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t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION
Map _2 r Parcel Permit#
Health Division Date Issued
Conservation Division �la� Fees
Tax Collector EXISTING S TIC SYSTEM 00
0 rea 0
LIMITED TO #OF BEDROOMS PP
Treasurer
Planning Dept. Checked in By �-
Date Definitive Plan Approved by Planning Board Approved By
Historic-OKH Preservation/Hyannis
3
y
Project Street Address /��LR L �-/7 e—
Village 0MA, �1Gr
OwnersGi`�i�i ! .�° fGs Addressbi�ii� �y r�Ls
D
Telephone J-
Permit Request Me i-la kdo&141 /0 ? livid-®Pv(_?/ 411alevte h
�y r-
114,V , kezk'),
f it 2LvT
Square feet: 1 st floor: existing proposed iV 2nd floor: existing ��� proposed Total new
Valuation �hlU e00 Zoning District Flood Plain Groundwater Overlay
Construction Type AlJog'l A�'A
Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. 4
Dwelling Type: Single Family 3 Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes W-<o On Old King's Highway: ❑Yes GWo
Basement Type: Irt-uurll ❑Crawl ❑Walkout D Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: Full: existing new Half: existing new
Number of Bedrooms: existing 3 new
Total Room Count(not including baths): existing new_�_ First Floor Room Count
i r
Heat Type and Fuel: ❑Gas 3 Oil ❑ Electric ❑Other
°Central Air: ❑Yes Flo Fireplaces: Existing 2— New Existing wood/coal stove: ❑Yes UAv'
Detached garage:Clexisting ❑new size Pool: 0 existing ❑new size Barn:O existing ❑new size
Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other:
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes UHII'o' If yes, site plan review#
Current Use � � p :_&) _
:144 --- Proposed Use-
BUILDER INFORMATION\, '5 �oq oZ d
Name Telephone Number 2,01
Address License# Cf 06W,40 r
�1 e1 R mar Home Improvement Contractor# 73--r
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO — i�jiW✓//ya
SIGNATURE 4. teV61 DATE
J
S.: p
7
FOR OFFICIAL USE ONLY r �'
PERMIT NO.
G
DATE ISSUED
MAP/PARCEL NO.
ADDRESS" VILLAGE
OWNER `
DATE OF INSPECTION y
FOUNDATION .Fk1
FRAME
INSULATION v� nJ o L' z
tar
FIREPLACE J.—
' i. t
ELECTRICAL: =ROUGH FINAL
r.~ t
PLUMBING: ROUGH FINAL
GAS: ROUGH FINAL
FINAL BUILDING `
DATE CLOSED OUT `
ASSOCIATION PLAN NO.
r
r
°Ftr�Elpk, Town of Barnstable
Regulatory Services
Thomas F.Geller,Director e
9 ,MA88.
6
:5F �a`0 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
Permit no.
Date Af ��
AFFIDAVIT
HOME IMPROVEMENT CONTRACTOR LAW
SUPPLEMENT TO PERMIT APPLICATION
MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion,
improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied
building containing at least one but not more than four dwelling units or to structures which are adj acent to
such residence or building be done by registered contractors,with certain exceptions,along with other
requirements.
4"
Type of Work: dEstimated Cost /0D.06
Address of Work: /2�> ��11)lk4d J,9 •
Owner's Name:
Date of Application:
I hereby certify that:
Registration is not required for the following reason(s):
Work excluded by law
❑Job Under$1,000
❑Building not owner-occupied
❑Owner pulling own permit
Notice is hereby given that:
OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED
CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE
-ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A.
SIGNED UNDER PENALTIES OF PERJURY
I hereby apply for a permit as the agent of the owner:
Date Con actor Name- Registration No.
OR
Date Owner's Name
Ql ms:homeaffidav
RESIDENTIAL BUILDING PER.NHT FEES
APPLICATION FEE
New Buildings $100.00
Residential Addition $50.00
Alterations/Renovations $50.00
Change of Contractor/Builder $25.00
FEE VALUE WORKSHEET
NEW LIVING SPACE
square feet x$96/sq.foot= x.0041=
plus from below(if applicable)
ALTERATIONS/RENOVATIONS OF EXISTING SPACE
0 square feet x$64/sq.foot= a b y 9j-�10 x.0041= 1136 ° 31
plus from below(if applicable) .
GARAGES(attached&detached)
square feet x$32/sq.ft.= x.0041=
ACCESSORY STRUCTURE>120 sq.ft.
>120 sf-500 sf $35.00
>500 sf-750 sf 50.00
>750 sf- 1000 sf 75.00
>1000 sf- 1500 sf 100.00
>1500 sf-Same as new building permit:
square feet x$96/sq.foot= x.0041=
STAND ALONE PERMITS
Open Porch x$30.00=
(number)
Deck x$30.00=
(number)
Fireplace/Chimney x$25.00=
(number)
Inground Swimming Pool $60.00
Above Ground Swimming Pool $25.00
Relocation/Moving $150.00
(plus above if applicable),
Permit Fee .3
Projeost
Rev:063004
'f t ;AiG-4-2005 10:29A FROM:EDWARD BING ARCH INC 16173540163 TO:15087477209 P.2
Tuesday, August 02,20051:59 PM Stephen M.Catton 508-747-7209 p.02
� r Town of Barnstable
Regulatory Services
a�tsreus, _
NAM Thomas F:Getter,Director
,e Building Division
Tom Perry, Building Commissioner
200 Main Street, Hyannis,MA 02601
www.town.barnstablema.us
Office: 508-862-4038 Fax: 508-790-6230
Property Owner Must
Complete and Sign This Section
If Using A Builder
as Owner of the subloct property
hereby authorize SreV6- CAT1roN(1 jLotk It act on my behalf,
is all matters relative to work authorized by this building perrnit application for.
1ZQ PAWS
(Addres of Job)
lAtl�t CR3- LJ-1
2 Ze)-tlS�
Sifnaiure of Owner Date
tf 1c )gARP (-4, LrYO&/
Print Name
QTORMS:OWNERPERMLSSION
- ` Jtie�ooivnwnu�ea� aclu'°el�s
BOARD°OF BUILDIN REGULATIONS
License. C9NSTRUCTION:SUPERVIS: .
NWmbei GS 066220
Birt
Restricted 00
STEPHEN M ON
PO BOX 1171/13SC
P O MA
LYMUTH, 023 Commisslone
✓lie l�aavnzoozruea� a�✓�aaaaclurQelta
Board of Building Regulations and Standards License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:
Re istraf on:, 12213 Board of Building Regulations and Standards
_.Expvation 10/9/2006
One Ashburton Place Rm 1301
TYPe Individual Boston,Ma.02108
STEPHEN M.CATTON
STEPHEN CATTON
74-11 CAMELOT DR
PLYMOUTH,MA 02360
Administrator Not valid without signature
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
600 Washington Street
Boston,MA 02111
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information g. Please Print Legibly
Name (Business/orpnization/individual): ��"�AL �% ` - �r��
Address:
City/State/Zip: - ?/M L.°A, MJ, 0 Phone#:
Are you an employer?Check the appropriate box: Type of project(required):
1.❑ I am a employer with , 1 4. ❑ I am a general contractor and I 6. ❑ New construction
prnployees(full and/or part-time).* have hired the sub-contractors
2. I am a sole proprietor or partner-
listed on the attached sheet. Remodeling
ship and have no employees These sub-contractors have 8. ❑ Demolition
working for me in any capacity. ' workers' comp. insurance. 9. ❑ Building addition
[No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions
required.] I I officers have exercised their
3.❑ I am a homeowner doing all work right of exemption per MGL , 11.❑ Plumbing repairs or additions
myself.[No workers' comp. C. 152,§1(4),and we have no 121-1 Roof repairs
insurance required.]t employees. [No workers' 13.❑ Other
comp.insurance required.]
*Any applicant that checks box#I 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 a new affidavit indicating such
lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy.infona-iation.-..._ _.
I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site
information. J
Insurance Company Name:
Policy#or Self-ins.Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500..00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certi h pains and penalties of perjury that the information provided above is true and correct
Signature: �s - Dater
Phone#
Official use only. Do not write in this area,to 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#:
40
Information and Instructions
Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees.
Pursuant to this statute, an employee is defined as ...every person inthe service of another under any contract of hire,
express or implied,oral or written."
An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more
of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the
receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the r,
owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the
dwelling house of another who employs persons to do main enance, construction or repair work on such dwelling house
or on the grounds or building appurtenant thereto shall not ecause of such employment be deemed to-be A=employer."
