1% or greater legal or equitable interest in the following properties which have been
the subject of a building permit application:
Map/Parcel Address
5. Within this calendar year, I have submitted building permit applications for
property in which I have a 1% or greater legal or 6quitable interest.
6. Within the last ten days, I have submitted building permit applications for
property in which I have a 1% or greater legal r equitable interest.
7. Within this month, I have submitted building permit applications for property in
which I have a 1% legal or equitable int est.
8. Within this month, I have received building permits for property in which I have
a 1% legal or equitable interest.
Signed under the pains and penalties of perjury, this2R day of , 2wq
a
2001-0050/affin 1
O/LOTTERY/AFFIDAVIT
.. �lze C�omroiwvz�ueall/ � a�
Board of Building Regulations and Standards
" Construction Supervisor License y
License: CS 56340:
! Birthdate 10/29/1954
gzpirati on=1i0/29%2008
E
Ress iCtio�00'
WILLIAM L SCHULZ "
PO BOX•288
I -
CENTERVILLE,MA 02632 ,e ey Commissioner
i
1
r •
BI-C 21593 Ps;24 l =r f G=:sU r
QUITCLAIM DEED
I, ALICE E. MULLEN, as I am Trustee of The Alice E. Mullen Trust u/i/d July 5, 1977, recorded
with Barnstable County Registry of Deeds in Book 12747, Page 336, of Thirwood Place, 237
North Main Street, Apt. 346, South Yarmouth, Massachusetts 02664,
For consideration paid in the amount of EIGHT HUNDRED THOUSAND AND 00/100
($800,000.00) DOLLARS,
Grant to MARJORIE SIDMAN, of 376 Wheeler Road, Marstons Mills, Massachusetts 02648,
With QUITCLAIM COVENANTS,
A parcel of land situated at 372 Wheeler Road, in Barnstable (Marstons Mills), Barnstable
County, Massachusetts, shown as Lot 3A on a plan entitled "Plan of Land in (Marstons Mills),
Barnstable, Mass. for Alice E. Mullen & Ronald Sidman" dated October 22, 1992, drawn by
Baxter & Nye, Inc., Registered Land Surveyors and recorded in Barnstable County Registry of
Deeds at Plan Book 495, Page 29, being more particularly bounded and described as follows:
NORTHWESTERLY by Wheeler Road, a private way, Forty-Six and 22/100 (46.22)
feet;
NORTHEASTERLY by land now or formerly of Anthony R. Prizzi by two courses
measuring One Hundred Fifty-Seven and 02/100 (157.02) and
about Two Hundred Eighty (280) feet;
EASTERLY,
NORTHEASTERLY &
SOUTHERLY by Middle Pond, about Three Hundred Ninety-Five (395) feet;
NORTHWESTERLY by Lot 4A, about Sixty-Five (65) feet;
SOUTHWESTERLY by said Lot 4A by three courses measuring Two Hundred Thirty-
Nine and 90/100 (239.90), Two Hundred Twenty-Two and 72/100
(222.72) and One Hundred Thirty-Six and 76/100 (136.76) feet.
Containing 1.31 acres, more or less.
There is conveyed as appurtenant to Lot 3A a right of way in common with the owner of Lot 4A,
his heirs, executors, and assigns, over a portion of said Lot 4A on said plan being ten (10) feet in
width and immediately adjoining said Lot 3A for a distance of One Hundred Thirty-Six and
76/100 (136.76) feet from Wheeler Road. Said Lot 3A is conveyed subject to a right of way
appurtenant to Lot 4A in common with the Grantee, her successors and assigns, over a portion of
said Lot 3A being ten (10) feet in width and immediately adjoining Lot 4A for a distance of One
1:\KM0RET0N\042447\QCDEED.WPD
f
Hundred Thirty-Six and 76/100 (136.76) feet from Wheeler Road. Taken together- these two 10-
foot strips are to be used as a common driveway for the benefit of Lot 3A and Lot 4A on said
plan.
