HomeMy WebLinkAboutBLD-23-003801 t �, �_E 01r' E D
i co E & TWO FAMILY ONLY-BUILDING PERMIT
JA 11 2013 Town of Yarmouth Building Department
1146 Route 28,South Yarmouth,MA 02664-4492
-.— 508-398-2231 ext. 1261 Fax 508-398-0836 `
BUtLDIN'�- . DEPARTMENT "` i M
6y.__ Massachusetts State Building Code,780 CMR
uz nig Permit Application To Construct,Repair, Renovate Or Demolish � ;
a One-or Two-Family Dwelling "''
Q� /� Th' Section For Official Use Only
Building Permit Number: e ,,..23--bb Of Date Applied:
BuildingOfficial
(Print Name) S•.-, re
Date
SECTION 1:SITE INFORMATION
Ll Pr -city AddreFs:/) 1.2 Assessys Map&Parcel Numbers
1.1a Is this an accepted street?yes V no Map Number Parcel Number
11.3Zo 'fig_ �
Information: n 1.4 Property Dimensions: 1
K 29, f rO3
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards . Rear Yard
Required I Provided Required Provided Required Provided
3o 37 /5 IIS 33 ao
1.6 Water Supply:(M.G.L c.44,1 54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public Imo/ Private 0 Zone:41 Outside Flood Zone?
Check if yes❑ Municipal 0 On site disposal system
SECTION 2: PROPERTY OWNERSHIP'
2.1w of cor
L %er' s ¢r eyes sow- YArmavim, m4- oZ
Name(Print) /�
^^ City,State,ZIP
I hG!'AO/As t-Akive_ C1/71$ 6 f'1 aAtes/p.
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply)
New Construction 0 1 Existing Building"Owner-Occupied 0 I Repairs(s) 0 Alteration(s) Ilei Addition ❑
Demolition 0 I Accessory Bldg.0 Number of Units I Other 0 Specify:
Brief Des ription f Proposed Work: /�.3 hue." /1.1/1.144(e ,ern .
o SIL ___ J'D'Drh , 09u2- .- / Ytspjli
kj
(4.4 /c�,.'h� Jt�hoi� S I bh of 2�Ci Ski
SECTION 4:ESTIMATED CONSTRUCTION COSTS.
Item Estimated Costs:
(Labor and Materials) Official Use Only
I.Building $ 1. Building Permit Fee:$35'() Indicate how fee is determined:
2.Electrical $ I$Standard City/Town Application Fee
0 Total Project Cos 1t )x multiplier x
3.Plumbing $ 2. Other Fees: $ j 39 rn(.7_'
4.Mechanical (HVAC) $ List: v
5.Mechanical (Fire
Suppression) $ Total All Fees:$
6.Total Project Cost: $ r Check No. Check Amount: Cash .t: as.
Tom/t � 0 Paid in Full )Outstanding Balance D,e: j.t16 \ ^)
:\ The Commonwealth of Massachusetts
L Department offndustriaiAccidents
EE.--_,.....-311=.,-
? = 1 Congress Street,Suite 100
1:41..574- Boston,MA 02114-2017
-.-, t- www.mass.gov/dia
Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): C-A V/,l Q44.4- 6 h�
Address: / 7- --3i71/ 62,30k
City/State/Zip: 5- MA- 0Zlv6'9 Phone#: 74-- all. -09 33
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. ❑Ne construction
2.0 I am a sole proprietor or partnership and have no employees working for me in 8. emodeling
•
any capacity.[No workers'comp.insurance required.]
3.❑I am a homeowner doing all work myself.(No workers'comp.insurance required.]t
9. E]Demolition
10 0 Building addition
4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I win
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
5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet.
13.0 Roof repairs
Th sub-contractors have employees and have workers'comp.insurance.t
6. We are a corporation and its officers have exercised their right of exemption per MGL c. I4.Q Other
152,§I(4),and we have no employees.(No workers'comp.insurance required.]
*Any applicant that checks box t/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.
tContractors 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.
.1 ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy 4 or Self-ins.Lic.ii: 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 MOL 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 the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
.1'do hereby certify under the pains and ' of perjury that the information provided above is true and correct.
1 /ZZPSignature: /�/� Date: 0/7-42-2—
Phone
hone ii: y�— /.Z--C>' 3 E
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 CIerk 4.Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person: Phone#:
§TOWN OF YARMOUTH
1146 Route 28, South Yarmouth, MA 02664
508-398-223!1 ext.-1261 Fax 508-398-0836
•
Office of the Building Commissioner
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4.
I hereby certify that the debris resulting from the proposed work/demolition to be
conducted at / C LaM/14/ bh
Work Address
Is to be disposed of oat the following location: CI e /14�/ii14►4t. vi-
Said disposal site shall be a licensed solid waste facility as defined by M.G.L.
Ch. 111, §150.A.
