HomeMy WebLinkAboutBLDR-24-202- •
ONE & TWO FAMILY ONLY- BUILDING PERMIT
Town of Yarmouth Building Department ;: "oF " '1146 Route 28, South Yarmouth,MA 02664-4492
508-398-2231 ext. 1261 Fax 508-398-0836 '' 441P1
Massachusetts State Building Code, 780 CMR
Building Permit Application To Construct, Repair, Renovate Or Demolish ,
a One-or Two-Family Dwelling
This Section For Official Use Only
Building Permit Number: (NI;,)+-3 0- Date Applied: RECEIVED
APR 16 2r24
Building Official(Print Name) Signature Date
SECTION 1:SITE INFORMATION BUILDING DEPAF TMENT
By.
1.11roper�ty�dress:Ng � � 1.2 Assessors Map&Parcel Numbers
1.1 a Is this an accepte3 street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
e-Q--do 3 ` OIL ►SO
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
30 3A-3 96 aa.r _ 4 3- i°
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone?
Public�" Private❑ Check if yes❑ Municipal 0 On site disposal system B---
SECTION 2: PROPERTY OWNERSHIP'
�y1 Owner'of Record:
C -C-Kj J *3.. L; ucim.11 t' BSI Q'Plii-M , th MIA C12_6'13
Name(Print) ity,State,ZIP
8 >- r; P►YL a3Y--ice 41te -s0I iYe.C.otr,
No.and Street 'Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK"(check all that apply)
New Construction 0 I Existing Building 0 Owner-Occupied 1Repairs(s) ❑ Alteration(s) 0 Addition
Demolition 0 1 Accessory Bldg. 0 Number of Units Other 0 Specify:
Brief Description of Proposed Work2: e jys.Skruc it an acki }j o \ -W-Nak Ij.3.‘I. b-
a 4 x a3 vat_ 4kti RUrp oS - 0-F & ceirni1 (430n1
SECTION 4:ESTIMATED CONSTRUCTION COSTS.
Item Estimated Costs: Official Use Only
(Labor and Materials)
1.Building $ Off" t?SL 1. Building Permit Fee:$ Indicate how fee is determined:
2.Electrical $ o 0 Standard City/Town Application Fee
Its 0 Total Project Cost3(Item 6)x multiplier x
3.Plumbing $ k 2. Other Fees: $ OAi7)
4.Mechanical (HVAC) $ 61 �— List: 64 8' 3
5.Mechanical (Fire _
Suppression) $ k Total All Fees:$
Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ '1_, t�cp 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
License Number Expiration Date
Name of CSL Holder
List CSL Type(see below)
No.and Street Type Description
U Unrestricted(Buildings up to 35,000 cu. ft.)
R Restricted 1cc2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
•
WS Window and Siding
SF Solid Fuel Burning Appliances
I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
No.and Street Email address
City/Town, State,ZIP Telephone
SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes 0 No ❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize
to act on my behalf,in all matters relative to work authorized by this building permit application.
() ,ee_L .9—i6—a1/4-1
Print Owner's Name(Electronic Signature) Date
SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
� �1—kb—a-.�
Print wner's or Authorized Agent's Name(Electronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) 89 (including garage,finished basement/attics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms `'(, Number of half/baths
Type of heating system 1....1tNL,SP I; Number of decks/porches l
Type of cooling system t-I t Nl ; V_ Enclosed Open Eo
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
The Commonwealth of Massachusetts
Department of Industrial Accidents
1 Congress Street, Suite 100
Boston, MA 02114-2017
SV•y,. www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name (Business/Organization/Individual):
Address: ‘' ( J\!
City/State/Zip: Lo, `-f� -,��-1--C�,� NIA Phone #: 5c -
Are you an employer?Check the appropriate box:
Type of project(required):
I.❑I am a employer with employees(full and/or part-time).*
7. ❑New construction
2.❑I am a sole proprietor or partnership and have no employees working for me in
any capacity.[No workers'comp. insurance required.] 8. Remodeling❑ •
3.E 1 am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. ❑ Demolition
4.e I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 wilding addition
ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions
proprietors with no employees.
12.❑Plumbing repairs or additions
5❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet.
These sub-contractors have employees and have workers'comp. insurance.t 13.❑Roof repairs
6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other
152,§1(4),and we have no employees. [No workers'comp. insurance required.]
iAny applicant that checks box:l must also fill out the section below showing their workers'compensation policy information.
Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
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 MGL c. 152, §25A is a criminal violation punishable by 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 t o a . A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage v rification.
1 do her by certify aid 'ns and penalties of perjury that the information provided above is true and correct.
���''^^ \Sienatu • a \ U
J� `1 Date: '-f^ \� —� l
Phone#: ) a-3-4•_
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#:
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TOWN OF YARMOUTH
BUILDING DEPARTMENT
(� MATTAG[ C,E 0 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261
�b wwrn.l
HOMEOWNER LICENSE EXEMPTION
PLEASE PRINT:
DALE:
JOB LOCATION: 8
NAME STREET ADDRSS EE - ON OF TO
"HOMEOWNER" cjP,x'1s�P4 k-v- __c_ce { WN N
NAME 0ME PHONE O ' PHONE
PRESENT MAILING ADDRESS 50.10 _ M P 02k
CITY OR TOWN STATE ZIP CODE
The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units
and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such
homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1)
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 attached or detached structure assessory 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 110 R5.1.3.1)
The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other
applicable codes, by-laws, rules and regulations.