Said premises are conveyed subject to and together with the benefit of appurtenant rights of way;
rights, restrictions, reservations, easements and agreements of record, if any, insofar as the same
are now in force and applicable.
For title see deed recorded with Barnstable County Registry of Deeds in Book 9479, Page 314;
see also Trust Certificate attached hereto and recorded herewith.
Executed as a sealed instrument this 'n day of �.) oU tr���� , 2006.
THE ALICE E. MULLEN TRUST U/I/D
JULY 5, 1977,
AAl1
By: r-Mi� C? A,, Uedt/
ALICE E. MULLEN, Trustee
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss.
On this day of A d V , 2006, before me, the undersigned notary
public,.personally appeared ALICE E. MULLEN, Trustee as aforesaid, proved to me through
satisfactory evidence of identification, which was rL - —� , to be the
person whose name is signed on the preceding or attached document, and acknowledged to me
that she signed it voluntarily for its stated purpose.
�— DONNIE-JEAN ARBOGAST Notary Public
,[�AT Notory Public
COMMCNWEAUH of MASSACHUBETU My Commission Expires.
M1ty kipianlltioR EcpUaa Maloh M 201 I
\\Cardinal\Home\Kib101ZEToi4\042447\QCDI_f:D.NvTD
i✓
i
i
TRUST CERTIFICATE
1, ALICE E. MULLEN, as I am Trustee of THE ALICE E. MULLEN TRUST u/i/d dated July 5,
1977 (hereinafter the "Trust") hereby certify as follows:
I. I am the current sole Trustee of said Trust;
2. Said Trust is in full force and effect and has not been amended nor revoked;
3. All of the beneficiaries of said Trust are of full age and are competent; and
4. All of the beneficiaries of said Trust have consented to the transfer of 372
Wheeler Road in Barnstable (Marstons Mills) by the Trust to Marjorie Sidman in
consideration of$800,000.
Signed under the pains and penalties of perjury this 6A day of November, 2006.
A IL CE E. MULLEN, Trustee
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss.
On this,'_g day of November, 2006, before me, the undersigned notary public, personally
appeared ALICE E. MULLEN, Trustee as aforesaid, proved to me through satisfactory evidence
of identification, which were b_-y1,111 , to be the person
whose name is signed on the preceding or attached document, and acknowledged to me that she
signed it voluntarily and under the pains and penalties of perjury for its stated purpose.
_. ._ .. Notary Public
BONNIE-JEAN ARBOGAST My commission expires:
Notary Public
lCOMMONWEALTH OF MASSACHUSETTS
My COMMIsslon Ezplms Mcich 31.2011
®aa�a
\\Cardinal\l-lonle\BN UN H E—I\B.I A\042447'CrRUSC E RTAVI'D
THE INSURANCE COMPANY OF THE STATE OF PENNSYLVANIA 75190-0000 WC 683-89-30
13889 ------------------013-82-0507-00'.
PENNSYLVANIA
SCHULZE BUILDING COMPANY LLC
P 0 BOX 288 Member Companies of
CENTERVI LLE, MA 02632-0000 American International Group
EXECUTIVE OFFICES:
70 PINE STREET, NEW YORK, N.Y. 10270
SEE NAME AND ADDRESS SCHEDULE - WC990610
I.D#
-WORKERS COMPENSATION AND EMPLOYERS PMC INS AGENCY I NC
50 CABOT STREET
LIABILITY POLICY INFORMATION PAGE PO BOX 920179
NEEDHAM, MA 024 2-0002
INSURED IS PREVIOUS POLICY NUMB R
LIMITED LIABILITY COMPANY RENEWAL 00 940748
OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - wc9go6lo
REM 2 POLICY PERIOD 12:01 A.M.standard time at the Insured's mailing address FROM 05/1 1/07 TO 05/1 1/08
REM 3 A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed
here:
MA
B. Employers Liability Insurance: Part Two of the policy applies to the work In each state listed In Item 3.A.
The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident
Bodily Injury by Disease $ SOO,000 policy limit
Bodily Injury by Disease $ 500,000 each employee
C. Other States Insurance: Part Three of the policy applies to the states, If any, listed her%
AK AL AR AZ CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ
NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI
ITEM a The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans.