On17-4;1/61,`T-1 /2-/2-6/ 2
Signature of Application Date
Permit No.
Office of Consumer Affairs and Business Regulation
1000 Washington Street-Suite 710
Boston, Mas usetts 02118
Hoim ro errt tractor Regis* trati€
Tye Com ration
Registreio182000
C .VIN NT,INC, , r05 ExT)iration: 05/1712023
17 STILL BROOK RD
SOUTH YARMOUTH,MA 02664 /- 0/0 ;
/
/ ' Vedette Address anti Return Card.
1'P,":0 ?GM-rY'17 ,.... ..
HOME# R+ a CONTRACT*- Reg/shorten etiit4lfor 'dieldfirtlil use ortly
YPE:Crrsrr�«tkuc cptrsbor , 01 r�to:
;.., e of Cor amer, etrs anti us esus Regulation
qg I17/2023 1000 Wang Street Sum 710
C. Vlfdliih ton,MA 02118
y�
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17 STILL S �--/„% y al '
S0k$7 i Y& ss< � urldersacreta,y valid llt il$signature
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Generated iance by REScheck-Web. Software
0 Compl
Project Chris Vincent 1 Channel Point
Energy Code: 2018 IECC
Location: South Yarmouth, Massachusetts
Construction Type: Single-family
Project Type: Addition
Climate Zone: 5 (6137 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1 Channel Point Dr Chris Vincent
W Yarmouth, MA 02673 17 Still Brook Rd
S Yarmouth,MA 02664
christophervincent@comcast.net
DnIpiia
iriCe: Passes,;..,arir;.., �/i/_.✓,,. /ii/rrri k .�ii✓,,i.,/i.,/iii/%.,.. i,,, iir,o,.,.. 1„% ,� //// ,%///// /.////%/�r///%///%'
%
Compliance: 2.8%Better Than Code Maximum UA: 36 Your UA: 35
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.
Siab-or tradeoffs are no longer considered in the UA or performance compliance path m REScheck. Each slab-on-grade
assembly in the specified-climate zone most meet the minimum energy code insulation P vale and dew?)re"Fu+ ements.
Envelope Assemblies
Gross Area Cavity Cont. Prop. Req. Prop. Req.
Assembly or R-Value R-Value U-Factor U-Factor UA UA
Perimeter
Ceiling 1: Flat Ceiling or Scissor Truss 350 41.0 0.0 0.029 0.026 10 9
Wall:Wood Frame, 16"o.c. 300 21.0 0.0 0.057 0.060 15 16
Window:Vinyl Frame 37 0.270 0.300 10 11
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 2018 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 Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Page 1of 9
Data filename:
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 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.
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103.1, Construction drawings and ❑Complies
103.2 documentation demonstrate /j/jNotobservt?Ie
ii buldg envelope.Thermal
103.1, Construction drawings and /%DDoes
❑Complies
103.2, documentation demonstrate /, Not
403.7 energy code compliance for j Observable
[PR3]1 lighting and mechanical systems. / ❑Not Applicable
Systems serving multiple
dwelling units must demonstrate / / /
Commcompliance with the ercial Provisions. ///J/��jj
,r j Heating and cooling equipment is Heating: Heating: ❑Complies
sized per ACCA Manual S based Btu/hr_ , Btu/hr_ DDoes Not
f�ion loads calculated per ACCA i cooling: : Cooling: [Not Observable
�j Manual j or other methods Btu/hr Btu/hr
%/ official.approved by the code ❑Not Applicable f
i�i,,
Additional Comments/Assumptions:
1 High Impact(Tier 1) j Medium Impact(Tier 2) ,3 Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Page 2 of 9
Data filename:
4p 1 E } //
''' a a i 1 1111: ;:i .i/n/K % ,,iii �� Gi
/A protective coverng installed to ❑Complies
i protect exposed exterior insulation ❑
/ Does Not
/�4/%;and extends a minimum of 6 in. below
j ).V grade. =Not Observable
a!/// ❑Not Applicable
Snow-and ice-melting system controls°❑Complies
� ��j�j installed.
❑Does Not
;El Obseryable
/j ❑Not Applicable
'�l'%/iii
Additional Comments/Assumptions:
1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Data filename:
Page 3 of 9
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%.i;;.,,,,,,, ! ;,,,,,,, ,,, .,,/.�/., ,'.,,, .,,,,,a., ,„,,,.,", �,.", i.�,, "„ 2rum,
402.1.1, Glazing U-factor(area-weighted U- U- DComplies ;See the Envelope Assemblies
402.3.1, average). ❑Does Not 'table for values.