MGL chapter 152, §25C(6)also states that"every state r local licensing agency shall withhold the issuance or
renewal of a license or permit to operate a=- nc
o to construct buildings in the commonwealth for any
ho h not produced acceptabl of compliance with the insurance coverage required."
applicant w P commonwealth nor an of its political subdivisions shall
commonw P
G ch ter 152, §25C(7)state s `Nei r the Y
Additionally,M aP
contra • for the performance of public ork until acceptable evidence of compliance with the insurance
enter into any t� „
requirements of this chapter have been.
resented to a contracting authority.
Applicants
Please fill
out the workers' compensation affidavit ompletely,by checking the boxes that apply to your situation and,if
necessary, supply sub-contractor(s)name(s), addre s(es)and phone number(s)along with their certificates)of
er than the
insurance. Limited Liability Companies(LLC)or imited Liability Partnerships(LLP)with no employees oth
members or partners, are not required to carry wo ers' compensation insurance. If an LLC or LLP does have
employees,a policy is required. Be advised that affidavit may be submitted to the Department of Industrial
Accidents for confirmation of insuranc verag . Also be sure to sign and date the affidavit. The affidavit should
be returned to the city or town that the app 'cati for the permit or license is being requested, not the Department of
Industrial Acciden . Should you have any q lions regarding the law or if you are required to obtain a workers'
compensation policy, ease call the Departure at the number listed below. Self-insured companies should.enter their. ,
self-insurance license n ber on the appropri a e.
City or Town Officials
Please be sure that the affidavit is mplete Ind printed gibly. The Department has provided a space at the bottom
of the affidavit for you to fill out in event the Office o Investigations has to contact you regarding the applicant.
Please be sure to fill in the permit/lic umber which be used as a reference number. In addition, an applicant
that must submit multiple permit/license 'cations in any 'ven year,need only submit one affidavit indicating current
policy information(if necessary)and under" Site Address' a applicant should write"all locations in (city or
town)."A copy,of the affidavit that has been o ' lly stamped marked by the city or town may be provided to the
applicant as proof that a valid affidavit is ion file for.aure permi or licenses. A new affidavit must be filled out each
year.Where a home owner or citizen is obtaining a lice a or p t not related to any business or commercial venture
(i.e. a dog license or permit to bum leaves etc.)said perso NOT uired to complete this affidavit
The Office of Investigations would like to thank you in advance or yo cooperation and should you have any questions,
Please do not hesitate to give us a call.
The Department's address,telephone le
fax number:
Commonwealth of Massa usetts
Department of Industrial.Accidents
Office of Investigations
600 Washington Street
Boston, MA 02111
Tel.#617-727-4900 ext 406 or 1-877-MASSAFE
Fax#617-727-7749
Revised 5-26-05 www.mass.gov/dia
00
WEN ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
29 Vesta Road
Natick, Massachusetts 01760
Telephone: (508)655-3976
Facsimile: (508)655-4284
LETTER OF TRANSMITTAL
Website:www.cowenassoc.com
Home Improvements Date: July 18, 2005
74-11 Camelot Drive CA Job No.: 5.157 Lyon Residence
Plymouth, MA 02360 RE: Stamped Calculations
Attn: Steve Catton
WE ARE SENDING YOU ® Attached ❑ Under Separate Cover via UPS the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Reports ® Other. Calculations
COPIES DATE NO. DESCRIPTION
2 7/14/2005 1 Beam Calculation Sheet
THESE ARE TRANSMITTED AS CHECKED BELOW:
El For approval ❑ No Exception Taken ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for approval
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review&comment ❑ Rejected—See Remarks ❑ Other:
❑ FORBIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signed and sealed by FVC.
COPY TO: Ed Bing .SIGNED:
file Daniel Leonard
If enclosures are not as noted, kindly notify us at once.
COVAEN ASSOCIATES Title: Job 4
Consulting Structural Engineers Dsgnr. Date: 2:46PM1, 14 JUL 05
29 Vesta Road Natick,MA 01760 Description
Telephone(503)655-3976 Scope:
Facsimile,(508)656-4284
Rev: 58OL-016 page
Uw, KW-06010181,Ver 5.8,0,1-0-c-2003 Timber Beam &Joist
1.
(c)1983-2003 ENERCALC Engineering Soltyrar--
Description 5.157 Lyon Residence Centerville, MA
Timber Member information ;ode Ref 1997=01 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined
Beam 1 Beam 2 Header I
Timber Section I cuLan 3.&d 1.8 Wcraiam 3.5x11.8 MicroLam-&5x7.25
Beam Width in 3.500 3.500 3.500 WN
Beam Depth in 11.875 11.875 7.250
Le:Unbraced Length ft 0.00 0.00 0.00
Timber Grade Truss 3aw- Truss 3olst- Truss 30tst-
macmilan, macmuian, mamm-,
A.
Fb-Basic Allow psi 2,600.0 2,600.0 2,600.0
Fv-Basic Allow psi 285.0 285.0 285.0
Elastic Modulus ksi 1,900.0 1,900.0 1.900.0
Load Duration Factor 1.000 1.000 1.000
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
Center Span Data
Span ft 13.50 8.00 6.50
Dead Load #/it 180.00 280.00
Live Load #/ft .480.00 400.00
Point#1 DL lbs 1,215.00
LL lbs 3,240.00
@ X N 4.000
ReSttltS Ratio= 0.8436 0.4999 0.5406
Center 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193.4 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,600.0 2,600.0
'ending OX aevtding OK Sending OR
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable PS71 285.0 285.0 285.0
shear a;,, Shea-rOK Shear OK
@ Left End DL lbs 1,215.00 607.50 910.00
LL lbs 3,240.00 1,620.00 1,300.00
Max.DL+LL lbs 4,455.00 2.227.50 2,210.00
@ Right End DL lbs; 1.215.00 607.50 910.00
LL lbs 3,240.00 1,620.00 1,300.00
Max.DL+LL lbs 4,455.00 2,227.50 2,210.00
Ratio OK Deflection OK Deflection OK
Center DL Deft in -0.145 -0.024 -0.053
L/Deff Ratio 1,117.6 3,978.1 1,464.8
Center LL Defi in -0.387 -0.064 -0.076
L/Defi Ratio 419.1 1,491.8 1,025.3
Center Total Deff in -0.632 -0.088 -0.129
Location it 6.750 4.000 3.250
L/Defi Ratio 304.8 1,084.9 603.1
, NrF
COVIN'ASSOCIATES Title: Job#
Consulting Structural Engineers Dsgnr. Date: 2:46PK 14 JUL 05
29 Vesta Road Natick,MA 01760 Description:
Telephone(508)655.3976 Scope:
Facsimile-(608)666-4284
Rev: 580005 Page 1
User:rcva-0rOICIB1,ver5.B.6.1-Dec=7oc3 Timber Beam & Joist g
rcysi,�8,20{03 ENERCALC Eng;r�enng Sor,:are
{description 5.157 Lyon Residence Centerville, MA
Timber Member Information 'ode Ref:1997/20D1 NDS,2000120031BC,2003 NFPA 5000.Base allowables are user defined
Beam 1 Beam 2 Header 1
Timber Section I buLmm&5x11.8 Kaolmrc 8.6x11.8 Miaul an S.5x7.25 � d�`r�Gf t1 \
Beam Width in 3.500 3.500 3.500
Beam Depth in 11.875 11.875 7.250
Le:Unbraced Length ft 0.00 0.00 0.00
Timber Grade Truss Wst- Truss joist- Truss Joist- r f 5i; . AL
-_
Fb-Basic Allow psi 2,600.0 2,600.0 2,600.0h
Fv-Basic Allow ''psi 285.0 285.0 285.0 ,�,,. `
Elastic Modulus ksi 1,900.0 1,900.0 1,900.0 `y
Load Duration Factor 1.000 1.000 1.000 w
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
Center Span Data i
Span ft 13.50 8.00 6.50
Dead Load #/ft 180.00 280.00
Live Load #M 480.00 400.00
Point#1 DL Ibs 1,215.00
LL Ibs 3,240.00
@ X ft 4.000
Results Ratio= 0.8436 0.4999 0,5406
Mmax @ Center in-k 180.43 106.92 43.09
@ X= It 6.75 4.00 3.25
fb:Actual psi 2,193.4 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,600.0 2,600.0
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Shear OK Si.ear OK Smear OK
Reactions
@ Left End DL lbs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2.210.00
@ Right End DL Ibs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
Deflections Ratio OK Deflection OK Deflection OK J
Center DL Defi in -0.145 -0.024 -0.053
UDeft Ratio 1,117.6 3,978.1 1,464.8
Center LL Defl in -0.387 -0.064 -0.076
L/Deft Ratio 419.1 1,491.8 1.026.3
Center Total Defi in -0.532 -0.088 -0.129
Location It 6.750 4.000 3.250
L/Defi Ratio 304.8 1,084.9 603.1
COWEN ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
29 Vesta Road
Natick, Massachusetts 01760
Telephone: (508)655-3976
Facsimile: (508)655-4284
LETTER OF TRANSMITTAL
Website:www.cowenassoc.com
Home Improvements Date: July 18, 2005
74-11 Camelot Drive CA Job No.: 5.157 Lyon Residence
Plymouth, MA 02360 RE: Stamped Calculations
Attn: Steve Calton
WE ARE SENDING YOU ® Attached ❑ Under Separate Cover via UPS the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Reports ® Other. Calculations
COPIES DATE NO. DESCRIPTION
2 7/14/2005 1 Beam Calculation Sheet
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For approval ❑ No Exception Taken ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for approval
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review&comment ❑ Rejected—See Remarks ❑ Other:
❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signed and sealed by FVC.