All information required below Is subject to verification and change by audit.
Estimated Total Rate Per Estimated
Remuneration Premium
Classifications Code Number ❑ ml on 0 Annual 3 Year
X Annual 3 Year uneral
SEE EXTENSION OF INFORMATION PAGE - WC7754
TAXES/ASSESSMENTS/SURCHARGES $562
EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $284 MA
MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM s13,823
If Indicated below, interim adjustments of premium shall be made:
11 Semi-Annually 11 Quarterly Monthly DEPOSIT PREMIUM
ENDORSEMENTS(FORM NUMBER) SEE ATTACHED FORM SCHEDULE - WC990612
03/24/07 PARS IPPANY 82
Issue Date Issuing Office Authorized Representialve wC 00 00 01
M67
INSURED'S COPY
a . •'
,THE INS.URANCE COMPANY OF THE STATE OF PENNSYLVANIA 751 -0000 WC 683-89730
13889 90 -----------------=o 3-82-0507-00--
. PENNSYLVANIA
PRIN I I grout UIP 1111IN411
SCHULZE BUILDING COMPANY LLC Member Companies of
P 0 BOX
288
CENTERVILLE, MA 02632-0000 American International Group
LE
EXECUTIVE OFFICES:
70 PINE STREET, NEW YORK, N.Y. 10270
SEE NAME AND ADDRESS SCHEDULE — WC990610
PMC INS AGENCY INC
''WORKERS COMPENSATION AND EMPLOYERS 50 CABOT STREET
LIABILITY POLICY INFORMATION PAGE PO BOX 920179
NEEDHAM, MA 0 2— 002
INSURED IS PREVIOUS POLICY NUMBER
LIMITED LIABILITY COMPANY RENEWAL 008 40 48
OTHER WORKPLACES NOT SHOWN ABOVE:SEE NAME AND ADDRESS SCHEDULE - wc9go610
REM 2 POLICY PERIOD
12:address standard time at the Insured's
FROM 05/1 1/07 TO 05/1 1/08
ITEM 3 A. Workers Compensation insurance: Part One of the policy applies to the Workers Compensation Law of the states listed
here:
MA
B. Employers Liability Insurance: Part Two of the policy applies to the work in each state listed in Item 3A.
The limits of our liability under Part Two are: Bodily Injury by Accident $ 500,000 each accident
Bodily Injury by Disease $ SOO,000 policy limit
Bodily Injury by Disease $ Soo,000 each employee
C. Other States Insurance: Part Three of the policy applies to the states, if any, listed herff;
AK AL AR AZ CO CT OC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NH NJ
NM NV NY OK OR PA RI SC SD TN TX UT VA VT WI
REM 4 The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans.
All Information required below Is subject to verification and change by audit.
Estimated Total Rate Per Estimated
Classifications Code Number Remunerstlon $100 OF Re- Premium
Annual ❑3 Year muneratlon Annual 3 Year
SEE EXTENSION OF INFORMATION PAGE — WC7754
TAXES/ASSESSMENTS/SURCHARGES $562
EXPENSE CONSTANT(EXCEPT WHERE APPLICABLE BY STATE) $284 MA
MINIMUM PREMIUM $500 MA TOTAL ESTIMATED PREMIUM $1 3,82 3
If Indicated below. interim adjustments of premium shall be made:
11 Semi-Annually El Quarterly Monthly DEPOSIT PREMIUM
ENDORSEMENTS(FORM NUMBER) SEE ATTACHED FORM SCHEDULE — WC990612
03/24/07 PARS IPPANY 82
Issue Date Issuing Office Authorized Representillve WC 00 00 01
M967
INSURED'S COPY
00 be
TOWN OF BARNSTABLE
Building Department - Foundation Permit
Date /- /4/ _ Poo � 20070 # a V/
Permit #
Name 37sDN4gN SArzilWtsE LD4.