402.3.3, ❑
402.5 Not Observable
[FR2]1 • : :❑Not Applicable
y
303.1.3 U-factors of fenestration products/ ❑Complies
[FR4]' are determined in accordance i di❑Does Not
;, :with the NFRC test procedure or j
taken from the default table. // ❑Not Observable
/ ;r 1=1Not Applicable
402.4.1.1 Air barrier and thermal barrier �j/ � /�,j/ �,� DComplies
[FR23]' installed per manufacturer's �,-� , i /���❑Does Not
14 j /7/ 44 j
instructions. /r/ / jj j//❑Not Observable
j '//j/j/ ' ❑Not A licable
402.4.3 Fenestration that is not site built r % -A❑Complies
j j /j/,7 j/❑Does Not
[FR20]' is listed and labeled as meeting �'/!if � ��j //
`AAMA/WDMA/CSA 101/1.S.2/A440//r,/ /�j/'
• / /. /j.,j❑Not Observable
or has infiltration rates per NFRC ��� /�, /
400 that do not exceed code / /�/ . ❑Not Applicable
limits.
j IC-rated recessed lighting fixtures �� / i ❑Complies
G sealed at housing/interior finish �/ , 1 ❑Does Not
and labeled to indicate s2.0 cfm ❑Not Observable
f`/ leakage at 75 Pa. /� /�
�„ � ❑Not Applicable
403.3.1 Supply and return ducts in attics j ® DComplies
[FR12]' insulated>= R-8 where duct is /�❑Does Not
>=3 inches in diameter and >= / / /❑Not Observable
R-6 where<3 inches. Supply and
return ducts in other portions of " / 7 /❑Not Applicable
the buildinginsulated >= R-6 for / /® � / /
j /j
diameter>=3 inches and R-4.2 � ® � ///
for< 3 inches in diameter. / / //
403.3.2 :Ducts,air handlers and filter % /V// /❑Complies
[FR13]' boxes are sealed with i Not
,;3 ;joints/seams compliant with
, //0Does
❑Not Applicable❑Not ObservableInternational Mechanical Code or / /
!International Residential Code,as�/ ' i �/
:applicable. / / /':
4033Z- cavities are not used as /�// / / j❑Complies
[FR !ducts or plenums. �� DDoes Not
/�j// � /�j j/j❑Not Observable
j� �� '/�' j ❑Not Applicable
FO
t %%i4 HVAC piping conveying fluids R- : R- !DComplies
�' - or
chilled fluids : ❑Does Not
:4,,,r7/0:7:::::,! beow 55°F are insulated to>R-
///j3' ❑Not Observable
rvable
!/
❑Not Applicable
��i, 7/iii
403 4.1 Protection of insulation on HVAC 77 , /7//,////❑Complies
[FR24]1 piping. %❑Does Not
j/❑Not Observable `.
�/ / //j//❑Not Applicable
9 ;Hot water pipes are insulated to R-_ : R- :DComplies
�Gi ark-3 ❑Does Not
j ❑Not Observable
❑Not Applicable
e %/Automatic or gravity dampers are j ❑Complies
C/ installed on all outdoor air j ❑Does Not
%/ ///��intakes and exhausts. j/ / � j/❑Not Observable
;444 ! j j
;< i% %/ /<❑Not Applicable
1 High Impact(Tier 1) ? Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Data filename: Page 4 of 9
Additional Comments/Assumptions:
1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Data filename: Page 5 of 9
1��. iii„ ii ..•... ...........�.u. /
i iii//.�.........G6/6...i,1ii,,,.,,,,,,/ ,_in a,ii10 ,iiii5F.,%,- g,,,';',:''ii i� ,iii,iiiiii,.iii/ii L//,i;,,
,. � ...iiiiii,,,,. / „ ,.
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All installed insulation is labeled % ❑Complies
�orthe installed R-values / %� ❑Does Not
/ provided. ��� j //❑Not Observable
i, > /i//❑Not Applicable
i R-
402.1.1, Wall insulation R-value. If this is a R- _ ❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the Ill Wood
❑ Wood ❑Does Not table for values.
402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable
[INVexterior,the exterior insulation
requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable
303.2 Wall insulation is installed per /,' /�, //,/r—,❑Complies
�i
[IN4]1 •manufacturer's instructions. / /� Does Not
' / ❑Not Observable
�� /
�/. / Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) /"Medium Impact(Tier 2) L3'Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Data filename: Page 6 of 9
T, ,, ��
� � ,, � � F ��*L
402.1.1, Ceiling insulation R-value. R- R- DComplies See the Envelope Assemblies
402.2.1, '❑ Wood ❑ Wood ❑Does Not table for values.
402.2.2, ❑ Steel ❑ Steel ❑Not Observable
402.2.6
[Fill' ❑Not Applicable
303.1.1.1,'Ceiling insulation installed per %, `< ij❑Complies
303.2 manufacturer's instructions. //�%/� / j❑Does Not
[FI2] Blown insulation marked every �,�%❑Not Observable
� ®
300 ft2. / ' ' Ii
'� / ❑Not Applicable
,,%Vented attics with air permeable v / / ' � % Complies
reddir insulation include baffle adjacent ���i �' ❑Does Not
�/ �/ /' /
///to •soffit and eave vents that �j Not Observable
extends over insulation. /� // pp
% ' � / /❑Not Applicable
402.2.4 Attic access hatch and door , R- R- DComplies
[FI3]' insulation zR-value of the ❑Does Not
adjacent assembly.