COPY TO: Ed Bing SIGNED: `
file Daniel Leonard
If enclosures are not as noted, kindly notify us at once.
CO6WEA ASSOCIATES Title: Job#
Consulting Structural Engineers Dsgnr. Date: 2:46PM, 14 JUL 05
29 Vesta Road Natick,MA 01760 Description:
Telephone(508)655.3976 Scope:
Facsimile,(508)655-4284
Rei 5800G6 -
Userr."1-0.601031,Vet B.a.U,9-Dec-20M Timber ea & Joist
Page 1.
(cj1,98: 2003 ENERCALC Engine-enng Sullwdre
_ by
Description 5.157 Lyon Residence Centerville, MA
Timber Member information $.ode Ref:1997/2001 NDS,2000/2003 IBC 2003 NFPA 5000 Base allowables are user defined��
Beam 1 Beam 2 Header 1
Timber Section '3.5x11.8 KcmLa c&5x11.8 MiaoLam:3.5x7.25 as
Beam Width in 3.500 3.500 3.500 0
Beam Depth in 11.875 11.875 7.250
Le:Unbraced Length ft 0.00 0.00 0.00
Timber Grade Truss Joist- Tnas Joist- Truss Joist ' !
Maomflian, Haatuten, tMaa4111en,
Fb-Basic Allow psi 2,600.0 2,600.0 2,600.0
Fv-Basic Allow psi 285.0 285.0 285.0
Elastic Modulus ksi 1,900.0 1,900.0 1,900.0 •, k r
Load Duration Factor 1.000 1.000 1.000 f
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No ��
Center Span Data
Span ft 13.50 8.00 6.50
Dead Load #/ft 180.00 280.00
Live Load #/it 480.00 400.00
Point#1 DL Ibs 1,215.00
LL Ibs 3,240.00
@ X ft 4.000
Re5tlltS Ratio= 0.8436 0.4999 0.5406
Mmax @Center in-k 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193.4 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,600.0 2.600.0
bending OK 8eadtag OK bending OR
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Shear OK Shear OK dear{Jib
Reactions
Left End DL Ibs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
@ Right End DL Ibs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
[Deflections Ratio OK Deflection OK Deflection OK
Center DL Deft in -0.145 -0.024 -0.053
L/Defl Ratio 1,117.6 3,978.1 1,464.8
Center LL Deli in -0.387 -0.064 -0.076
UDefi Ratio 419.1 1,491.8 1,025.3
Center Total Defi in -0.532 -0.088 -0.129
Location It 6.750 4.000 3.250
L/Defl Ratio 304.8 1,084.9 603.1
f
COWE1 ASSOCIATES Title: Job#
Consulting Structural Engineers Dsgnr. Date: 2:46P€tfl, 14 JUL 05
29 Vesta Road Natick,MA 01760 Description
Telephone(508)655-3976 Scope:
Facsimile-(508)655-4284
Rev: 5BOOM5 _
user,IM nn01o3i v r 5.8.0 1-Dec 2a63 Timber Beam & Joist Page 1 i
(21953-1003 ENERCALC Engineering S t uva e
Description 5.157 Lyon Residence Centerville, MA
Timber Member Information :ode Ref 1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base ailowables are user defined
Beam 1 Beam 2 Header 1
Timber Section i aolam:3.5x11.8 M(aoLartc 3.5x11.8 MiaoLam:3.5x7.25 i 0 P
Beam Width in 3.500 3.500 3.500
Beam Depth in 11.875 11.875 7250 ,'il
Le:Unbraced Length ft 0.00 0.00 0.00
Timber Grade Truss Jest- Truss-%*a- Truss Joist-
MedNB(an, MaWWOn, MacM8lan, Ir 17 r
Fb-Basic Allow psi 2,600.0 2,600.0 2.600.0
Fv-Basic Allow psi 285.0 285.0 285.0
Elastic Modulus ksi 1,900.0 1,900.0 1,900.0 >'- t`'t
Load Duration Factor 1.000 1.000 1.000
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
Center Span Data
Span it 13.50 8.00 6.50
Dead Load #/ft 180.00 280.00
Live Load #/rt 480.00 400.00
Point#1 DL Ibs 1,215.00
LL Ibs 3,240.00
@ X N4.000
Results Ratio= 0.8436 0.4999 0,5406
Mmax @ Center in-k 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193A 1,299.8 1.406.5
Fb:Allowable psi 2,600.0 2.600.0 2,600.0
Berl2ing OK Sending OK Sending OR
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Shear OK Shear OK Shear OK
Reactions
@ Left End DL lbs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
@ Right End DL Ibs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1.300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
Deflections Ratio OK Deflection OK Deflection OK L.
_
Center DL Defl in -0.145 -0.024 -0.053
L/Defl Ratio 1,117.6 3,978.1 1,464.8
Center LL Defl in -0.387 -0.064 -0.076
L/Defl Ratio 419.1 1,491.8 1,025.3
Center Total Defl in -0.532 -0.088 -0.129
Location it 6.750 4.000 3.250
L/Defl Ratio 304.8 1,084.9 603.1
COWEN ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
29 Vesta Road
Natick, Massachusetts 01760
Telephone: (508)655-3976
Facsimile: (508)655-4284
LETTER OF TRANSMITTAL
Website: www.cowenassoc.corn
Home Improvements Date: July 18, 2005
74-11 Camelot Drive CA Job No.: 5.157 Lyon Residence
Plymouth, MA 02360 RE: Stamped Calculations
Attn: Steve Calton
WE ARE SENDING YOU ® Attached ❑ Under Separate Cover via UPS the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Reports ® Other. Calculations
COPIES DATE NO. DESCRIPTION
2 7/14/2005 1 Beam Calculation Sheet
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For approval ❑ No Exception Taken ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for approval
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review&comment ❑ Rejected—See Remarks ❑ Other:
❑ FORBIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signed and sealed by FVC.
COPY TO: Ed Bing SIGNED:
file Daniel Leonard
If enclosures are not as noted, kindly notify us at once.
COUfi?tA 'ASSOCIATES Tide: Job#
Consulting Structural Engineers Dsgnr: Date: 2:461'II, 14 JUL 05
29 Vesta Road Natick,MA 01760 Description:
Telephone(508)655.3976 Scope:
Facsimile-(508)655-4284
Rey 5WI-IU6
User:KW-c>caiosr,ver 5.8.0,1-a-c-2ao3 Timber Beam & Joist
Page 1 ..