Location 3 7a Wftec,&st Pb , fA P%A- ,
081 - oo4 �
sp. of Bldgs.
�l
I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN
COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK
F FM REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED
WITHIN A SPECIAL FLOOD HAZARD AREA.
AO" THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES.
CA- 26- 200
REGISTERED ONAL D SURVEYOR N BAXTER NYE ENGINEERING do SURVEYING DATE
P FM �!�
a
0�'IkL
s
X
MIAP t N/F 8ANTFrONY R.PARCEL iP ASSESSORS MAP: 081 PARCEL: 004
F11D COMMUNITY PANEL NUMBER 250001 0015 C
F.LR.M. MAP ZONES: B AND C
PLAN REFERENCE LOT 3A A PLAN BOOK 495 PAGE 29
DEED BOOK-21593 PAGE 247
Ca/DH Fro
HIMD
^ `N Of
aos� JOH
a 3 28874 H
MAP 81 PARCEL 17
N/F ROOM P. FRA= ET UX �
a2-
,�s SITE LOGITIOk
372 WHEELER ROAD
` ,,• MARSTONS MILLS, MA 02648
WF-*M
L O T 3 A PREPARED FOR
PLAN BOOK 495 PAGE 29
W-A19 54,758 S. F. t to NiOtM1IM
~r
1.26 Acres :I: to
to Rote RONALD SIDMAN
NSF-A/a
.TITLE
Foundation Certification Plan
: -A17
TOP OF CB/DH
87-2 cas
WF .+�1�i.�' !M> BAXTER NYE ENGINEERING & SURVEYING
Registered Professional Engineers and Land Surveyors
78 North Street-3rd Floor,Hyannis,Massachusetts 02601
wF-A13
Ce/bH
Phone-(508) 771-7502 Fax-(508) 771-7622
FM AIL
raw
wF-A14 �R eY�ap 40 0 40 80
Air.
EDGE of WER SCALE IN FEET
LCC: MARCH 13, 2W
SCALE: 1" = 40'
WF-A13
AIL
DATE: 02/28/08
WF-A4
14L
INF-Al2
PLAN BOOK 495 PAGE 29 WF-A7 WF-M WF-Ato
WF-Al1 CPP
NO. BY DATE REMARKS
DRAWN BY: W DESIGN BY: ICHECKED BY-77d DRAWING NUMBER
EDGE of WAIER
nW LACATM: MARCH 13. W07 0: 2007 2007-014 surve worksht 2007-014WS.dw
--
---- — _ - I 2007-014
RAc.L
---- - -- ----- - GENERAL NOTES
1.) THE INTENT OF THIS PLAN IS TO SHOW PROPOSED NEW HOUSE CONSTRUCTION
x
MYSTIC 2.) LOCUS AREA IS COMPRISED OF
R LOT 3A O PLAN BOOK 495 PAGE 29
LAKE w"EE0P
R BARIVSTABLE ASSESSOR'S MAP 081 PARCEL 004
DEED BOOK 21,593 PAGE 247
\ OWNER/APPLOK. MARJORIE SIDMAN
p y 376 WHEELER ROAD
MARSTON MILLS, MA 026M
0
LOCUS `'��' p FM PROJECT BENCHMARK : ONONCAR, 80U2NDWLL 2/ (DATUM: E F)OUND (SEE PLAN)
MIDDLE a y 4.)
zoNlNc INFORMATIONPOND ZONING DISTRICT RF (Residential)
H A M B L I N Ro" oy . •�'• RPOD Resource Protection Overlay District
/
GP Groundwater Protection POND ) � ;
• CURRENT MINIMUM ZONING REQUIREMENTS
LOCUS MAP scale: 1' = 20W •' °�; ,
y`` ` /IP FND MIN. LOT AREA = 2 ACRES
� I \, , MIN. LOT FRONTAGE _ 150'
FRONT YARD = 30'
EXISTING SIDE & REAR YARD _ 15' / 15'
WELL 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE: IF;DETERMINED
/ TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS.