['Not Observable
❑Not Applicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= DComplies
[FI17]' ach in Climate Zones 1-2,and ❑Does Not
<=3 ach in Climate Zones 3-8.
['Not Observable
❑Not Applicable
403.3.3 Ducts are pressure tested to cfm/100 cfm/100 DComplies
[FI27]' determine air leakage with ft2 ft2 ❑Does Not
either: Rough-in test:Total ❑Not Observable
leakage measured with a
'pressure differential of 0.1 inch ❑Not Applicable
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.
403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 DComplies
[F14]1 cfm/100 ft2 across the system or > ft2 ft2 DDoes Not
<=3 cfm/100 ft2 without air ❑Not Observable
handler @ 25 Pa. For rough-in
tests,verification may need to ❑Not Applicable
occur during Framing Inspection.
403.3.2.1 Air handler leakage designated /i /� �O%/ /DNot
❑Complies
[F124]' by manufacturer at<=2%of /Oo// ❑Does Not
design air flow. //
Observable
❑Not Applicable
1 Programmable thermostats
DComplies
Fr / g j j///
installed for control of primary �/ /���❑Does Not
/'%///%heating and cooling sytems nd j /,
z/ /,/ by j/// j/�j� ❑Not Observable
// i initiallyset manufacturer to /%j� %�/j j
///% %% %codespecifications. / j/ ,�/ /�/❑Not Applicable
%e ?%/Heat pumpthermostat installed � I/.// i' ��i,-//// ,❑Complies
/ /// �//❑Does Not
�%/on heat pumps. /j / /j
/ /j El NN Observable
//
j � j , ❑Not Applicable
;Circulating service hot water �/❑Complies
systems have automatic or / / ❑
j� /� ZØDNot
Does Not
accessible manual controls. Observable
%/ � Not Applicable
1 High Impact(Tier 1) -,';Medium Impact(Tier 2) 3 I Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Data filename: Page 7 of 9
r „All mechanical ventilation system // i ❑Complies
jfans not part of tested and listed , V//,/
7 /' //❑Does Not
!,'%// /HVAC equipment meet efficacy j�/ // Not Observable
Table / j ❑
/ and air flow limits pera %//// // //❑Not Applicable
R403.6.1. / // /� PP
Sr Hot water boilers supplying heat / %/ '❑Complies
/through one-or two-pipe heating //� / 4%///�'//j❑Does Not
systems have outdoor setback x/� �� // � �❑Not Observable/ �� /
i % 'j/ control" to lower boiler water //// j;
' ," tem erature based on outdoor %% / / //j;!% %❑Not Applicable
p //// /j%/,
.,// temperature. r/ ,;:/�/r,j
P
0 °Heated water circulation systems /--,/4/4,,, 44%,4,„ '%'/',//�jO❑Complies
r /have a circulation pump.The / // //- ,j /0Does Not
system return pipe is a dedicated , �/// jj /j4� �, / j❑Not Observable/return pipe or a cold water supply r/j%,,;//,,-/, j❑Not Applicable
1%pipe.Gravityand thermos- //i/ / ,
hon circulation systems are j 4/j/ 4
j not present.Controls for /�� % � /j /
-* / circulatinghot waters stem ///�/ ,/ //
j/ ///��/ �/,
% with si nal j/// ///j /
'//� ,, um sstartthepump g ji//,// �,/,,� /
4for hot water demand within the %j �G ,% o-/ :/j
v: Controls %'/��,// Oji ';jA
,occupancy.Cont o s // j j j/�/��
automaticallyturn off the pumpj//' �/,�,/��j%
%///7-,,when water iin circulatioloop j/j/ j/�/j
2''' ;is at set-point temperature and /
i / / �,
/, / no demand for hot water exists. � ,/ /;.