The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department
minimum inspection procedures req .rements and that he / she will comply with said procedures and
requirements.
HOMEOWNER"S SIGNATURE
APPROVAL OF BUILDING O1'MC
Th1SURANCE COVERAGE:
I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL
Ch.142. Yes No
If you have checked yes, please indicate the type coverage by checking the appropriate box.
A liability insurance policy Other type of indemnity Bond
WNER'S SURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by
Chapter 142 f the Mass. General Laws and that my signature on this permit application waives this requirement.
Check one:
ature of Owner or Owner's Agent Owner VAgent
h:homeownrlicexemp
TOWN OF YARMOUTH
1146 Route 28, South Yarmouth, MA 02664
508-398-2231 ext. 1261 Fax 508-398-0836
Office of the Building Commissioner
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at E.
Work Address
Is to be disposed of at the following location:`"C '1 Cc; `�'A2�►�a�'M�"CSc' raki
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Chapter 111, Section 150A.
Signature of Applicant Date
Permit No.
ReMors By
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i )n - BC CALC®Member Report I PAssWD
Build 8545 April 16,2024 14:40:39
Job name: File name:
Address: Specifier:
City,State,Zip: Designer: Joe Madera
Builder: Company: Shepley Wood Products
Code reports: ESR-1040,ESR-1144
Member Summary
Design Description Results Product Plies Control
Design
CLO1 GABLE END Passed 5-1/4"x 5-1/4"VERSA-LAM®LVL 1.8E 2650 SP 1 Slenderness Ratio 64.0%
POST(S)
FB01 STAIR HEADER Passed 1-3/4"x 14"VERSA-LAM®LVL 2.1E 3100 SP 2 Support Bearing(1)45.9%
FB02 STAIR Passed 1-3/4"x 14"VERSA-LAM®LVL 2.1E 3100 SP 3 Max Defl.43.9%
TRIMMER(S)
J01 TYPICAL JOIST Passed 14"MS®25 1 Live Load Deflection 66.6%
RB01 RIDGE Passed 1-3/4"x 20"VERSA-LAM®LVL 2.1E 3100 SP 3 Max Defl.55.5%
RB02 WINDOW Passed 1-3/4"x 9-1/2"VERSA-LAM®LVL 2.1E 3100 SP 3 End Shear 33.5%
HEADER
Disclosure
Use of the Boise Cascade Software Is subject to the terms of the End User License Agreement(EULA).Completeness and accuracy of Input must be reviewed
and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a
particular application.The output here is based on building code-accepted design properties and analysis methods.Installation of Boise Cascade engineered
wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call
(800)232-0788 before installation.
BC CALC®,BC FRAMER®,AJSTM,ALWOIST®,BC RIM BOARDTM,BC®,BOISE GLULAMTM,BC FloorValue®,VERSA-LAM®,VERSA-RIM PLUS®,
VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C.
t BatcC7y::xtr it Single 5-1/4" x 5-1/4" VERSA-LAM® LVL 1.8E 2650 SP I PASSEDI�j� CLO1
BC CALL®Member Report April 16, 2024 14:40:39
Description: GABLE END POST(S)
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
Load Summary Live Dead Snow Wind Roof
Live
Tag Description Load Type Start End 100% 90% 115% 160% 125%
1 Conc. Pt. (Ibs) Ma Ma 1376 2298 5.25"
Bracing Elevation Sheathing
Top 14-00-00 525"
Base 00-00-00
Controls Summa Value %Allowable Duration Case E(Front-Back)=0.877"E{Left-Right)=0.877'
ry .
Axial Compression 3786 lbs 19.5% 115% 1 1
Axial Compression and Bending Front-Back Ma 9.2% 115% 1
Axial Compression and Bending Left-Right Ma 10.2% 115% 1 Top `•
Slenderness Ratio 32.00 64.0% Ma 0 14-00-00 w�
li ss,
.l
Bearing Supports Dim.(LxW) Value %Allowable Duration Material
Wall 5-1/4"x 5-1/4" 3786 lbs Ma 115% Unspecified
Notes
Allowable loads are based on a minimum eccentricity of 0.167 multiplied by the column thickness or
width(worst case).
BC Calc does not perform shear wall or connection design for in-plane load transfer.
BC CALC®analysis is based on IBC 2015.
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4)3064;casicadeDouble 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP I PASSED I
FB01 (Flush Beam)
BC CALC® Member Report April 16, 2024 14:40:39
Description: STAIR HEADER
This report has a cover page. See the cover page(s) for project data and important information regarding this analysis and product installation.
H .1. 4. 1 1
09-00-00
B1 B2
Total Horizontal Product Length = 09-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1 , 3" 1620 / 0 550 / 0
B2, 3" 1620 / 0 550 / 0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 09-00-00 Top 14 00-00-00
1 Unf. Area (Ib/ft2) L 00-00-00 09-00-00 Back 40 12 09-00-00
Controls Summary Value % Allowable Duration Case Location
Pos. Moment 4484 ft-lbs 15.4% 100% 1 04-06-00
End Shear 1487 lbs 16.0% 100% 1 01-05-00
Total Load Deflection U999 (0.046") n1a n\a 1 04-06-00
Live Load Deflection U999 (0.034") nta nta 2 04-06-00
Max Defl. 0.046" n1a n\a 1 04-06-00
Span / Depth 7.4
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Hanger 3" x 3-1/2" 2170 lbs 45.9% 27.6% HHUS410
B2 Hanger 3" x 3-1/2" 2170 lbs 45.9% 27.6% HHUS410
Cautions
Hanger HHUS410 requires (30) 10d face nails, (10) 10d joist nails.