CONSTRUCTION NOTES : 6.) THE PROPERTY LINE WDRIMnON SHOW Is BASED ON CURRENT.AVAMM RECORD
MFORMATION CON;iLSIMG OF PLANS AND DEEDS.
THE EX6W FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE (MOUND FIELD
o a SURVEY PERFORMED BY BAm WE ENGINEERING & SURVEYING ON MARCH 9 MID MARCH
1.) EXISTING HOUSE = 3 BEDROOMS
13, 2007.
PROPOSED HOUSE = 3 BEDROOMS
2. EXISTING LEACH PIT TO BE REUSED IN ITS PRESENT LOCATION. RISER TO 6" � oy ` '�
OTHER gVF0RM11710N SHOWN IS FOR REFERENCE ONLY AND S GIS MFORMATION OBTAINED
BELOW GRADE TO BE ADDED. MAP 81 PARCEL. 16
.'� FROM THE TOWN OF 9ARN5 ME GIS DEPART" (RE LOT 44).
3.) EXISTING SEPTIC TANK TO BE PUMPED AND REMOVED. A MONOLITHIC '1500" �;` p ` h
�, �, y � FND N/F ANTHONY R. PRIZZI � 7.)-COMMUNITY .PANEL NUMBER: 250001 0015 C
GALLON SEPTIC TANK (H-20) TO BE PLACED AS SHOWN WITH RISERS TO 6 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES B AND C.
BELOW FINISH GRADE.
., �,, � AREA OF MINIMAL. FLOODING.
4. NEW DISTRIBUTION BOX (H-20) TO HAVE RISER TO 6- BELOW FINISH GRADE `�
I
m 8.) ENVIRONMENTAL IN
5. FIELD ADJUST INVERTS AS NEEDED. �aSTINc'
f • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL. CONCERN).
WELL r 9-' 0.
FENCE PROTECTED BY
,' \ • SITE APPEARS TO BE WITHIN AN AREA OF ESTIMATED HWAT OF RARE WILDLIFE PER
6.) PROPOSED LIMIT OF WORK TO CONSIST OF SILT FEN
CONSTRUCTION FENCE • 95.0 NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WI FE"
�c FOR USE WITH THE MA WEnANDS PROTECTION ACT REGULATIONS 310 CMR 10)."
' C8/bH FND \ �- \ 0,9
, * . _ • SITE APPEARS IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006
HELD �, _'---93 Ara!(o® 9 'PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER
5koNE pRl r
� �� , ,', oUWT OF ,, THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10)
e
r, 9G tr�i` `. 9010Wm
/ ,,89's - • SITE IS NOT WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE
PROTECTION AREA
C SEp<< • SITE IS WITHIN A TOWN DESIGNATED ZONE OF CONTRIBUTION.
0(;R f8 �/ �,` 86.8
9.) UTILITY INFDRMAl10N SHOWN HEREIN:
TV r �� 1 ' :: + 4
8 3 �.. . • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UnuTY COMPANIES TO LOCATE
MAP 81 PARCEL 17 . 9 // 1,, c , c6E�@•4
p, 0, ALL. DQSIMG UINJTIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF
N/F ROBERT P. FRAZEE. ET UX. ,' o ��/i,�� l f\ / c
� ; � �� /� ,` - _ ---._ EdIS'fIrVG UNIDIRC�UND UTILITIES, AND LINES ARE $FIOWIV M AN APPROXIMATE
�, ' - r�+c i , < ,l WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREM AND NAVE BEEN � BASED ON THE
/ - , :.
7
71, ;< , , ! _ _-- AVAAABL.E UTLLJIY RECORDS NOTED F9REONL TFIE CONTRACTOR AGREES TO BE FULLY RESP0IVSIBLF FOR
/ \ ` - ;:,;;;_.;;,: ;::: ! ANY AND ALL DAMAGES WHICH M W BE OCCASIONED BY THE CONTRACTORS FAa LIRE TO LOCATE SAID
DQSTING MFRASIRUCTURE AND UTILITIES EXACRY. IF FIELD OONDITIONS DIFFERS FROM PLAN INFORMATION, THE
WELL CONTRACiC)R SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDEM.