r /Electric heat trace systems /� �� / 4 "❑Complies
Ado/ :comply with IEEE 515.1 or UL ,��/ / ❑Does Not
j515.Controls automatically %
4%1� /❑Not Observable
44'41 adjust the energy input to the
- ---,,/,',/,,,%;-,!!!!,/, // 14// /❑Not Applicable
/ heat tracing r maintainrathe // //;� /desired water tem erature in the /./i
rDemand recirculation water ❑Complies sy ❑Does Notmana manage operation of the pump / / ❑Not Observable
rvable
,;and limit the temperature of the4/
/ �i 7,water entering the cold water / j/ /❑N topPlicable
/,, piping to<= 104QF. // '
FDrain water heat recoveryunits j❑Complies
// , / / / / �tested in accordance with CSA 7,e/ / ,/ , ❑Does Not
/ i B55.1. Potable water-side j r // j// Not Observable
/44 %6%-1 pressure loss of drain water heat //�� %/,/�j ❑
,/- s, ,//� /❑Not Applicable
" ' %// recoveryunits<3 psi for j/ 4, j/j
�% ,� individual; units connected to one /ji%
or two showers. Potable water- /// jj /
; '�� water /i, / /%�•
.<� ,/sidepressure loss of drain / j
i, ,/ ./// //
:: heat recovery units<2 psi for 4 /j j% %j/��
�;-%,%,%% in ividual units connected to / 7 //
',," %, ,":three or more showers. / / /
404.1 90%or more of permanent 4 // /�//❑Complies
[FI6]' fixtures have high efficacy lamps. /j/ �� ';/ ❑Does Not
��� % ///❑
Not Observable
�/ /j /%❑Not Applicable
4Q4,L1, ;Fuel gas lighting systems have / i' /❑Complies
(F123)3' no continuous pilot light. % /, / j ❑Does Not
/
/ ❑Not Observable
j ' �❑NotApplicable
7;./i;,?;,'" Com Compliance certificate posted. ';7 ❑Complies
P /� !// �/ ❑Does Not
4,4 A j/4- / ®' j
/ � ❑Not Observable
// / ❑Not Applicable
1 High Impact(Tier 1) piMedium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Data filename: Page 8 of 9
ip v vi° fftfle
303.3 Manufacturer manuals for /j,,/'/ "
/❑Complies
[map mechanical and water heating /❑Does Not
systems have been provided. ❑Not Observable
❑Not A licable
,../ PP
Additional Comments/Assumptions:
1. High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Chris Vincent 1 Channel Point Report date: 01/04/23
Page 9 of 9
Data filename:
•
g2018 1ECC Energy
Efficiency Certificate
Insulation Ra '' R vette
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 0.00
Ceiling / Roof 41.00
Ductwork(unconditioned spaces):
Glass& Door Rating U-Factor Si4GC
Window 0.27
Door
Heating&Cooling Equipment Efficiency
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
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, . TOWN OF YARMOUTH
--t, r a HEALTH DEPARTMENT
'' "�' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant:
Building Site Location: / Cj1&-J P 1>1 i 2hve, SO ) v* ici4i'
Proposed Improvement: bo et"' a"t d--'WO O GOkti WO( a 4
.tPhe- -02 :,,I t ♦ Nem .► " �'" ME5111110.e; eaIMS
C HPJ' pt2 ' c c
�+ j / Tel. No.: 74 '".2/.Z -0436
Applicant: C,-- ' �lGi�-�T} l Gle .
Address: ) -- —C-i-7‘It 6 f k iej . f. YCc.-'W! , 02 a64 Date Filed: //41?-3
**If you would like e-mail notification of sign off please provide e-mail address: i h a e V/ l'l C - , t t
po
Owner Name:
a h.0pbeir, 1 -- s
Owner Address:
t CA GLf Jie1 to 1 t'17" DY-. Owner Tel. Na.:
RESIDENTIAL AND/OR COMMERCIAL BUILDING
HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements
For Septage Disposal and other Public Health Activities.
Please s bait three.(3,) copies of plans, to include:
(1.) Site Plan showi g existing buildings, water line location,
and septic system iocatio n 'a
(2.) Floor plan labeling ALL rooms within building
(all existing and proposed) —
Note: Floor plans not required for decks,sheds, windows, roofing;
(3.) If necessary, Title 5 application signed by licensed installer
with fee.
()D
REVIEWED BY: U • DATE: 1 i tl e '
PLEASE NOTE . - i)G`''`'iN
COMMENTS/C NDITIONS: t J f Cr.,y\ 3 ___--7___--7 / /� e JVO (:- 3
te.1.1,6,
St / f c c. (5Ze, A 70 ?-2 1 7,4 it-c-f e✓-
TOWN OF YARMOUTH
WATER DEPARTMENT
99 Buck Island Road
'
Weil Yarmouth,MA 02671
telephone: 1'508'1 771-7921 • Fax 1508i 771-n98
BUILDING PERMIT APPLICATION FOR
WATER DEPARTMENT SIGN OFF
TRANSMITTAL FORM
BUILDING SITE LOCATION: / CAA/4p,4.4 b).-ive... 5. YA„r.
) -
PROPOSED WORK: Dt)rmer
APPLICANT: 0 A v ne-
ADDRESS: / 8rvf>g gat . )Ariekt-00,74-h
TELPHONE - .2.1 315
RESIDENTIAL AND/OR COMMERCIAL BUILDING
Water Department: Determines Compliance of Water Availability and or existing location
Engineering Department: Detennines Compliance for Parking and Drainage
Conservation Curtuniz.zion; Determines Compliance to Wetlands Act:Le.If lox(s)border arty type of
wetlands,streams,ponds,rivers,ocean,bogs,boys,marshland,ETC...