(c)1533-2G03 ENERCALC Engineering S&Itware
Description 5.157 Lyon Residence Centerville, MA
Timber Member Information :ode Ref:1997/2001 NDS,2000/20D3 IBC,2003 NFPA 500D.Base aliowabies are user defined
Beam 1 Beam 2 Header 1
Timber Section j crotarw*3.5x11.8 KMOLOM 3.501.8 MicroLanc 3.5x7.25
Beam Width in 3.500 3.500 3.500 -,t\ f e
Beam Depth in 11.875 11.875 7.250 -` -1,
Le:Unbraced Length ft 0.00 0.00 0.00 x n u N 4-,�
Timber Grade Truss Joist- Truss- Truss Joist' ,r
Macmusn, MaUmten, Madolen,
Fb-Basic Allow psi 2,600.0 2,600.0 2,600.0
Fv-Basic Allow psi 285.0 285.0 285.0 a
Elastic Modulus ksi 1,900.0 1,900.0 1,900.0
Load Duration Factor 1.000 1.000 1.000 v
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
Center Span Data
Span ft 13.50 8.00 6.50
Dead Load #/ft 180.00 280.00
Uve Load #/ft 480.00 400.00
Point#1 DL Ibs 1,215.00
LL Ibs 3,240.00
@ X N4.000
ResialtS Ratio= 0.8436 0.4999 0.5406
Mmax @ Center in-k 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193A 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,600.0 2,600.0
tTing OK aenming OK Mending OK
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Sheacr o% -hear OK Shear OR
Reactions
@ Left End DL ibs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2.227.50 2,210.00
@ Right End DL lbs 1,215.00 607.50 910.00
LL Ibs 3,240.00 1,620.00 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
Deflections Ratio OK Deflection OK Deflection OK
Center DL DO in -0.145 -0.024 -0.053
L/Defl Ratio 1,117.6 3,978.1 1,464.8
Center LL Deft in -0.387 -0.064 -0.076
t./Defl Ratio 419.1 1,491.8 1.025.3
Center Total Deft in -0.632 -0.088 -0.129
Location ft 6.750 4.000 3.250
L/Defl Ratio 304.8 1.084.9 603.1
COWE4 ASSOCIATES Title: Job#
Consulting Structural Engineers Osgnr: Date: 2:46PM, 14 JUL 05
29 Vesta Road Natick,MA 01760 Description:
Telephone(568)658-3976 Scope:
Facsimile,(508)SSS-4284
ERel
: 53'xi�'-
er:584 Uauioa;.v<:s.s.a.l aec-zccs "fig er Gang & JOfst Page 1.1-M-2003 ENERCALC Engineering SoMmse
Description 5.157 Lyon Residence Centerville, MA
FilxLber�leertber Information :ode Ref.1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined
Beam 1 Beam 2 Heacw 1 ,
3.5x11.8 MiaoLm 3.5x11.8 MiaoLem 3.Sx7.25
Timber Section X
Beam Width in 3.500 3.500 3.500
Beam Depth in 11.875 11.875 7.250
Le:Unbraced Length ft 0.00 0.00 0.00
Timber Grade Teas 301st- Truss 30M- Truss 30Bt
MatMHlen, FtaWlBen, MeeAtlNan, ztiZW YQ "g
Fb-Basic Allow psi 2,600.0 2,600.0 2,600.0
Fv-Basic Allow psi 285.0 285.0 285.0
Elastic Modulus ksi 1,900.0 1,900.0 1,900.0
Load Duration Factor 1.000 1.000 1.000
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
Center Span Data
Span ft 13.50 8.00 6.50
Dead Load #Nt 180.00 280.00
Live Load #/ft 480.00 400.00
Point#1 DL lbs 1,215.00
LL lbs 3,240.00
@ X N4.000
ReSttlts Ratio= 0.8436 0.4999 0,5406
Mmax @ Center in-k 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193A 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,60D.0 2,600.0
Se:acting OK sentring Off sending OK
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Shear OK Shear OK Sheaf OK
Reactions
@ Left End DL lbs 1,215.00 607.50 910.00
LL lbs 3,240.00 1,620.00 1,300.00
Max.DL+LL lbs 4,455.00 2,227.50 2,210.00
@ Right End DL lbs 1,215.00 607.50 910.00
LL lbs 3,240.00 1,620.00 1,300.00
Max.DL+LL lbs 4,455.00 2,227.50 2,210.00
Deflections Ratio OK Deflection OK Deflection OK
Center DL Defl in -0.145 -0.024 -0.053
L/Defl Ratio 1,117.6 3,978.1 1,464.8
Center LL Del} in -0.387 -0.064 -0.076
L/Deff Ratio 419.1 1.491.8 1,025.3
Center Total Defl in -0.532 -0.088 -0.129
Location ft 6.750 4.000 3.250
L/Defl Ratio 304.8 1,084.9 603.1
COWEN ASSOCIATES
CONSULTING STRUCTURAL ENGINEERS
29 Vesta Road
Natick, Massachusetts 01760
Telephone: (508)655-3976
Facsimile: (508)655-4284
LETTER OF TRANSMITTAL
Website:www.cowenassoc.com
Home Improvements Date: July 18, 2005
74-11 Camelot Drive CA Job No.: 5.157 Lyon Residence
Plymouth, MA 02360 RE: Stamped Calculations
Attn: Steve Catton
WE ARE SENDING YOU ® Attached ❑ Under Separate Cover via UPS the following items:
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Reports ® Other. Calculations
COPIES DATE NO. DESCRIPTION
2 7/14/2005 1 Beam Calculation Sheet
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑ For approval ❑ No Exception Taken ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for approval
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review&comment ❑ Rejected—See Remarks ❑ Other.
❑ FORBIDS DUE: ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signed and sealed by FVC.
COPY TO: Ed Bing SIGNED:
file Daniel Leonard
If enclosures are not as noted, kindly notify us at once.
C164012-d. ASSOCIATES Title: Job#
Consulting Structural Engineers Dsgnr. Date: 2:46PM, 14 JUL 05
29 Vesta Road Natick,MA 01760 Description:
Telephone(508)655-3976 Scope,
Facsimile,(508)655-4284
Rev: 58OLIOS Page I
User:KAN-0601081,Ver 5.8.0,1-Dec-2003 Timber Beam & Joist
(01983-2003 ENERCALC Engineering Soft=e
Description 5.157 Lyon Residence Centerville, MA
Timber Member information ',ode Ref:199712001 NDS,200012003 IBC,2003 NFPA SWO.Base allowables are user defined
Ream I Beam 2 Header 1
Timber Section I buLam 8.5x1 1.8 Mkxnlam:8.5x11.8 Mkrolam-3.5x725
Beam Width in 3.500 3.500 3.500 11-41
Beam Depth 0-5
in 11.875 11.875 7.250
Le:Unbraced Length ft 0.00 0.00 0.00
Timber Grade Truss Joist- Truss Mst- Truss 301st-
Kad4wan, Had4man, mad4M-,
Fb-Basic Allow ?-Aj.
psi 2,600.0 2,600.0 2,600.0 A.