61.7
9. • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM TOWN OF BARNSTABLE
-- TIMBER EDGE rye _ -1 55.4 TITLE 5 INSPECTION FORM PREPARED BY JAMES D. SEARS, A & B CANCO, DATED/ TYPICAL � r .-v
-' NOVEMBER 3, 2006. CONTRACTOR TO VERIFY IN FIELD THE ACTUAL. LOCATION OF
L 0 T 3 A UNDERGROUND COMPONENTS.
DdSflMG, -- 7 PLAN BOOK 495 PAGE 29
ti , ' 2• WIDE
H ,' , a.� LOCATION OF ADJACENT WELLS AND SEPTIC SYSTEMS TAKEN FROM DESIGN PLANS ON
?�
E�4C � ';. ; PA ' J/ 9 54,758 S. F. f to waterline
i /rnl� /rr, ,� �� = 1 n 70, f- 48.2 1.26 Acres t to waterline FILE AT THE BOARD OF HEALTH.
1IWO. I , ,/ �'�.. .,,, ±�. r r81.4 �`'-.. i` , rr , �. ,.i:�J i
85.9 r
'� . IIEILMIO DEL#VEA" BY SAMUEL HAINES, ENSR MIERNATIONAL; DATE OF DOMAIN MARCH 4 2007•
Q r' 1 ��.; .4,:._ i i/./! J �! I' 1'74,1 r' /'/,i/'',, ,,/�j,44"S
w /, _ o , ! , X / fwfr,; 7.7 FIELD LOCA71ON DATE MARCH 13. 2007 BY BAXTER NYE ENMEERING & SURVEYMQ
-, it Ile 47,0
'� - r ✓ �8 •3 /, If r / WF-/N 7,. 43.7
81.1:-If '' i `r /�./''�/�' •:,� ///��'� �' JAIL LO�AITM�.
\ r WMARK,"
,/ / , , , , ,
372 WHEELER ROAD
/I tellNDJ,f , 66.8 ; , 47,0 A
If
L Pom
UARSTOM MILLS, MA , 02648
. ,' 4.9 PREPARED FOR
,' 445,0fee ' RONALD BADMAN
/ > / 45,1
�
,.-' ' /r ,, / ' �, , / / If
TITLE
DQSTING ,-' � 46.1
` ,' MIFjA15',
- WELL -' /
Proposed House Reconstruction
HELDlk
Jk 43.6
yF wBAXTER NYE ENGINEERING & SURVEYING
I) 49A
-----------------
go -`_ _ F�� Re steiW Professional Engineers and Land Surveyors
�� �.. .... r ��/ -.,r , I,r-. ..� �r' �! ; �� !'`�! �J � � EDGE, � wA 1 Gn O- � � ,
' _ LOC: MARCH 13, 2007
_ ---- ,, / 78 North Street 3rd Floor Hyannis,Massachusetts 02601
Phone (508)771 7502 Fax (508)771 7622
44.7
-1 AIL
--_- -
/` ' i ,`
' 45 0 44 0 SCALE IN FEET
-___-------- --- _
•___"` 1
--_-
__ _ r
` wF-A4� _ r t
-. 43.3
------------ wF-A7 wF-AB wF-Alo 44.s _ DATE: 12-27-07
--- YVF A9 46.8 ,2, CH 0�_f �Q"�
. � 'Y7•'1
1.LOT
PLAN BOOK 495 PAGE 29
o 15T
EDGE OF WATER g N0. BY DATE REMARKS
LOCATION: MARCH 1 ss�(?l�1 �� 'FIELD LOCH 3, 2W7 1......--� w DRAWING NUMBER
lZ sT
0: 200 2007-014 surve worksht 2007-014SP.dw
- -
--- _ ND 2007-014