Health Department: Determines Compliance to State and Town Regulations, i.e,
requirements for Scptage Disposal and other Public Health Activites
Fire Department: Determines Compliance to State and Town Requirements for Personal
Safety,Property Protections,i.e.Smoke Detectors,Sprinkler Systeras,etc
lief/Z3
APPLICANT SidNATDDE DATE
OFFICE VSE 1 COMMENTS ON PERMIT APPROVAL OR DENIAL
i A DIVISWN(I3MAITTRE)
f / DATE
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STREET tit- ,-- oo7,-) .-/-g-e.,,---,4 ,e1.4. , ,e,,, 4.77,. 4"
VILLAGE
SERVICE NO. 7g,:g ,e _,.T,...,
METER NO. MA/655-6c? 0 /I ',.-6"-V.C2Sto12/0/,66
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Conservation Office
.� y Town of Yarmouth bdirienzot�yarmouth.ma.us
'`;.MATT:. i, ,.;' Conservation Commission
:;.,,: Building Permit Sign-off Application
TO BE FILLED OUT BY BUILDING PERMIT APPLICANT:
Building Site Location: / he` hi/' a(11,(414-- g- Ya---k" out-LI
)
Map# 14 Lot(s)# 021
Property Owner: C - h.S 1 o pita-- (2Date filed: I/ 4-I 2 ?
*Applicant: C A V 1`tn.c_er4) l Yl C
Applicant Address: l ,-S ti J/ gmak- pot , , S- 7/V'Ii-.b LZ► /14,A cy-2 &,4
Email: / U V
h rC- Ill hC&-I'i ; C-011-1 Telephone: 37-4 212- - cam/38
Please note:by submitting this application,the applicant grants permission to the Conservation Office to enter the location to conduct a site visit(if needed).
Proposed Project Description:
,8 t.,-/ f t „2-c.°( -Cfu'll Geo r-0 ert- a e"ct -e-xpets,-7 A
.e,x f`- 1*Ij /-e -ci1' L
Site Plan Title/Date: / i ti-e S- -SI Vic. P) 101) 110.5
TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR:
Does the proposed project require a permit? f1
Refer to: SE83- or DOA permit
Comments from Conservation Commission: Approv Conditionally Approved Rejected
Conservation Commission Sign-off Signature: W Date: 1 5 Iv)
*TO APPLICANT:
All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each
day, the area shall be clean and no debris shall be in the Resource Area.
If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the
Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed,
along with the erosion control/work-limit line. A copy of the Order of Conditions must remain on-site
during construction. Please refer to the Order of Conditions for further details.
4
,�m=� TOWN OF YARMOUTH
�" ,y c
of '�R`°'-
/ BUILDING DEPARTMENT
°' �'�' MA 02664
�. ria �_�x 1146 Route 28, South Yarmouth,Telephone 508-398-2231 ext. 1261 Fax 508-398-0836
Contractor's Affidavit: Substantial Improvement or Repair of Substantial Damage
Property Address: I c�.01/44L4, PrPi' DI-I v-
Parcel ID Number: I I— / ZI
Owner's Name: a fl S I eS
Contractor: C • A , VI ,t,G -1. `h 2.•
Contractor's License Number: de9 5-6 33 HI C- /8 ZUV()
Date of Contractor's Estimate: /0/3/22. -
I
o/3/zvI hereby attest that I have personally inspected the building located at the above-referenced address by the
nature and extent of the work requested by the owner, including all improvements, rehabilitation,
remodeling, repairs,additions, and any other form of improvement.
At the request of the owner, I have prepared a cost estimate for all of the improvement work requested by
the owner and the cost estimate includes, at a minimum,the cost elements identified by the Town of
Yarmouth that are appropriate for the nature of the work. If the work is repair of damage, I have prepared a
cost estimate to repair the building to its pre-damage condition. I acknowledge that if, during the course of
construction,the owner requests more work or modification of the work described in the application,that a
revised cost estimate must be provided to the Town of Yarmouth,which will re-evaluate its comparison of the
cost of work to the market value of the building to determine if the work is substantial improvement. Such re-
evaluation may require revision of the permit and may require revision of the permit and may subject the
property to additional requirements.
1 also understand that I am subject to enforcement action and/or fines if inspection of the property reveals
that I have made or authorized repairs or improvements that if inspection of the property reveals that I have
made or authorized repairs or improvements that were not included in the description of work and the cost
estimate for that work that were basis for issuance of a permit.
Contractor's Signature (14114()Irma
Date: ///b/2-2— .* MICHAEL J. HAY ES
NOTARY PUBLIG
M ' Commonwealth of Massach�ir is
Notarized:
i,.— My Commission ExP
—� ` �i :' May 11. 2023
_ \
f Y , TOWN OF YARMOUTH
k ~' ! BUILDING 'i'
C' BLD1NG DEPARMEN
"` ' . 1146 Route 28,South Yarmouth,NIA 02664
s" }'f telephone 508-341/-2231 ext. 1261 Fax 5O8-398-0836
Owner's Affidavit: Substantial Improvement or Repair of Substantial Damage
Property Address: / 6-4-- vie.I Pc7,'}-1-1 IN-- ye.'