Fv-Basic Allow psi 285.0 285.0 285.0
Elastic Modulus ksi 1,900.0 1,900.0 1,900.0
Load Duration Factor 1.000 1.000 1.000
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
[Center Span Data
Span ft 13.50 8.00 6.50
Dead Load #/it 180.00 280.00
Live Load #Ift 480.00 400.00
Point#1 DL lbs 1,215.00
LL lbs; 3,240.00
@ x ftl 4.000
Ratio= 0.8436 0.4999 0.5406
Mmax @ Center in-k 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193.4 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,600.0 2.600.0
Bending OBt Sending CK Sending OK
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Shear OK Shear OK Shear OK
rl
@ left End DL Ibs 1,215.00 607.50 910.00
LL lbs 3.240.00 1,620.00 1,300.00
Max DL+LL lbs 4,455.00 2,227.50 2,210.00
@ Right End DL lbs 1.215.00 607.50 910.00
LL lbs 3,240.00 1,620.00 1,300.00
Max.DL+LL lbs 4,455.00 2.227.50 2,210.00
Deflections Ratio OK Deflection OK Deflection OK
in -0,145 -0.024 -0.053
Center D
LlDefi Ratio 1,117.6 3,978.1 1,464.8
Center LL Deff in -0.387 -0.064 -0.076
L/Defi Ratio 419.1 1,491.8 1,025.3
Center Total Defl in -0.532 -0.088 -0.129
Location ft 6.750 4.000 3.250
L/Defi Ratio 304.8 1,084.9 603.1
CdVEW ASSOCIATES Title: Job#
Consulting Structural Engineers Dsgnr: Date: 2 46PM, 14 jUL 06
29 Vesta Road Natick,MA 01760 Description:
Telephone(506)655.3976 scope:
Facsimile•(608)655-4284
Rev: 531-h'A35
Use::KV�-GSC3t ye;5.8,6,'1-Dr-ZC'II3 gig �y Joist
Page 1
(s)f533-20U3 ENEf�CALC Er�ineeiing Soflvdwe 11)3et' 13eSiz1 C9C �S3iS
Description 5.157 Lyon Residence Centerville, MA
Cirnber Mepnber Information :ode Ref.1997/2001 NDS,2000/20031BC,2003 NFPA 5000.Base allowables are user defined
Beam i Beam 2 Header 1
Timber Section I troLarw&W 1.8 Kanianx&Sxl1.8 Mk=Lam-8.5x7.25
Beam Width in 3.500 3.500 3.500
Beam Depth in 11.875 11.875 7.250 ,
Le:Unbraced Length It 0.00 0.00 0.00 t;,. ,� 1
Timber Grade Teas 30M- Truss Ida- Truss 1st-
mad4ghtn. Mad4 ten, NOC101an,
Fb-Basic Allow psi 2,600.0 2,600.0 2,600.0
Fv-Basic Allow
PSI 285.0 285.0 285.0 •.�� t:
Elastic Modulus ksi 1,90D.0 1,900.0 1,900.0
Load Duration Factor 1.000 1.000 1.000 �;
Member Type Manuf/Pine Manuf/Pine Manuf/Pine
Repetitive Status No No No
Center Span Data
Span it 13.50 1 8.00 6.50
Dead Load #/ft 180.00 280.00
Live Load #M 480.00 400.00
Point#1 DL Ibs 1,215.00
LL lbs 3,240.00
@ X ftj 4.000
l2eStaltS Ratio= 0.8436 0.4999 0,5406
Mmax @ Center in-k 180.43 106.92 43.09
@ X= ft 6.75 4.00 3.25
fb:Actual psi 2,193A 1,299.8 1,405.5
Fb:Allowable psi 2,600.0 2,600.0 2,600.0
Sending OK Sending OK sending OK
fv:Actual psi 137.6 80.4 106.6
Fv:Allowable psi 285.0 285.0 285.0
Shear OK Shear CK Shp-at OK
ReaCtt®nS
@ Left End DL ibs 1,215.00 607.50 910.00
LL lbs 3,240.00 1,620.OD 1,300.00
Max.DL+LL Ibs 4,455.00 2,227.50 2,210.00
@ Right End DL ibs 1,215.00 607.50 910.00
LL Ibs 3.240.00 1,620.00 1,300.00
Max.DL+LL lbsi 4,455.00 2,227.50 2,210.00
Deflections Ratio OK Deflection OK Deflection OK
Center DL Defi in -0.145 -0.024 -0.053
UDefl Ratio 1,117.6 3,978.1 1,464.8
Center LL Defi in -0.387 -0.064 -0.076
L/Defi Ratio 419.1 1,491.8 1,025.3
Center Total Deft in -0.532 -0.086 -0.129
Location It 6.750 4.000 3.250
L/Defi Ratio 304.8 1,084.9 603.1
_7pa CMAe AffwmdIx I
Ta61eM.Uh($ou#oued)
lretierdptdve i'aelragei far one=d'1wo-Fawilp Reddentdal ffindldingt Hated wi(h Roue!!Fuel
. 14fAXfM93h3 14 WIMIUM
Mail Floor Buemeat 9ieb Muting/Cooling
Glazing GIs23ag CW11ftg Wall porimewr .Wpmmt Mdency'
A��(1+D Ll.wlupa It valuea R-value¢ ?.-;Wuc' R a p valuer
Pa:�3z
5701 to 6500 Heating Degree Daps NOMMI
PI
2°l4 0.40 38 13 19 is 6
4
R29'. 03? 30 lA 19 10 g 2% 0 3 0 38 13 19 l0 N1A Normal
13.!!a.___.._.__036._._.. .._... 38 13 Z5 NIA
r—----- _.._Normal_
kv
1SIM 0.46 31 19 19 iG 35 AFUS
NIA
13Yo 0.44 9g 25 141/A 35 AFUE
15% O.SZ 30 19 19 10 NIA Normal
19% om 38 13 2S NfA Normal
N/A lg'%. Q4� 38 19 2S N1A 6 90 AFL1>r
R 190/0 0.42 38 13 19 10 6 40 ARTS
AA 18%. O.SD 30 19 19 10
1. ADDRESS OF PROPERTY:
2, SQUA
RE FOOTAGE OF ALL EXTERIOR WALLS:
3. SQUARE FOOTAGE OF ALL GtA.ZING'
d
4. %GLAZING AREA(0 DIVIDED BY#2):
5. SELECT PACKAGE(Q--AA-see chart above):
NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS
ARE AVAILABLE. ASK US FOR THIS INFORMATION.
BUILDING INSPECTORpPPROVAL:
YES: _ N0:
w
q-farms•:980303a
Z.O d 60�L-_VL-809 u0WO 'N uaydalS Wd 6z 0l 900Z '£Z lsn6rry Aepsanl
Tuesday,August 23, 2005 10:21 AM Stephen M.Catton 508-747-7209 p.01
,,r + Stephen A Canon G.C.
G enui Contractor Lic.#066220
Home j apron meat Contractor Lic,#122735
3�r�wcer�s`r�c�c�n ®� cuah'a� •,�'�? Ser>�cas•�+xeai�h'on• Sep�c
Recipient: Jack Fitzgerald Sent By:
Company: Town of Barnstable _
Fax Number: 1-508-790-6230
Voice Number: 1-508-862-4038
I
Date: 8i23/2005
Time: 10:21:27 AM
Total No. Pages: 2
Subject:
Message:
i
i
�----- ----- - --------- ----- - ------ -- --- ----------- - --=-----
74-11 Carneiol Drive, Piymculh, 44A 02,360
To`/Free Phone 1-886-224-8188 Loca;Pf7one 508-747-2626 Fax 508-747-7209
From:Staff 508-862-6007 To:MIKE Date:311IN2006 Time:8:00.18 AM Page 2 of 2
i
' Eastern EWP Design Values &
Specifications
s
:;-_:e::: -:...: ::_-::__: _:::T._. _ =' l4:_.=1 fi-.: 23fi3e-::2 78::-4fif
_. ._.........__..........-- __..__.._._...... -._._...._..::...._..------ _...._.........
_..._..........-- ....7......_.....gt __.._.4,x...._�2635-•--27736. ..600.1....
__;;_-;=:=: -. _..._..:_:::_s=._ .___-_:_:.;::_=-._-- __=— __J8'3_=: 6d 5::::� i3 r
_ _.._ ._._. ___. :._.. _ -- _ ------.....___ _.._...._._ ..___..._---....._._..----..__._..._.____......_...._._._. ........_.._..._.
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_._....
:_ ..... :_'_ c::::::::_::::::.::::::::::::1•.f....e::c.== -1; ::�5:7.9.. ...............
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:_:.. :.__._ _= 6==<_ `>D' _.__....._.... - ... _.._.._....._._._..--..._...._................_......._. .
---
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...................................._._....
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_.._..........--....... ..-----•..........................................._....._._........._.._.............................................................................
............
...:_...._.._
:::::::;: fib.= : = �� - .^
:.:_>:::::;:.:_. :<;:•;:::;: . . . _._. . ... _ _: :::::_ _�: :::':_�
. ;-==�'_..._ _s_':.....::__c-=;;..-:_-.- ;=_:___:_: ;::.-:---_ �uior7go •Efasii -
._..-...._.__. __...._._..__._.._...._...._.._._.._........_.._.........._.._..__......_.._......_.._.......-- - -
->_ 2=:=: s ._ -
4 ....._......-- :::::_::::::r.::•.a:::=.:_:.a:::.z::::::=:c.=-.-.x c:_._._:_:.......__._.._....._s_...__-....._ _. _ .. fig._..__—._._._.._—
.....................__............-..............................._......._._............__.....:::.:_:.:=_.:.r.::.::_-::.::.-:_-._: .._...._._¢ ..............._-__....._...._ .:._..:::cL;Ll(_- _::: i•:.L�D."�::�,:::L'DU':^::.:::_:::::=GAL..=:=:
....... ::_.::::::: :::_:: _-::- :::: .. _. _..........'X .........__.._..................�::............:..:....:::•......:r.........::::...-..ev..:::::::c:en:::::............_.._.........
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-- :..:...--.... _3ensivnanaAallszin._.._ ._ ___::.::_:_-..:.__ .-__::;;;>.;•;:::=;;•::::_:__:_ :w:::-
. :::::::_.-_:.=::Alt .. _:. 1 -.:::: • s-.._._._..:.:..._ ---- �i1 ° - -- -_-...---
_.:•_::.: -.-: __._..... :.•::: - turn..... =; :•:•:-; -:c•=:;:::::.::::_:.::::..::..__:::..._...::.