Header for the hanger HHUS410 is a Double 1-3/4" x 14" LVL beam.
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Hanger Manufacturer: Simpson Strong-Tie, Inc.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2015.
Calculations assume member is fully braced.
o..,... o ... ii
e" C3s.. c' __ Double 1-3/4"x 14"VERSA-LAM®LVL 2.1E 3100 SP I PASSED''.
FB01(Flush Beam)
BC CALC®Member Report April 16,2024 14:40:39
Description: STAIR HEADER
This report has a cover page.See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram:Full Length of Member
tab ..
• • •
• • •
a minimum=1-3/4" c=10-1/2"
b minimum=6" d=24"
e minimum=1'
Calculated Side Load=468.0 lb/ft
All FastenMaster screws may be Installed from one side of multiply Versa-Lam beams.
Connectors are:FMFL312
Triple 1 -3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP
FB02 (Flush Beam)
BC CALC® Member Report April 16, 2024 14:40:39
Description: STAIR TRIMMER(S)
This report has a cover page. See the cover page(s) for project data and important information regarding this analysis and product installation.
1 1 l . ; _ 2 _ 1 --T--
0 4. 4.
-;--- 4.
A
23-00-00
B1 B2
Total Horizontal Product Length = 23-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1 , 3-1/2" 1891 / 0 862 / 0
B2, 3-1/2" 956 / 0 545 / 0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 23-00-00 Top 21 00-00-00
1 Conc. Pt. (Ibs) L 05-00-00 05-00-00 Back 1620 550 n1a
2 Unf. Area (Ib/ft2) L 00-00-00 23-00-00 Back 40 12 01-04-00
Controls Summary Value % Allowable Duration Case Location
Pos. Moment 12094 ft-lbs 27.8% 100% 1 06-06-10
End Shear 2621 lbs 18.8% 100% 1 01-05-08
Total Load Deflection U616 (0.439") 39.0% n1a 1 10-08-04
Live Load Deflection L/920 (0.294") 39.1% nla 2 10-08-04
Max Defl. 0.439" 43.9% nla 1 10-08-04
Span / Depth 19.3
% Allow % Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 3-1/2" x 5-1/4" 2753 lbs n\a 20.0% Unspecified
B2 Wall/Plate 3-1/2" x 5-1/4" 1501 lbs n1a 10.9% Unspecified
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2015.
Calculations assume member is fully braced.
Connection Diagram: Full Length of Member
• T • •
* �-- a •
-+� [-•o-
Triple 1.3/4"x 14"VERSA-LAM®LVL 2.1E 3100 SP PASSED
FB02(Flush Beam)
BC CALL®Member Report April 16,2024 14:40:39
Description: STAIR TRIMMER(S)
This report has a cover page.See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram:Full Length of Member
a minimum=1-3/4" c=10-1/2"
b minimum=6" d=24"
e minimum=1"
Calculated Side Load=69.3 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are:FMFLOO5
Connection Diagrams:Concentrated Side Loads
Connection Tag:A Applies to load tag(s):1
T h c
a minimum=2"
a
• • « s b minimum=4"
—1e R c minimum=4"
I 1 — d maximum=12"
e minimum=4"
{ J " i f minimum=1"
y F o ' Connectors are:8 x FMFLOO5
4.0)c Cascade 1111 Single 14" AJS® 25 I PASSED
J01 (Joist)
BC CALC® Member Report April 16, 2024 14:40:39
Description: TYPICAL JOIST
This report has a cover page. See the cover page(s) for project data and important information regarding this analysis and product installation.
I?<J -- - ,
-4-
23-00-00
B1 B2
Total Horizontal Product Length = 23-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Uve
B1, 3-1/2" 613 / 0 184 / 0
B2, 3-1/2" 613 / 0 184 / 0
Load Summary Live Dead Snow Wind Roof OCS
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
1 Standard Load Unf. Area (Ib/ft2) L 00-00-00 23-00-00 Top 40 12 16"
Controls Summary Value % Allowable Duration Case Location
Pos. Moment 4404 ft-lbs 52.6% 100% 1 11-06-00
End Reaction 797 lbs 63.8% 100% 1 00-00-00
End Shear 777 lbs 43.4% 100% 1 00-03-08
Total Load Deflection U554 (0.488") 43.3% n1a 1 11-06-00
Live Load Deflection U720 (0.376") 66.6% nla 2 11-06-00
Max Defl. 0.488" 48.8% n\a 1 11-06-00
Span / Depth 19.3
% Allow %Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 3-1/2" x 3-1/2" 797 lbs nla 63.8% Unspecified
B2 Wall/Plate 3-1/2" x 3-1/2" 797 lbs n\a 63.8% Unspecified
BC FloorValue® Summary
BC FloorValue®: �.:r �C� � Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Premium
Controlling Location: 11-06-00
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2015.