Parcel 10 Number; " /4/44
Owners Name: 4,''+1 i r1 L S e c /{ /( (r k+c"l.q e( y e POwner's Address/Phone: 7
Contractor: C . /d - Vikices.d. /i1 e .
Contractor's License Number: els 05,51233 /lc/CI'a .2,.0 00
Date of contractor's Estimate: /6'51 2-.2
I hereby attest that the description included in the permit application for work on the existing building all
improvements, rehabilitation. remodelling, repairs, additions, and other forms of improvemnent, I further
attest that I requested the above-identified contractor to prepare a cost estimate for all of the work,including
the contractor's overhead and profit,I acknowledge that if,during the course of construction, I decided to add
more work or to modify the work described,that the Town of Yarmouth will re-evaluate its comparison of the
cost of work to the market value of the building to determine if the work is substantial improvement. Such re-
evaluation may require revision of the permit and may subject the property to additional requirements.
I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals
that I have or authorized repairs or improvements that were not included in the description of work, and the
cost estimate for that work that were basis for Issuance of a permit.
EA.„Aez.,\,
Owner's Signature: ,\�CxL Y e
Date: i l a'3
Notarized:
_` PAMELA N. WILLIAMS 1
NOTARY PUBLIC
�l- =/= Commonwealth of Massachusetts
��i/ M
` y Commission Expires
September 4, 2026
.
Substantial Improvement Worksheet for Floodplain Construction
(for reconstruction,rehabilitation,addition,or other improvements,and repair of damage from any cause)
Property Owner: 14e4445
Address:
Permit No.: /� L 7�
Location: I � Pori- Df'1 Vv---
Description of improvements: C)brlytekv
Present M ket alae of structure ONLY{rxmarket appraisal or adjusted
assessed value BEFORE improvement,or if damaged;
be ore a damage lac can ;notrncluding landhraiue< 404J CVO
Costeliprovement
mai post of Sit,
"'include:uoirinte r'atror rrd,donated su
pP - -
Ratio Cost of Improvement(or Cost to l3epa1r'3
If ratio is 50 percent or greater(Substantial Improvement),entire structure including the existing
building must be elevated to the base flood elevation(BFE)and all other aspects brought into compliance.
Important Notes:
1. Review cost estimates to ensure that all appropriate costs are included or excluded.
2. If a residential pre-FIRM building is determined to be substantially improved,it must be elevated to or above the BFE. If a
non-residential pre-FIRM building is substantially improved,it must be elevated or dry floodproofed to the BFE.
3. Proposals to repair damage from any cause must be analyzed using the formula shown above.
4. Any proposed improvements or repairs to a post-FIRM building must be evaluated to ensure that the improvements or
repairs comply with floodplain management regulations and to ensure that the improvements or repairs do not alter any
aspect of the building that would make it non-compliant.
5. Alterations to and repairs of designated historic structures may be granted a variance or be exempt under the substantial
improvement definition)provided the work will not preclude continued designation as a"historic structure."
6. Any costs associated with directly correcting health,sanitary,and safety code violations may be excluded from the cost of
improvement. The violation must have been officially cited prior to submission of the permit application.
Determination completed by:
Date: I�ib�z�
1/13/23,4:20 PM Mail-Sears,Tim-Outlook
1 Channel Point
Sears, Tim <tsears@yarmouth.ma.us>
Fri 1/13/2023 4:20 PM
To:'info@cavincent.com' <info@cavincent.com>
1 attachments(391 KB)
work in flood zone packet.PDF;
I have reviewed your application and this property is in a flood zone. Attached is a packet to review, we
need the cost worksheet filled out along with the contractor and owners affidavits notarized and
returned. The final affidavit will be required at the time of final inspection.
Timothy Sears CB0
Deputy Building Commissioner
Town of Yarmouth
508-398-2231 Ext. 1259
mailto:tsears@yarmouth.ma.us
https://outlook.office.com/mail/sentitems/id/AAQkADE3MDQ5NWZmLTkOYzItNDIwNi1 iMDQxLWNkMGQyNmE4NzE5NAAQAEsJB1mB0y5FryE9vSCb... 1/1
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
•
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)'
I i Check
Compliance
1.1 SCOPE
Wind Speed(3-sec.gust) • 110 mph
Wind Exposure Category B
1.2 APPUCABIUTY
Number of Stories (Fig 2) 1 stories s 2 stones
Roof Pitch (Fig 2) IQ 512:12 V
Mean Roof Height (Fig 2) Oft s 33'
Building Width,W (Fig 3) ft 5 80'
Building Length, L (Fig 3) ilf ft <-80'
Building Aspect Ratio(LNV) (Fig 4) 5 3:1
Nominal Height of Tallest Opening2 (Fig 4) 4,_.4:Z%6'8"
1.3 FRAMING CONNECTIONS
General compliance with framing connections (Table 2)
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
47
Concrete. A'�_
Concrete Masonry 1"*
2.2 ANCHORAGE TO FOUNDATION1'3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only�,,^
Bolt Spacing-general................................. (Table 4) "1"lain.