::::::::...........
.......... :..:_.._-.: : _.
::.:.::: .....:::. - ...__.. -._...._._ _.::.F:...:(i>s ...-- .._...._........._._.-._.._...._t#::`.:;;;:::'_=. .Ef:;z:":._'- lfl _•i.::.::-_3DOGY==:
::_.. . -_-..__..
.-:_.:..:::::__-:.::::- _.:..__... __...
_._._::..._......:..:............--._.. ........_.._.............4 ..._..-' ?:..'# 3 ::::€fir s-Grant 1 .uR__..__...._._..:_:-=•H.SII:•:•:- •_= 906== i?s:• IIt .
::::: : :.:-:-;:..:__:..__:..... .::::.::_..._._:.._:...... :........::......._... __......_.......�... p }�:..._..---.............._._..--------.......... .._.._.._................_......._......._.....................................
Tt _._............._._......................_......_._........._.
-- - - --__ -- - - _ - - -_- 1.This value cannot be adjusted for load duration.
- _ =.: ' -- ,k 2.This value is based on a load duration of 100%and maybe adjusted for other
_ - load durations.
~ - - - ___.- 3.Fiber stress bending value shall he multiplied by the depth factor,(121d)'"where
::-.1#i =::# :: t__ : ; d member depth[n].
__ ==-_ ___--_ _ 4.Stress appliedperpendicular
;aa;-.:i-r�i-:-=: :i=iii: ;. __:'zit=+'<;.":-`i::•i:a:;t•-• '_�:::S ...._._.::::.:--......-... ':..:::---._":i:: io the glue8nes.
_.._...._.._ .._._.. _ _.= 5.Tension value shall be multiplied a length factor. 41 1/8 where
::.- ____:_: ......:._..:_......... _... -:._::<::: -: :::.:-::_.. � by !� ( )
__. ...... ....... .
= sofas :?;.:� _;;;; Ei=_•##:59iifl== L=member =
_-i..; ._-:_-::.-:....:------:..............::..:_.._ :.__........„_........ .,_._,_..._..,.--... be length[ftJ. Use L 4 for members less than four feet long.
- - _ = _ --_ . .................- -- --- 6. i
... .:.... ... ................:.:.,. :.:.: ::s:: ;.::-......=._._;- . . . ::........:•;::ca:
_ - . i:t.i: =3t: if6'="::`'':i:24 :# ?:'� # Stress applied parallel to the glue6nes.
_ ___ _-_ - - - _. . Design ernes limited
are m ted to d conditions f u where- rg Prof
dry
o use ere the maximum
- •::5.1.s:.::::::A:=::::::.:.... : :;:#:9951:;:::5!$77:.•3�OtT 3;: moisture content of the material will not 1 ° .
......................:
.,_,.:_...,,,.,__::_ _ : _ Fastener values areas provided in the National Design Specification*for sawn
...................... ..-:-:_......_:.. :...:•.:_:a:-:z .-:.:-:_:_==:.: .; z:: :;:.:.:::'_`' lumber with a specific gravely of 0.50.
r,.
am
June 4, 2003
Building Solutions
Engineered Wood Products
TOWN OF BARNSTABLE
!vI :—
L'A Zoning Board of Appeals
Guy M. & Evelyn D. Weyl
.__......._ _ __...._......._..._.........___. _...._..__._ Deed duly recorded in the _......................___............_....
� T_ Q Property Ow:ner
C) County Registry of Deeds in Book
G7LU
W
C) w Same Page _.. Registry
Petitioner
a p_- v District of the Land Court Certificate No.
___._ .. _.., _._.........Book ___......._ Page
1986-98 .
Appealo. _._.____ __.____. ._....._........ ____............._.._._..._.._........_.._......_ ._... 19
FACTS and DECISION
Guy M. & Evelyn D. Wey1 �µ�F filed petition on . ......... .......__
requesting a variance-permit for premises at • 120 Phinneys Lane in the village
_.........._.._.. Street)._._.._.__....._._..._........................_........ .
of Centerville , adjoining premises of (see attached list)
Locus under consideration: Barnstable Assessor's Map no. _ .209 _....._........_.......... lot no. 29.._....
Petition for Special Permit; K1
Application for Variance: ❑ made under Sec. _ __...' . _.__ _ _.. .. of the Town of Barnstable
Zoning by-laws and Sec. .... ....._..___......._.........._._ ...._._...................................._........._..... Chapter 40A., Mass. (ten. Laws
for the purpose of ' _....Applicant to convey to_abutter 6959 square_feet_because
abuttiM house �is encroaching upon applicants_.land.
RD-1
Locusis presently zoned in-_ ._______... .__...._.. __ ..r........__._...._.__..._.. .._...___...__.. .._._........ _._.__..__........
Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and
by publishing in Barnstable Patriot newspaper published in Town of Barnstable a copy -of
which is attached to the record of these proceedings filed with Town Clerk.
A public'hearing by the Board of Appeals of the Town of Barnstable -,vas ]field at the Town
Office Building, Hyannis, Mass., at _8'15 _� P.M. November 6, 86
_....... ._ ._...__ _... 19 ,
upon said petition under zoning by-la«•s.
Present at the hearing were the following members: ,
Richard"L. Boy Ron Jansson Elizabeth Horton
__.._..._ __ ... - _.............
Chairman
Helen Wirtanen James McGrath
......... - _ ................... __.......... Y._ ..._____......_.........._ ��
.w At the conclusion of the hearing, the Board took said petition under advisement. A view of the
locus was made by the Board.
Appeal No. 1986-98 Page ...................... of .....................
November 20,__M 14 86_...... The Board of Appeals found
... _......._..___._.. _. , T
Attorney Albert Schulz represented the petitioners, Guy M. Weyl and Eveline M.
Weyl, who are the owners of LOTS 3A and 3B on a plan prepared by Baxter & Nye, Inc. ,
which is recorded in Plan Book 421, Page 42. The house on an abutting parcel of
land, owned by Stanley A. Tucholski, is encroaching slightly on petitioner's property.
Petitioners have agreed to convey to Mr. Tucholski LOT 3B as shown on the Baxter
& Nye, Inc. plan. Depending on how Section J. Paragraph C is interpreted, LOTS
3A and 3B combined could be a nonconforming use because its shape number of 33 exceeds
the required number of 22. By conveying LOT 3B to the abutter Tucholski; the shape
: number of the remaining parcel owned by Petitioner, i.e. LOT 3A will be 29. Since
the-shape number changes, a Special Permit is required under Section P, Paragraph
A.6.
The petitioner proposes only to change the boundary line between their property
and the abutter's property in order to accumulate the encroaching structure. No
one spoke in favor of or against the petition. The hearing was closed and the Board
took the matter under advisement.
The' Board found that the conveyance of LOT 3B will change the shape nuinber -of the
petitioner's property from 33 to 29 and thus falls within Section P, Paragraph 6
of the By—Law. The Board also found that the proposed conveyance will only be a
change of a boundary line and thus will not be detrimental to the public good or
the neighborhood.
b n
The Board voted unanimously to allow the Special Permit. ,
V
Clerk of the' Town of Barnstable, Barnstable
County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals
rendered its decision in the above entitled Petition and that no appeal of said decision has been filed
in the office of the"Town Clerk. _
Signed and Sealed this ....!a....,. ..: da} of ............JC:........................._..........._ _. 19�6.........._. under the pains and
' i...
penalties of perjury. C
- Distribution — #
Property Owner
Town Clerk Board of Appeals
.Applicant Town of Ba
Persons interested
Building Inspector e-- —
Public Information. j { 13y _. ......
Board of:Appeals Chairman ,
qi ghting Fixture Schedule -
a Quantl Deeerl ion Manufacturer Lam Remarks SeeVA2
1 3 Inrerlar Dov,Hl ht Halo H7335 751130 while finlah 3' Enlarged 9earlon _
through Srao- _
« 2 3 Exrerlar Cawnl M Halo H2351 75A19 whire
4 7 Sconce Chia Oval Safe GOA19
F 1 Vonl Sconce LOL 4734 tx60A19 �[
B Ruorescenr 7v6 LOL 10353WH2 2xT6 whhe finlah ---- - - w
QL
1 Shower Lan- Halo 5051/5HT WA19 while fnlah -
7 2 Bearoom Sconce Sesa 297107 75A1-0 o lass OL
1 Cc—L M LOL�O i3TT whire finlah j 0
rLL
ack 6 G'eln le circuit crock LOL 50C1W11 whire finish i (�
re is Track Fizrure LOL B20VA225WH SCRdr20 while finlah
N_ I Fan 7 CNlin Fon Gcsaalanca Panama;paH72F w/3204 whire finish 1 I 1 1 I I I I I I I I I I ----- w '
=wNs 1 Heored TowN 9aro War^..rails Kensin en 507ar20 chrome flnien I I I I--I-i-T-f"1"1-'I--F--_Q RAWL SPACE N
AN ] Evh...I Fan '�anasenic P/-ONa2 70 CFM - l y --------""----
"I I I I I I I I I I I � }�
- ,
d exianng dlroults and use exetng c W as feasible - - 1 - IIgMe
max.all—s-6.25' --
onfrm new Telephone and CATV oacnone win+Owner - ryolc°I rredda9.00' � I' 5 ix4 fl _.__. ; tybcol s nee helgM.72'aff ------ ----- '
ypdal Swhch Lutron Dlva aeries,doordlnare device with eleotrlcal reaulremeMs,while finish - min.dl_d=9.00' m �' new Nec anal tydiccl.receptacle height.Wall ———————
-----
yo cal Dlmrner Lurran 01va ec,ea=aordInare device with eleerrlcol r-Wrements.wnlre flnlsh m - fa" p oli n whh fixture or device above u-er for fan
Neohone Cut—Coregory 5 cabling ro lodanona shown - JI I
Typical Raceoracle,Decor°atyle..vnme Trish,In locorians ehdwn and as required ley Code f--'p- r 53 - "-- 591 "f---J--- -1 I g I _��---f;:=� I I I I I I I I �h L I I m -
- --- l a 1 1 I C R ReceproclC.Decaro aryls.whoa finlah,C Iacanons enom and ae reaulred by Code —�I I I ,� I II I 1 1�Li1 I I I I I I I I••,1 I I I I ,f, I I I o ar I I U O
re Droreciion a9 reaulred by the Town of Gemervllle I — --- --- 1( R
7-6' h., LVL
�� -- --III I I I p Rush framec war,=onnea aria i I.'T I I I I I I I I I I i I I I I
1 PROPOSED SECTION THROUGH STAIR®LAUNDRY — -- -- '1I I I gg I ; I V I; 1 'f•. I I I i t ,'i .I' ''I, I I,.-�_._I I; 1 ( I I I I I I I
A, Scale:i/4"-1r0" sconces r-oldo—--- -----=-----
/ ®72'aff window I59I
'
raised clorrnng bed uo 18' I I 57` ew rumol he •57 \I - ----------- (-nadk r track. Irn m
-_' I I. 5,°. I I I a f re.l I% I I f�rarea i l a_ I I a1
f' ,I' I
I 1 1 m
L7 I pnem of new raised flat Illng®B'-9' I 1 ' S bco f _ _
a I 1 `- 04
o H _� ------�I 5, ,'d i I 1 °I I I :I I I I °I I I I I I ill I I I f /I I +� n V
lewl J , I 1 Idynene an wells .611, — ———— �i a' ,� 7 m -
I fan 0 3 preflnahed oak w — I I
1 'flaanng floor aver HH
I I I I n k y I exlarfng;al.re °Irradk. I I rradx. I 1 1 I I I I -O S2
'6 I I flush framed , tipo
1 I I °1 fva,rda I new berm o lfix cries I I fix re.a I 11 I I I I I UJ�>
—r--
realc 1 5'eCOND BECROOM I I ---� SBO — 53 I• 11 i-7/B VL I; 1 I I i, i I'I ,•I" i 1 I;I I 1 1 I 1 3 .
win
fI1I.__ Frove-1/o LVL
eedereape'Ing1G--------------- — 91. �II III
C�dlI sg I 1I1 JI- 1I- 11I 5'9 I1I
an
ill '
emce fearm l&dne-Z' repicce - I-0 \-- /aee 2/A3 ---------------0- .
--__— •'�
5] .__. far-iaspace __.-.___-__
a 92
window, �. ___________ ____ ""- -'"
2 LIJ
neww 2 PROPOSED BASEMENT RCP ZO Z J
a Al Scale:1/4"=1'-0" - Ir- LLI
. - k§�. THIRD BEDROOM {g I' Q p
Ofar Se nlorged plan y ' cavar — — --- /�exT rgJaiara---�� {j F W
-- e ro a ear IevN,new oerlmerer well \ f I w raw cannecrora WJ L
r—
BA5 1.9ENTSTAIR uc I I I I
I replace 2 S 7
Z LLJ
W11dow I rose 6/A2 I 7
STAIR ,hare in I 1 fo Enlarged Pic" I - - flush f-care.ceL I CRAWL SPACE -apiece `l U
nA__ ( 1 11 1 {2)1-3/ax',-e/8 LVL 1 wnndawe O 1
cable in level floor,',ar op r barrier
......-.... ... .... 72 I=mere I r 1 nsulare walls d ei g In crawl apace J z
new E PA Y 3'flued.reel cau n z
lllaaaq T LAUNCR`( - rep:cc 7/6x6/B 1 wall' I\ an new foonrg 2Gx2.. o a
screen new packer door replace BATH "'"d GEDAR CLOSET ® _ `-------ram r veMlono"� p Q i
..or l m W� In existing o erlm - window new s:anrfln hear ` neCr � u l LU}
dan
---- -- Ec
O eI—pdnN -- new II ivuwre .helves d p LLJ
2/Bx6/8 sled,ganN I I J Y Z
F f II �elinisn r l (coulee Q Z
LLI ` E �an wou..ee 2/A2 perlr•eter a ¢z
(1) existing _ I add dsebaard hear, a finlah—I
Y
I Q hone bfo>� II eaurM
r—, - V MASTER BATH ? repl ce all rank — IL gwbmoo oJ _ 2 window ` �- ---- /-- —l1� (2) 6/6 b U_
S \aee A3 for frea ace - - p'p
a Idimenaione end derails new sound barrier: table replace
I see 3/A2 unllty C\I
urllhy I concrete exlahng I new tool chest by owner elnk r
case furnace i benv I Rush f°mnrw+coLnn
L—J
-_ ------------ --- - -------- ---
. s replace I �
new feting ro frev ace wall
- -ndow dancrete floor align 1 I ew le ar era.a f^.place aurrou,a ew 3'Red replace _
2 I I > I sr 6 columns window
mSUlSe foot
ew fconngs 04✓- 2'-a'
_ F- � • remove - avower rile Too ---�m raw suaiaon or new I°ca[lona N _
IL % c°ndre a 2/9x6/B 1 F -1^,ah see 2/A2 p
KITCHEN LIVING ROOM bane
. � MASTER BEDROOM I I �
11 L.—I ll
i pedearal
sink II O
1 9 m see A3 far w.,..dw In weal
header
airrenslon.and dar°ils h rave-i/G LVL
1 ecCer over opming $O
new rurtral hear
. ,ew replace replace - i---I. 7-C3' I 3/Ox6/B I 7d 1 2' ntw wtndo�. e I ✓�-
,aria door. window window cur wall (2)3/OxdB 3/Ox6/B
®ex.ring a�\r 1°cerion � i nng �
careen coon - -
1 `---� � Lodind's wall locancn w/ -I O V Qp IY
1 ex—ate as required®new door. exlanng jolsrs,see 3/A2
t PROPOSED FIRST FLOOR PLAN {1 I I 1 PROPOSED BASEMENT PLAN
Scale:1/4"m 1'-0" j i Ai Scale:1/4"-1•-0"
L-------------------------------�
n
r—————— -
mduro floor frame 21-1/2K37-1/2
? - I on hnding r_ __ _n I •� /` CpmfrrRus glans -
coardlnam Isklr I I I Lominored.IowE
p
3'-1 3/d' 0 O`T /b. `�\��/ Argon gos Ailed
. I don"' I i I m I._ m ��po9� `bjbi ` 11.1
- n a
=rhe&cl celn BASEMENT STAIR I I - y , ew LVL
^9
for
- BROOMS c 1or PANTRYLL
. flat casing w//avhelveE -+LAUNDRY I-g 3 LAUNDRY I ® 4
- new I I a I B BROOMS '. PANTRY'LAUNDRY �------ ------ ------ ------� � N
patio f----1
TH
door 9wi,accessflat cNling sloped c Iing Ioornew Z6 pocket sow / I heK®window head
IoPm!ng Idryer I I «IsnngOfAce , I openingKitchencorner be
1 -
frames opening mENLARGED FIRST FLOOR STAIR PLAN new dominuoua woerpodfing Pdoaokm BASEMENT WALL PLAN @ WINDOWA2 Scale:.1/2"-i'-0" membrrneA2 Scale:1 1/2".1'-0" <,uinew ngld Inauldhonwaahm } ��ro unimerr�ored above window =
♦ 1 aneK w.-,ru ..
malrtraln 66'clearance I gwb above vnnadw dP plane of Inaukmed wall (L„)F LL
Eralr dad sec I to
endura floor romi uoua hen all I I - ----- - I window trim Q U m
9 �vv
an lands g BASEMENT STAIR up endura floor I I r C
coardln a on Irndng 11 aeol and odinr new mnrnere wdl I eroal exrmdn over Of
whh mdr dl ji I I door Wuldhng woA _ m dj -
wirh stair l l In - i _ c0
5 9 0 n cu
72
•uP I - b .b �windoweash L _ ,U
rypicd nsere5.2" rr 3 E r.dme-sizes 3 ; Lij�2 j
-....._..»_-...�...._»»»...._..».. _ .—__—'-- .............1 ii max aliawex8.s5'
r_, »Z6x6/B deere
wall rydc.1 T-end.9.00' endura fiaonrg u'y SFFFnnn
vem rhrouc�h brndLr
min clloweda9.00' tredde E rl.era.
-IFANI top E bottom }I
cloak cedar wdle L-J
inaulared fleor,sub5oar,cork fiac7ng Aoor botro Irnd!ny
See 2/A3 for derdla GEDAR CLOSET I Haar
I - -
I -__.... endura nee, - -
I
_ LUr' - Plane of Insulored wdl "W
1 ENLARGED BASEMENT STAIR PLAN 10 BASEMENT WALL ELEVATION @WINDOW Z
N J
ENLARGED STAIR SECTION Z>
A2 Scale:i/2"a i'-0"
A2 Scale:1/2"a 1'-0" A2 .Scale:1 1/2"-1'-0" Lu Lu
r•r� _
�. see derdl 7/A2 for - Q li-
floor wmponeMn LU
c Q LLJ
r Insulate cviry � dZZ
exiahngloisr I newjder N Z W
a first floor Eub9oor V
2p L� e� BASEMENT WALL SECTION @WINDOW () >_LLj
m
- eeol rop dare rc jaixe rimlolar EPs benvemlolarn 1 - A2 Seale:1 1/2"n 1'-0" Q Z Z
Heal alrnyhr corner bead along I Q J
too edge of gwb - F LV
Irp W
uj
- Royroom Shoo side I - araygered 2ua ands exprneed palysrvrme(cP5) Q Z Z .
Igld foam- - d Q Z
- side - �- r on�6 bore. O
insula a caN y Y 2
I UC
Ravroom I shoo side
side
_ I __________ ___ ___ n __________________ new�6
mq peck
and RalMq To Remdn _ exterl to�wpll
�. _ _ - -._.-._._._.. eHlpl.p finl.h
-
. 4 7/2'gwo I v2 gwb.1/2 plywood u_____ I I r existing emu box course c-amain __. .
fn this Hide I this aide cork flo- Aoar I ! 1
a > baeebaardn I II II II II
arroch To wall I - - 7/2'Plywood aubfleor
Floor Hoare free I cork flooring floor
1/7 plywopd aubAoor expanded pal»ryrene(EFs) 1 L A
expanded polyaryrene(E?S rigid foam-7' 11 I I I I 11 A •Q �• A �yyU1�,
New Door ro Wndow for New Window Reolodng new wmdowE E doors To reploce«srin9 Pcrure wlntlow new door ianng - {-�'$' I UnGty Room New Bathroom ExLl Tlrg Door pasts between windows and doors support Ilnt¢l ro shop W W
Eepl wdli ro eubfloar exlating floor nlb •lo' cprlpn l F d wall cur - excavate cs requred®new door.
reduce existing cmu wall w/new crud wall ,��.
a BASEMENT SHOP WALL PLAN 3 BASEMENT SHOP WALL SECTION 26-3 /-
2 BASEMENT WALVFLOOR SECTION 'I t PROPOSED ELEVATION
AZ
Scale:1 1/2"=1'-0" A2 Scale:1 1/2"�1'-0" - - - -
A2 Scale:1 1/2 1'-0" A2 Scale:1/ s 7'_0"
(2)7-1/4"1-3/a LVL
header wer oomlrg
.. pabhed 1-V7 wood
fiNahn 1-1.1ed wall
// mrror w/ 11 f
mesng block wall /// _� i/ €$ysI - polnred QL
Insulation }}e �§ ' / i/// frame a
/ \ / wood
■ \ 00 �
El:
rkbm ow<h by ownm worbmcy nerB IO°
_o shng bock wallall holdwkh imulgh wall �9 �� OI
a , pedeerpl j
Zi sink w/
palmed whh door
wcod base ^onuf.—reo shower Dingle lever N
rew boaeboard hear ev boseboaM hear ew basebcard hear v v� // new baseboard hear u rc \�v\ faucet
` t t BASEMENT POND SIDE WALL.ELEVATION BASEMENT BATH ELEVATION 4 BASEMENT BATH ELEVATION
A3 Scale:1/2"-V-0" A3 Scale:1/2"-1'-0" q3 Scale:1/2"-V-0"
Cn
Innul�---eted—.Loll l-nsulcea wc0_L cp m
new 2"6 wall w/gwb Imenor and cedar horb:onrol snlpldp exterior-f nlahed wall allgnn wim exterior of block wall elecrnc rowel bare }'
Idynme Inaulption (self-awhched) aU�..OIfO
LEI:
L
U tL
palmed `
woad srorcge Q m
C<biner with 1B'rowel bar 24'rowel bar
SHOP PLAYROOM - - BATH ao7usrable niieiven G�,7y��
1-V2'woad rim k - roll holder recessed m 6 c.•j
5nishen inaulcnng wall - wall hearer '2 d 1.
° ❑ W d?
12 BASEMENT POND SIDE WALL PLAN
S BASEMENT BATH ELEVATION 3 BASEMENT BATH ELEVATION
q3 Scale:1/2"-1'•0" - - A3 Scale:1/2"=1'-0" A3 Scale:1/2"=1'-0"
new gwb on
3/4'steel channels
fre pl—wo0 and ceillrgi'-6' I, (2)11 7/8"1-3/a LVL
i bear,,e.hearth -
. 1-1/2,wood aim
v:uerside of l
rew gwb on 3/a'steel Poring ccnnem - W W
swea and too V
e"isring jcisrs redece—H and M ceiq above rearm ,•'
of dpm;ng n .L.L._ t-
-- Z J
m one frepl«e aurrcum rnow Dec _ W
,, m rns a;recry ro ewn g�— er Ilym Q Q
fireplace surround ti - el ed p �r .,� � �w
apming b - gwb ceYkig, _ W
. I� (bonl-gnly) eco cee Z Cc:Z
s/a wood Fan wave_ 0 Z W
slll for dpng DELETED - I 41
Q OU
gwo well new insulated �g 1 J W
new Insulmed flop remain J Z
floor new heath - W
_ Z
O Q J
L_new.earth-coordinrne rimickress withui
Dt
er<ier;ng firebox and new door I .. W
fen ovrler over window
Ir-
to BASEMENT FIREPLACE ELEVATION 9 BASEMENT FIREPLACE ELEVATION 7 BASEMENT BATH SHOWER INTERIOR 2 BASEMENT BATH RCP Z Z W
A3 Scale:1/2"=1'-0" A3 Scale:1/2"-V-W A3 Scale:1/2"-1'-0" - A3 Scale:1/2"=V-0" �<Z
a'shower curb wirf+ In Y
_ 2-6L marble rhreahold a V
Q� 3'-2'Inrenor I herneo rowel bore
I a I Q CV
hearth shower
wing
walls
marbledd-
threshold
y m tie Dann floor
new stone � y y ilnaer floor on 9
' - .fireplace I b n 1/2'backer poard e
surround I T
rd ~ 9 pedenrd �
storage cabinet
6 ink
on 3/a' reel _ --'
. fur,Ing chdnneia m �LJ{IJ��—J7
s pp
new wMg wail .. 7.81/7 N O U
. w/Doming
8 BASEMENT FIREPLACE PLAN 1 BASEMENT BATH PLAN
Scale:1/2"-V-0"
A3 Scale:1/2"-1'-0" qg
i