Calculations assume member is fully braced.
�.,..,, 7 ..t 4
Triple 1-3/4" x 20" VERSA-LAM® LVL 2.1E 3100 SP I PASSED
RB01 (Roof Flush Beam)
BC CALC®Member Report April 16, 2024 14:40:39
Description: RIDGE
This report has a cover page. See the cover page(s)for project data and important information regarding this analysis and product installation.
/0
12
4 1 4 1 4 1 1 1 1 4 1 4 l 4 14 1 1 4 4 1 l 1 + l T +
- _ :1 1 1 i 1 1 1 i . i i 0 , 1 1 1 1 1 1 i 1 1
r, 24-00-00
B1 B2
Total Horizontal Product Length=24-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1, 3-1/2" 2435/0 4140/0
B2, 3-1/2" 2435/0 4140/0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 24-00-00 Top 30 00-00-00
1 Unf.Area(Ib/ft2) L 00-00-00 24-00-00 Top 15 30 11-06-00
Controls Summary Value %Allowable Duration Case Location
Pos. Moment 37957 ft-lbs 38.6% 115% 4 12-00-00
End Shear 5502 lbs 24.0% 115% 4 01-11-08
Total Load Deflection L/509(0.555") 35.4% n1a 4 12-00-00
Live Load Deflection L/809(0.349") 29.7% n\a 5 12-00-00
Max Defl. 0.555" 55.5% n\a 4 12-00-00
Span/Depth 14.1
%Allow %Allow
Bearing Supports Dim.(LxW) Value Support Member Material
B1 Wall/Plate 3-1/2"x 5-1/4" 6575 lbs n\a 47.7% Unspecified
B2 Wall/Plate 3-1/2"x 5-1/4" 6575 lbs n\a 47.7% Unspecified
Cautions
For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge
load.
Notes
Design meets Code minimum(L/180)Total load deflection criteria.
Design meets Code minimum(L/240)Live load deflection criteria.
Design meets arbitrary(1")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2015.
Calculations assume member is fully braced.
1�...... 0..F i 1
WW-- Triple 1-3/4"x 20"VERSA-LAM®LVL 2.1E 3100 SP I PASSED
RB01(Roof Flush Beam)
BC CALC®Member Report April 16,2024 14:40:39
Description: RIDGE
This report has a cover page.See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram:Full Length of Member
• ♦ •
♦ • •
•
a minimum=1-3/4" c=8-1/4"
b minimum=6" d=24"
e minimum=1"
Calculated Side Load=0.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are:FMFLOO5
•
(poise casr.ate Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP [PASSED (
RB02 (Roof Flush Beam)
BC CALC® Member Report April 16, 2024 14:40:39
Description: WINDOW HEADER
This report has a cover page. See the cover page(s) for project data and important information regarding this analysis and product installation.
o
\; 12
I 1 1 1 1 T - - - 1 1 1 1 0 + +__ - - - : : 1 1 1 1 1 1 11
02-06-00
B1 B2
Total Horizontal Product Length = 03-04-08
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
81, 5-1/4" 1376 / 0 2298 / 0
B2, 5-1/4" 1108 / 0 1842 / 0
Load Summary Live Dead Snow Wind Roof Tributary
Live
Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125%
0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 03-04-08 Top 14 00-00-00
1 Conc. Pt. (Ibs) L 01-06-08 01-06-08 Top 2435 4140 n1a
Controls Summary Value % Allowable Duration Case Location
Pos. Moment 4271 ft-lbs 17.7% 115% 4 01-06-08
End Shear 3656 Ibs 33.5% 115% 4 01-02-12
Total Load Deflection U999 (0.015") n1a nla 4 01-06-08
Live Load Deflection U999 (0.009") n1a n1a 5 01-06-08
Max Defl. 0.015" n1a n1a 4 01-06-08
Span / Depth 3.3
Cautions
For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not
occur.
For roof members with slope (1/2)/12 or less final design must account for Rain-on-Snow surcharge
load.
Notes
Design meets Code minimum (U180) Total load deflection criteria.
Design meets Code minimum (U240) Live load deflection criteria.
Design meets arbitrary (1") Maximum Total load deflection criteria.
Minimum bearing length for B1 is 1-1/2".
Minimum bearing length for B2 is 1-1/2".
Design based on Dry Service Condition.
BC CALL® analysis is based on IBC 2015.
Calculations assume member is fully braced.
Connection Diagram: Full Length of Member
i • • •
• •
•
Triple 1-3/4"x 9-1/2"VERSA-LAM®LVL 2.1E 3100 SP I PASSED
RB02(Roof Flush Beam)
BC CALC®Member Report April 16,2024 14:40:39
Description: WINDOW HEADER
This report has a cover page.See the cover page(s)for project data and important information regarding this analysis and product installation.
Connection Diagram:Full Length of Member
a minimum=1-3/4" c=6"
b minimum=6" d=24"
e minimum=1"
Calculated Side Load=0.0 lb/ft
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are:FMFLOO5
- Generated by REScheck-Web Software
ci.
Compliance Certificate
Project New Family Room Addition
Energy Code: 2021 IECC
Location: West Yarmouth,Massachusetts
Construction Type: Single-family
Project Type: Addition
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number:
All Electric false
Is Renewable false
Has Charger false
Has Battery: false
Has Heat Pump: false
Construction Site: Owner/Agent: Designer/Contractor:
8 Hasting Avenue James&Lucy Czarnecki Steven Devlin
West Yarmouth,MA 02673 8 Hasting Avenue Central Cape Construction
West Yarmouth,MA 02673 Company
53 Seconsett Island Road
Mashpee,MA 02649
508-776-6660
ompliance:Passes using UA trade-off
Compliance: 0.0%Better Than Code Maximum UA: 96 Your UA: 96
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Assembly °r R-Value R-Value U-Factor U-Factor UA UA
Perimeter
Ceiling 1:Cathedral Ceiling 598 49.0 0.0 0.022 0.024 13 14
Wall 1:Wood Frame,16"o.c. 632 22.0 0.0 0.056 0.045 28 23
Door 1:Solid 20 0.160 0.300 3 6
Door 2:Glass 40 0.300 0.300 12 12
Window 1:Vinyl/Fiberglass Frame:Double Pane with 72 0.290 0.300 21 22
Low-E
Floor 1:All-Wood Joist/Truss:Over Unconditioned 566 30.0 0.0 0.033 0.033 19 19
Space
Project Title:New Family Room Addition Report date: 04/05/24
Data filename: Page 1 of10
Additional Efficiency Package(s)
Not applicable
Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name -Title Signature Date
Project Notes:
REScheck by Cape Cod Insulation, Inc.
18 Reardon Circle
South Yarmouth, Ma. 02664
800-696-6611
# 731558C
Project Title: New Family Room Addition Report date: 04/05/24
Data filename: Page 2 of10
10010/ REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2021 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
& Req.1D
103.1, Construction drawings and ❑Complies
103.2 documentation demonstrate ❑Does Not
[PR1]1 energy code compliance for the
building envelope. Thermal ❑Not Observable
envelope and energy compliance ElNot Applicable
path represented on construction
documents.
103.1, Construction drawings and ❑Complies
103.2, documentation demonstrate ❑Does Not
403.8 energy code compliance for
[PR3]1 lighting and mechanical systems. ❑Not Observable
Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment is Heating: Heating: ❑Complies
403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not
[PR2]2 on loads calculated per ACCA Cooling: Cooling:
Manual J or other methods Btu/hr Btu/hr ❑Not Observable
approved by the code official. Not Applicable
Additional Comments/Assumptions:
1 High Impact (Tier 1) i Medium Impact (Tier 2) —1 3 Low Impact (Tier 3)
Project Title: New Family Room Addition Report date: 04/05/24
Page 3 of10
Data filename:
Section
Foundation Inspection Complies? Comments/Assumptions
&Req.ID
303.2.1 A protective covering Is installed to ❑Complies
(FO11)2 protect exposed exterior insulation ❑Does Not
and extends a minimum of 6 In.below ❑Not Observable
grade. ❑Not Applicable
403.9 Snow and ice-melting system controls ❑Complies
(FO1212 installed to shut off system when ❑Does Not
pavement temperature>50F and no
precipitation. ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1'High Impact(Tier 1) 12'Medium Impact(Tier 2) 13 ILow Impact(Tier 3)
Project Title:New Family Room Addition Report date: 04/05/24
Data filename: Page 4 of10
Section Plans Verified Field Verified
# Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions
& Req.ID I
402.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FR1]1
❑Not Observable
❑Not Applicable
402.1, Glazing U-factor (area-weighted U- U- ❑Complies See the Envelope Assemblies
402.3.1, average). ODoes Not table for values.
402.3.3,402.5 ❑Not Observable
[FR2]1 ❑Not Applicable
303.1.3 U-factors of fenestration products ❑Complies
[FR4]1 are determined in accordance ❑Does Not
with the NFRC test procedure or
taken from the default table. ['Not Observable
❑Not Applicable
402.4.1.1 Air barrier and thermal barrier ❑Complies
[FR23]1 installed per manufacturer's ❑Does Not
instructions.
❑Not Observable
❑Not Applicable
402.4.3 Fenestration that is not site built ❑Complies
[FR2O]1 is listed and labeled as meeting ❑Does Not
AAMA /WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC :Not Observable
400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures ❑Complies
[FR16]2 sealed at housing/interior finish ElDoes Not
and labeled to indicate 5_2.0 cfm
leakage at 75 Pa. ❑Not Observable
❑Not Applicable
403.3.1 Supply and return ducts in attics ❑Complies
[FR12]1 insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >=
R-6 where < 3 inches. ❑Not Observable
❑Not Applicable
403.3.4 Ducts, air handlers and filter ❑Com lies
[FR13]1 boxes are sealed with ❑Does Not
joints/seams compliant with ['Not Observable
International Mechanical Code or
International Residential Code, as ❑Not Applicable
applicable.
403.3.7 Building cavities are not used as ❑Complies
[FR15]3 ducts or plenums. ❑Does Not
[Not Observable
DNot Applicable
403.4 HVAC piping conveying fluids R- R- ❑Complies
[FR17]2 above 105 °F or chilled fluids ❑Does Not
below 55 °F are insulated to ?R ❑Not Observable
3.
❑Not Applicable
403.4.1 Protection of insulation on HVAC ❑Complies
[FR24]1 piping. ❑Does Not
❑Not Observable
❑Not Applicable
402.4.6 Electrical and communication DComplies
[FR29]3 boxes installed in the thermal ❑Does Not
boundary of the envelope sealed ❑Not Observable
to limit air leakage between
conditioned and unconditioned ❑Not Applicable
spaces.
1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3)
Project Title: New Family Room Addition Report date: 04/05/24
Page 5 of10
Data filename:
Section Plans Verified Field Verified o '
# Framing/Rough-ln Inspection Value Value Complies? Comments/Assumptions
& Req.ID
403.5.2 Hot water pipes are insulated to R- R- ❑Complies
[FR18]z >_R-3. ❑Does Not
DNot Observable
_ ❑Not Applicable
403.6 T Automatic or gravity dampers are ❑Complies
[FR19]2 installed on all outdoor air ❑Does Not
intakes and exhausts for
mechanical ventilation systems. [Not Observable
❑Not Applicable
403.6.1 Ventilation systems in climate ❑Complies
[FR3O]z zones 7& 8 shall utilize heat or ❑Does Not
energy recovery
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
W. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Family Room Addition Report date: 04/05/24
Data filename: Page 6 of10
Section — plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
& Req.ID __________ _
303.1 All installed insulation is labeled ❑Complies
[IN13]2 or the installed R-values ❑Does Not
provided.
❑Not Observable
❑Not Applicable
402.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies
402.2.7 ❑ Wood ❑ Woo-d ❑Does Not table for values.
[IN1]1 0 Steel 0 Steel ❑Not Observable
❑Not Applicable
402.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies
402.2.5, mass wall with at least'/z of the ❑ Wood ❑ Woo-d ❑Does Not table for values.
402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable
[IN3]1 exterior,the exterior insulation
requirement applies(FR10). 0 Steel 0 Steel ❑Not Applicable
303.2 Wall insulation is installed per ❑Complies
[IN4]1 manufacturer's instructions. ODoes Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) J
Project Title: New Family Room Addition Report date: 04/05/24
Page 7 of10
Data filename:
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
402.1, Ceiling insulation R-value. R-
R-___ DComplies See the Envelope Assemblies
402.2.1, 0 Wood ❑ Wood ODoes Not table for values.
402.2.2, ❑ Steel 0 Steel ❑Not Observable
402.2.6
[FI1]1 DNot Applicable
303.1.1.1, Ceiling insulation installed per ❑Complies
303.2 manufacturer's instructions. DDoes Not
[F12]1 Blown insulation marked every
300 ft2. ❑Not Observable
❑Not Applicable
402.2.3 Vented attics with air permeable DComplies
[FI22]2 insulation include baffle adjacent DDoes Not
to soffit and eave vents that
extends over insulation. :Not Observable
❑Not Applicable
402.2.4 Attic access hatch and door R- R- ❑Complies
[F13]1 insulation >—R-value of the DDoes Not
adjacent assembly.
['Not Observable
❑Not Applicable
402.4.1.3 Blower door test @ 50 Pa. <=5.0 ACH 50 = ACH 50 = DComplies
[F117]1 ach in Climate Zones 1-2,and DDoes Not
<=3.0 ach in Climate Zones 3-8.
❑Not Observable
❑Not Applicable
403.3.5 Ducts are pressure tested in cfm/100 cfm/100 DComplies
[FI27]1 accordance with ft2 ft2 DDoes Not
ANEI/RESNET/ICC 380 or
ASTME1554 to determine air ['Not Observable
leakage with either: Rough-in ❑Not Applicable
test:Total leakage measured
with a pressure differential of 0.1
inch w.g.across the system
including the manufacturer's air
handler enclosure if installed at
time of test. Postconstruction
test:Total leakage measured
with a pressure differential of 0.1
inch w.g. across the entire
system including the
manufacturer's air handler
enclosure.
403.3.6 Duct tightness test result of<=4 cfm/100 cfm/100 DComplies
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air :Not Observable
handler @ 25 Pa. Duct tightness
<= 8 cfm/100 ft2 for ducts within ONot Applicable
thermal envelope. For rough-in
tests, verification may need to
occur during Framing Inspection.
403.3.4.1 Air handler leakage designated DComplies
[F124]1 by manufacturer at<=2%of DDoes Not
design air flow.
❑Not Observable
------_____ ❑Not Applicable - ____ __
403.1.1 Programmable thermostats DComplies
[FI9]2 installed for control of primary DDoes Not
heating and cooling systems and initially set by manufacturer to :Not Observable
code specifications. ❑Not Applicable
403.5.1 Circulating service hot water DComplies
[FI11]2 systems have automatic or DDoes Not
accessible manual controls.
:Not Observable
______ ❑Not Applicable
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Family Room Addition Report date: 04/05/24
Data filename: Page 8 of10
•
Section Plans Verified Field Verified
Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Req.ID
403.2 Hot water boilers supplying heat DComplies
[FI26]2 through one-or two-pipe heating ❑Does Not
systems have automatic outdoor
setback control to lower boiler ❑Not Observable
water temperature based on ❑Not Applicable
outdoor temperature, indoor
temperature or water
temperature sensing.
403.5.1.1 Heated water circulation systems DComplies
[F128]2 have a circulation pump.The ❑Does Not
system return pipe is a dedicated
return pipe or a cold water supply ❑Not Observable
pipe. Gravity and thermos- ❑Not Applicable
syphon circulation systems are
not present. Controls for
circulating hot water system
pumps start the pump with signal
for hot water demand within the
occupancy.Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists.
403.5.1.2 Electric heat trace systems DComplies
[FI29]2 comply with IEEE 515.1 or UL ❑Does Not
515.Controls automatically
adjust the energy input to the ❑Not Observable
heat tracing to maintain the ❑Not Applicable
desired water temperature in the
piping.
403.5.3 Drain water heat recovery units DComplies
[FI31]2 tested in accordance with CSA ❑Does Not
B55.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units < 3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units < 2 psi for
individual units connected to
three or more showers.
403.6.2 All mechanical ventilation system DComplies
[FI25]2 fans not part of tested and listed DDoes Not
HVAC equipment meet efficacy
and air flow limits per Table :Not Observable
R403.6.2. ❑Not Applicable
403.6.3 Mechanical ventilation systems DComplies
[FI33]2 tested and verified to meet the ❑Does Not
minimum flow rates required by
Section R403.6. ❑Not Observable
❑Not Applicable
403.5.1.1. Demand recirculation water --r —_ DComplies
1 systems have automatic controls ❑Does Not
[F132]2 to start pump when hot water is
requested. ❑Not Observable
❑Not Applicable
404.1 100%of permanent fixtures have DComplies
[FI6J1 high efficacy lamps. ❑Does Not
❑Not Observable
❑Not Applicable
1404.1.2 Fuel gas lighting systems have DComplies
[F123]3 no continuous pilot light. ODoes Not
❑Not Observable
❑Not Applicable
11'High Impact(Tier 1) 1,2 JMedium Impact(Tier 2) 3-1-Low Impact(Tier 3) _!
Project Title: New Family Room Addition Report date: 04/05/24
Data filename: Page 9 of10
•
:: :
ctn •'
Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions
D Value Value
404.1.1 Exterior lighting for multifamily ❑Complies
[F135)3 buildings shall comply with ❑Does Not
Section C405.4.
❑Not Observable
❑Not Applicable
404.2 Permanent interior lighting shall ❑Complies
[FI36)3 be controlled with either a ❑Does Not
dimmer, occupancy sensor or
other control built into the ❑Not Observable
fixture. ❑Not Applicable
404.3 Exterior lighting >= 30 watts ❑Complies
[F137)3 shall have the following controls: ❑Does Not
manual on/off switch with
automatic shut-off,automatic ❑Not Observable
shut-off in daylight hours, and ❑Not Applicable
controls that override automatic
shutoff that returns to automatic
control within 24 hours.
401.3 Compliance certificate posted ❑Complies
[F17)2 with building specifications and ❑Does Not
compliance path and results.
❑Not Observable
❑Not Applicable
303.3 Manufacturer manuals for ❑Com lies
[F118]3 mechanical and water heating ❑Does Not
systems have been provided.
:Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1�High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 I Low Impact(Tier 3)
Project Title: New Family Room Addition Report date: 04/05/24
Data filename: Page 10 of10
1 2021 y
C EfficiencyIECC Energy Certificate
Insulation Rating R-Value
Above-Grade Wall 22.00
Below-Grade Wall 0.00
Floor 30.00
Ceiling/Roof 49.00
Ductwork(unconditioned spaces):
Glass&Door Rating U-Factor SHGC
Window 0.29
Door 0.30
Heating&Cooling Equipment Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
131< 35504 P9192 --Z=7.`1,ej
1 1-25-2022 a 03 a 3=tea
RECEIPT
BARNSTABlE COUNTYber EGISTRV00F DEEDAK S 6.0 TOWN OF YARMOUTH
JOHN F. MEAD.LBEC46TER BOARD OF APPEALS
fransk: 139956 Oper:MONIOUE DECISION
JIM
Book: 35504 Page: 192 InstI: 58088
AV
YAR6HTING E5-2022® 3:35:08p
M 8AS October 18,2022
DOC DESCRIPTION TRANS AMT
1 CZARNECKI, LIUDMILA 4978
NOTICE 10.00 50
Surcharge CPA p
County Fee$10.00
September 8,2022
State Fee$40.00540.0000
Surcharge Tech$5.00 -- James and Liudmila Czarnecki
Total fees: 105.00
x=. Total charges: 105.00 8 Hasting Avenue,West Yarmouth,MA
CAECA PM 788 105.0U Map 66,Parcel 57
Zoning District:R-40
Title:Book 30694,Page 76
Land Court Lot#45
MEMBERS PRESENT AND VOTING:Chairman Steven DeYoung,Sean Igoe,Jay
Fraprie and John Mantoni.
Notice of the hearing was given by sending notice thereof to the Petitioner and all those owners
of property as required by law,and to the public by posting notice of the hearing and publishing
in The Cape Cod Times.The hearing opened and was held on the date stated above.
The petitioners are James and Liudmila Czarnecki of 8 Hasting Avenue,West Yarmouth,MA
which property is in a R-40 zoning district.The applicant seeks either a Special Permit and/or a
Variance to construct an addition in required rear setback on a pre-existing non-conforming lot.
The petitioner represents that the current layout is not practical for a family with two children.
The addition would include a family room,a study area,and a place for children's toys.The
proposed addition would conform to the neighborhood,and the entry into the L-shaped addition
would be from the main house.
The rear setback requires 20 feet.While this Board is reluctant to make a property more non-
conforming,the large,wooded lot behind the petitioners'property is Town-owned land.Because
of the lot's location,there would be no development behind the petitioners'property.
The petitioners have explored other options,but those options would face the neighbors and
would lose privacy.The house sits at an angle on the lot.The odd shape of the lot and the
location of the existing septic system creates a hardship and meets the criteria for a Variance.
..A TRUE COPY ATTEST:
4ti G'Edna
CMMC I(:MC I`i'(.1NN C,L0r:X
NOV 1 5 2022
Bk 35504 P9192 .z31.-itsts
11-25-2022 8 03 = 35a
•
_ TOWN OF YARMOUTH
BOARD OF APPEALS
4 + DECISION
r M4 ,c
tr
FILED WITH TOWN CLERK: October 18, 2022
PETITION NO: 4978
HEARING DATE: September 8,2022
PETITIONER: James and Liudmila Czarnecki
PROPERTY: 8 Hasting Avenue, West Yarmouth, MA
Map 66, Parcel 57
Zoning District: R-40
Title: Book 30694, Page 76
Land Court Lot#45
MEMBERS PRESENT AND VOTING: Chairman Steven DeYoung, Sean Igoe,Jay
Fraprie and John Mantoni.
Notice of the hearing was given by sending notice thereof to the Petitioner and all those owners
of property as required by law, and to the public by posting notice of the hearing and publishing
in The Cape Cod Times. The hearing opened and was held on the date stated above.
The petitioners are James and Liudmila Czarnecki of 8 Hasting Avenue, West Yarmouth, MA
which property is in a R-40 zoning district. The applicant seeks either a Special Permit and/or a
Variance to construct an addition in required rear setback on a pre-existing non-conforming lot.
The petitioner represents that the current layout is not practical for a family with two children.
The addition would include a family room, a study area, and a place for children's toys. The
proposed addition would conform to the neighborhood, and the entry into the L-shaped addition
would be from the main house.
The rear setback requires 20 feet. While this Board is reluctant to make a property more non-
conforming, the large, wooded lot behind the petitioners' property is Town-owned land. Because
of the lot's location, there would be no development behind the petitioners' property.
The petitioners have explored other options, but those options would face the neighbors and
would lose privacy. The house sits at an angle on the lot. The odd shape of the lot and the
location of the existing septic system creates a hardship and meets the criteria,for a Variance.
I.A TRUE COPY ATTEST:
KI-Atta WIEWnlica-/
CMMC/CMG/TOWN CLERK
NOV 1 5 2022
Mr. Fraprie moved to grant the Variance as requested, and Mr. Mantoni seconded this motion
which passed on a roll call vote of 4-0. The petitioner asked that the requested relief of a Special
Permit be withdrawn, without prejudice and a motion was so made by Mr. Igoe and seconded by
Mr. Fraprie and upon this motion and by roll call vote the Board voted unanimously in favor and,
so therefore, the Special Permit request was allowed to be withdrawn, without prejudice.
No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals
from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20
days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein,
the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See
bylaw §103.2.5, MGL c40A §9)
ii ......,tetic3/4).,
Steven DeYoung, Chairman
CERTIFICATION OF TOWN CLERK
I, Mary A. Maslowski, Town Clerk, Town of Yarmouth, do hereby certify that 20 days have
elapsed since the filing with me of the above Board of Appeals Decision #4978 that no notice of
appeal of said decision has been filed with me, or, if such appeal has been filed it has been
dismissed or denied. All appeals have been exhausted.
hUya h1461/044
Mary A. Maslowski
NOV 1 5 2022
A TRUE COPY ATTEST:
•Niqii-Va-/ .
LK C/CMC i TOWN CLERK
NOV 1 5 2022
•
•
�� �r• '0 COMMONWEALTH OF MASSACHUSETTS
j, . - , 4\, TOWN OF YARMOUTH
fi.-.•.-..'dc-':
BOARD OF APPEALS
Petition#: 4978 Date: November 8,2022
Certificate of Granting of a Variance
(General Laws Chapter 40A, Section 11)
The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Variance has been
granted to:
James and Liudmila Czarnecki
8 Hasting Avenue
West Yarmouth, MA 02673
Affecting the rights of the owner with respect to land or buildings at: 8 Hasting Avenue, West Yarmouth,
MA; Map#: 66; Parcel #: 57; Zoning District: R-40; Book/Page: 30694, 76; Land Court Lot#45 and the
said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision
granting said Variance, and copies of said decision, and of all plans referred to in the decision, have been filed.
The Board of Appeals also calls to the attention of the owner or applicant that General Laws, Chapter 40A,
Section 11 (last paragraph) and Section 13, provides that no Variance, or any extension, modification or
renewal thereof, shall take effect until a copy of the decision bearing the certification of the Town Clerk that
twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal
has been filed or that, if such appeal has been filed, that it has been dismissed or denied, is recorded in the
Registry of Deeds for the county and district in which the land is located and indexed in the grantor index under
the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such
recording or registering shall be paid by the owner or applicant.
)1iiu....9.4(;,..,.
Steven DeYoung, Chairman
RUE A EST •
BARNSTABLE REGISTRY OF DEEDS
John F. Meade, Register oche/CMG/ i UVYN Ci.lii<
NOV 1 5 2022