Bolt Spacing from end/joint of plate (Fig 5) in.5 6"-12"
Bolt Embedment-concrete (Fig 5)... in.a 7"
Bolt Embedment-masonry (Fig 5) /' in.a 15" A r;
Plate Washer (Fig 5) >3"x 3"x Y."
3.1 FLOORS V
Floor framing member spans checked (per 780•CMR Chapter 55) —//
Maximum Floor Opening Dimension (Fig 6) j"ft 5 12'or 1.12 or W/2 ✓. .
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) tr
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall (Fig 7) Ift 5 d . / .
Maximum Cantilevered Floor Joists _.... /t/s d v
Supporting Loadbearing Walls or Shearwall (Fig 8)
Floor Bracing at Endwalls (Fig 9)
Floor Sheathing Type (per 780 CMR Chapter 55) g/� ¢ DSO �/
Floor Sheathing Thickness (per 780 CMR Chapter 55) �¢:. in. V
Floor Sheathing Fastening (Table 2).. 3 d nails at G in edge/ Mil field --%A. -
4.1 WALLS
Wall Height
Loadbearing walls (Fig 10 and Table 5) .. -ft 5 10' '✓
Non-Loadbearing walls (Fig 10 and Table 5) 4-ft 5 20'
Wall Stud Spacing (Fig 10 and Table 5) Ea in.`-?4ft 5 d
Wall Story Offsets (Figs 7&8)
4.2 EXTERIOR WALLS3
Wood Studs ,/
Loadbearing walls (Table 5) 2x - � in.
Non-Loadbearing walls (Table 5) 2x -Tft in. �/
Gable End Wall Bracing
Full Height Endwall Studs (Fig 10)
__,/%,
WSP Attic Floor Length (Fig 11) ft aW/3
Gypsum Ceiling Length(if WSP not used) (Fig 11) ( ft>_0.9W
2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11) — /
Double Top Plate 2ft
Splice Length (Fig 13 and Table 6)
Splice Connection(no.of 16d common nails) (Table 6)
AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)'
Loadbearing Wall Connections 2---Lateral(no.of endnailed 16d common nails) (Table 7)
Non-Loadbearing Wall Connections
Lateral(no.of endnailed 16d common nails) (Table 8) —
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table•)
Header Spans (Table 9) ft in.<_11'
Sill Plate Spans (Table 9) ft_in•<_11'
Full Height Studs(no.of studs) (Table 9) —
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to able 9)
Header Spans...... (Table 9) _1-ft in.s 12'
Sill Plate Spans.... (Table 9) in.s 12" y,"
/
Full Height Studs(no.of studs) (Table 9) --I, _IG
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W P
Nominal Height of Tallest Opening2 6.t s 6'8"
Sheathing Type (note 4) , , '"
��
Edge Nail Spacing (Table 10 or note 4 If less) in.
Field Nail Spacing (Table 10) 'in. �`
'
Shear Connection(no.of 16d common nails)(Table 10) �.,�
Percent Full-Height Sheathing (Table 10) 1r,"7o
5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) 0.7. 14fak.-
Maximum
Sheathing
of Tallest Opening2 (note.. 6'8" V
Type4) I
042
Edge Nail Spacing (Table 11 or rote 4 if less) in. _1L
Field Nail Spacing (Table 11) �� �/
Shear Connection(no.of 16d common nails)(Table 11) n/—/
Percent Full-Height Sheathing (Table 11) ��
5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)
Wall Cladding
Rated for Wind Speed? —
5.1 ROOFS
Roof framing member spans checked? (For Rafters use AWC pan Tool,see BBRS Website)
Roof Overhang (Figure 19) /1.-ft s smaller of 2'or U3
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift (Table 12) U=I 1plf ✓
Lateral (Table 12) L= > ✓
plf .
.
Shear (Table 12) S= •If
Ridge Strap Connections,if collar ties not used per page 21.....(Table 13).......... T= 't •If ✓
Gable Rake Outlooker (Figure 20) .4 ft s smaller of 2'or U2 _✓
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift (Table 14) U= b• Vz
Lateral(no.of 16d common nails)...(Table 14)............................. . ...
Roof Sheathing Type (per 780 CMR Chapters 58 a 59)..x. 4,.s.' .J6
Roof Sheathing Thickness in.a 7/16"WSP v.,„,
Roof Sheathing Fastening (Table 2) 67191-••4714.— 17
Notes:
1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Corner Stud Hold Downs per Figure 18a
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade.