HomeMy WebLinkAboutBLD-21-2814.tif - BLDR-23-8623 55629 TOWN OF YARMOUTH BUILDING DEPARTMENT
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PLAN REVIEW &BUILDING PERMIT APPLICATION REVIEW
Applicant Name
Permit Address
Review Date
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CFx- G A
A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
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SECTION 5:.CONSTRUCTION SERVICES -
5.1 Construction Supervisor License(CSL) 0 Q3" S-
(�11 c ,l
License Number Fa, n[ion Date
Name of CSL Holder , t
c List CSL Type(see below) V
OYy
No.and Street Type Description
MOO
1�O U Unrestricted uildin s u to 35,000 cu.ft
/ R Restricted 1&2 FamilyDwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
b�l 27 SF Solid Fuel Burning Appliances -
Cu ILI f e I 1 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:WORRERS'COMPENSATION INSURANCE AFFIDAVIT(iVLG.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 ..........W No...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERINUT ..
L as Owner of the subject property,hereby authorize
to act on my behalf;in all matters relative to work/yA/ horized by this building permit application-
612 lacl070
Print Owner's Name(Electro . Si e) Date
SFC176N 7b: OWNERl 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 thebest of my knowledge and understanding.
t
Print Own is or Authorized Agent's ame(Electronic Signature) D e
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/dns
2. When substantial work is planned,provide the information below:
Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq.H.) 016 Habitable room count Number of fireplaces QNumber of bedrooms ut
Number of bathrooms 3U@ Number of half/baths
Type of heating system uJJ} 9 Q Number of decks/porches
Type of cooling system V Enclosed Open
3. "Total Project Square Footage"maybe substituted for"Total Project Cost"
The Commonwealth of Massach usetts
Department oflndustrialAccidents
I Congress Street,Suite 100
Boston, MA 02 114-2 01 7
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Al2plicant Information Please Print Legibly
Name (Business/OrganizatiorAridividual): ` CWrem
Address: 6 Qjpx 3
City/State/Zip: '�- '
W�5'1' an15 h Phone#:_
Are you an employer?Check the appropriate box:
Type of project(required):
_1.❑f am a employer with employees(full and/or part-time).* 7. 9New construction
2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling
any capacity.[No workers'comp.insurance required.]
3. I am a homeowner doing all work myself t 9. ❑Demolition
❑ g y [No workers'comp,insurance required.]
4.❑I am a homeowner and will be hiring contractors to conduct all work on my property.Pn3' I will 10 ❑Building addition
ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions
pn.etors with no employees.
❑
S.
I am a general contractor and I have hired the sub-contractors listed on the attached sheet 12. Plumbing repairs or additions
These sub-contractors have employees and have workers comp.insurance) IJ.❑Roof repairs
6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other
152,31(4),and we have no employees.[No workers'comp.insurance required.]
'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
[Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
ram an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site
information.
Insurance Company Name: e 1 ( J�,)AL I(fc^CR �Q
Policy#or Self-ins.Lic.#: O']O xpiration Date:
Job Site Address: CYVSIC(Z�M City/State/Zip: erim Al
Attach a copy of the workers' compensation policy declaration page(showing the policy number and xpiration d te).
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 the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
coverage verification.
I do hereby certify tinder he airs dpenaid ofperjury that the information provided above is true and correct
Si ature -11 2 Date:
Phone#:
Official trse 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#:
, :• y TOWN OF YARMOUTH
. a
BUILDING DEPARTMENT
1146 Route 28,South Yarmouth,MA 02664
508-398-2231 ext. 1261 Fax 508-398-0836
BUILDING DEPARTMENT
DEMOLITION DEBRIS DISPOSAL AFFIDAVIT
Pursuant to M.GL Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 1115,
I hereby certify that the debris/resulting from the proposed work/demolition to be
conducted at. i
Work Address T�
Is to be disposed of at the following location: :L5A L.JA R
Said disposal site shall be a licensed solid waste facility as defined by KG.L.
Chapter 111, Section 150A.
*Dt
oSignature of Application
Permit No.
11 ,
Commonwealth of Massachusetts
Division of Professional Licensure
Board of Building Re ulations and Standards
Co nstin?�tl�%iSoluvisor
t-
CS-003751 -5' v �pires:06/25/2022
PHILLIP E CtJR M
PO
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Commissioner da,-G R (�FmiPw
C— .
Z 7�
°� y TOWN OF YARMOUTH
BUILDING DEPARTMENT
fyu'! 7
2020� 1146 Route 28, South Yarmouth, NIA 02664 508-398-2231 ext. 1261
BCZ—
BUILDING DEPARTMENIPT INQUIRY FORM (used for zoning purposes only)
By'
Assessors' Map No.— Lot No. n TStreet Address
Endorsement Date of Subdivision Plan and Type(if applicable) 9 Z7/6 Z reCai��e n f/lLf G Z
Total Land Area(sq. ft.) /O 3 06
Frontage D 3
(til of LI
Name of Current Owner 10 GIn rq J yor"
Iddress t' Q k Telephone No. f�O�
Inquirer's Name(if different from owner) Gr e, Telephone No. 809/u25—
Inquirer's Mailing Address b 466 , ac> ycO_AO
Building Intent Q Adjoining Lot Numbers 2-0
By signing this application I assert my understanding that the purpose of this inquiry is to determine the aforementioned
lot(s)qualifies for protection afforded certain heretofore-undeveloped land and that to the best of my knowledge this lot(s)has
never previously been built upon.
Signature of Applicant Date of Inquiry
DECISION(for office use only)
Does not conform to the applicable provisions of M.G.L.Chapter 40A, Section 6. Definitive Plan Exemption
and/or the applicable zoning bylaw,as per the information provided on this date.
Reason:
Conforms to the applicable provisions of M.G.L.Chapter 40A,Section fir Section 104.3.4, Para S of the
zoning bylaw, as per the information provided on this date. Comments:
Protected pursuant to the applicable provisions of M.G.L.Chapter 40A,Section 6.Definitive Plan Exemption.
Application is incomplete. Comments:
Adequate road access must be present. A determination of adequate access shall be made by the
Qlanning Board pursuant to M.GZ.Chapter 41 prior to the issuance of a building permit.(if applicable.)
(//Shall satisfy Title V requirements.(See Health Dept.)
Shall satisfy Conservation regulations,if applicable.
Shall satisfy the Old Kin s Highway Regional Historic District Commission(if applicable)
Investigator's Signature
Rev. 8/OZ
zog.,.� JtLcaeEed l�vl�7 LD/7- 0OV16D
TOWN OF YARMOUTH
O
BUILDING DEPARTMENT
1146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261
�3 LOT INQUIRY FORM (used for zoning puurp sses only)
Assessors'Map No�Lot No. 9 Street Address—2
Endorsement Date of Subdivision Plan and Type(if applicable)
Total Land Area(sq.ft.) /19. Frontage /03
Name of Current OwneiDtom• ��/� Teasf Address/%) nw�A�.(f 1�� Ad Telephone Norte/ 7 �yl y�' �
Inquirer's Name(if different from owner) : I„do vr� r-r s,y/ Telephone No:s -P-L/5•'7S'.s S—
Inquirer's Mailing Address PU. Fiat I&Vm? Da<,
Building Intent mil Adjonmling Lot Numbers-.?Q. 8 Dim G A 7,1
By signing this application I assert my understanding that the purpose of this inquiry is to determine whether the aforementior
lots)qualifies for protection afforded certain hen: n-undeveloped land and that to the best of my knowledge this lot(s)ha:
never previously been built upon.
Signature of Applicant �✓' Date of Inquiry /
DECISION(for office use only)
Does not conform to the applicable provisions of M.G.F..Chapter 40A,Section 6,Definitive Plan Exemption
and/or the applicable zoning bylaw,as per the information provided on this date.
Reason:
Conforms to the applicable provisions of M.G.L.Chapter 40A,Section 6, r Section 1043.4,Para s of th
zoning,,bylaw,as per the information provided on this date. Comments:: 70e?+2L�e
lor
Protected pursuant to the applicable provisions of M.G.L.Chapter 40A,Section 6,Defimtive Plan Exemption.
Application is incomplete. Comments:
Adequate road access must be present. A determination of adequate access shall be made by the
Planning Board pursuant to M.G.I..Chapter 41 prior to the issuance of a building permiL(if applicable.)
Shall satisfy Title V requirements.(See Health Dept.)
Shall satisfy Conservation regulations,if applicable.
Shall satisfy the n1d. rigm Highway Regional Historic District Commission(if applicable)
Investigator's Signature ,r / ,4 ate
Rev.8/02
023 89 MAP 01B LOT
. LOC 00008 CRUISER LN Plan •
��
Data r
Vision Goverment Solutions Pagel of 3
8 CRUISER LN
Location 8 CRUISER LN Mblu 23/89///
Acct# 1813 Owner CURRAN JOANNE
Assessment $174,200 PID 1813
Building Count 1
Current Value
Assessment
Valuation Year Improvements Land Total
2021 $0 $174,200 $174,200
Owner of Record
Owner 'CURRAN JOANNE Sale Price $99,900
Care Of Certificate
Address 20 HARDING LN Book&Page 30418/0329
WEST YARMOUTH,MA 02673 Sale Date 04/1 212 01 7
Instrument 1H
Qualified U
Ownership History
Ownership History
Omer Sale Price Certificate Book B Page Instmmem Sale Date
CURRANJOANNE $99,900 30416/0329 1H 04/1212017
WINSTON NEAL A(PERS REP) $100 30416/0328 1F 04112IM17
WINSTON NEAL A(PERS REP) - $100 30416/0327 1F 04/12/2017
SPERO MARYANNE $0 7021/0352 01/12/1990
SPERO DAVID J TRS $0 10
_Building Information -
Building 1:Section 1 -
Year Built:
Living Area: 0 Building Photo
Replacement Cost: $0
Building Percent Good:
Replacement Cost
Less Depreciation: $0
Building Attributes
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Vision Govemment Solutions Page 2 of 3
Field Description - Building Photo
Style: Vacant Land
Model
Grade:
Stories:
O=pancy
Exterior Wan 1
Exterior Wan 2
Roof Structure:
Roof Cover (hdpl/Images.vgsi.coMPhotos2/YamwuthMAPhotod/defaWLJpg)
Interior Wall 1
Building Layout
interior Wall
Interior Fir 1 (ParcelSketcM.ashx?pld=18138bld=1925)
Interior Fir2 Building Sub-Areas(sq R) Legend
Heat Fuel
No Data for Building Sub-Areas
Heat Type:
AC Type:
Total Bedrooms:
Total Bthrms:
Total Hal Baths:
Total%tra Fedrs:
Total Roams:
Baru Style:
Kitchen Style:
Nunn Kitchens
Cndtn
Num Park
FWePIBoes
Fndtn Cn&n
Basement
Extra Features
Extra Features Legend
No Data for Extra Features
Land
Land Use Land Line Valuation
Use Code 1300 Size(Acres) 0.24 -_--- - ----
Description RES ACLNDV MDL-00 Frontage 0 -
Zone Depth 0
Neighborhood 0060 Assessed Value $174.200
Alt Land Appr No
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Category
Outbuildings
Outbuildings Leciend
No Data for Outbuildings
Valuation History
Assessment
Valuation Year .Improvements Land Total
2021 s0 $174,200 $174,200
2020 $0 $171.500 $171.500
2019 $0 $171,500 $171,500
(c)2020 Vision Govemment solutions,Inc.All rights reserved.
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ACCT# 023 88 MAP 018 LOT L20
Map LUC 00002 CRUISER LN Plan
DOC. CERT. PROBATE
.3ar/tJ F r v� /4" s"
v o le ZK72 JOF
L
64. ltkaop litzi207 tvoQ) 0 loq
Vision Government Solutions Pagel of 3
2 CRUISER LN
Location 2CRUISERLN Mblu 23/88///
Acct# 1812 Owner HARROP PAUL E
Assessment $331,800 PID 1812
Building Count 1
Current Value
Assessment
Valuation Year Improvements Land Total
2021 $157.000 $174.800 $331,800
Owner of Record _
Owner HARROP PAUL E Sale Price $to
LAVOIE SANDRA Certificate
Care Of Book 3 Page 33289/120
Address 2 CRUISER LN Sale Date 0923/2020
Instrument 1F
WEST YARMOUTH.MA 02673 - Qualified U
Ownership History -
Ownership History
Owner Sale Price Certificate Book 6 Page Instrument Sale Date
HARROP PAULE $to 33289/120 1F 09rZM020
HARROP PAUL E $100 19121/0207 1.1 10/08I2004
HARROP PAUL E $0 847410033 03MI993
Future Owners
Ownership History
Owner Sale Price Certificate Book a Page Instrument Sale Date
HARROP PAULE s10 33289/120 1F 0 912 3/2 0 20
Building Information
Building 1:Section 1
Year Built: 1950 Building Photo
Living Area: 1.170
Replacement Cost: $230,844
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r
Building Percent Good: 68 # ''
Replacement Cost ```'._°• '
Less Depreciation: $157.000
Building Attributes
' ilFasuk�t -s m
Field Description m '. p s -a. . i iO. -
Style: Cape Cod w w;
l
Model Residential
Grade: Average
Stories: 1 12 Stories
Occupancy 1 + :4ki:a�# wrist
Exterior Wall 1 _ Wood Shingle (httplfsreges.vgsi.mMphotos2NamawlhMAPhotos/AOOW3`OOW.Jpg)
Exterior Wan 2 Building Layout
Roof Structure: Gable/Hip
d Cover As FEP
Roof ph/F Gls/Cmp
WDK
Interior Wall 1 Drywall/Sheet
Interior Wan 2 12
10
Interior Fit Hardwood
Interior Fir2 Quarry Tile 12 12
Heat Fuel Gas 6AS FBAS
UBM UGR
Heat Type: _ Hot Water
AC Type: None
Total Bedrooms: 3 Bedrooms -
Total Bthnns: 1
Total Half Baths: 0 �26 26
Total xba F&bs:
Total Rooms:
Barn Style: Average
Kitchen Style: Modem
Num Kitchens 01 1s 12
Cndln (Pa iSketch.ashx?pid=1812abid-1924)
Num Park Building Sub-Areas(sq ft) - Lenend
Fireplaces Gross Living
Code Description
Am Area
Fndtn Cndtn
BAS First Floor 780 780
Basement
FHS Hall Stay,Finished 780 390
FEP Porch,Enclosed,Finished 144 0
UBM Basement,Unfinished 468 0
UGR Garage Under 312 0
WDK Deck,Wbod 120 0
2,604 1.170
Extra Features
Extra Features Leciend
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Vision Goverment Solutions Page 3 of 3
No Data for Exoa Features
Land
Land Use Land Line Valuation
Use Code 1010 Sim(Acres) 0.26
Description SINGLE FAM MDL-01 Frontage 0
Zone - Depth 0
Neighborhood OD60 Assessed Value $174,800
Alt Land Appr No
Category
Outbuildings
Outbuildings Lecend
No Data for Outbuildings
Valuation History
Assessment
Veluatlw Year Improvements Land Total
2021 8157,000 $174,800 $331,800
2020 $137,500 t172,100 $309,600
2019 - $120,300 $172,100 $292.400
(c)2020 Vision Goverment Solutions,Inc All rights reserved.
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ACCT# 023 90 MAP 018 LOT L22
Map LOC 00012 CRUISER LN Plan 7f
OOC. CERT. PROHAT6
06972z. f 6S
C ZZ333 SO oMi 9 l3 07
I
Visipn,Govemment Solutions Page 1 of 3
12 CRUISER LN
Location 12 CRUISER LN Mblu 23/90///
Acct# 1814 Owner KEMMITT JANICE TRS
Assessment $306,100 - PID 1814
Building Count 1 -
Current Value
Assessment
Valuation Year - Improvements Land Total
2021 $131,900 $174,200 $306.100
Owner of Record
Owner KEMMfTT JANICE TRS Sale Price $100
COURAGE CAROL KTRS Certificate
Care Of Book 8 Page 24912/0288
Address 12 CRUISER LANE Sale Date 1 0/1 5 2 01 0
WEST YARMOUTH,MA 02673 Instrument 1F
Ouallfi U
Ownership History
nemhip History
Owner Sale P a Certificate - Booka Page Instrument Sale Date
KEMMITT JANICE TRS $100 24912/0288 - 1F 10/152010
KEMMITT JANICE TRS $100 2491210287 1F 10/152010
FRANKS RITA K(LIFE EST) $100 22333=50 1F OW132007
FRANKS ALBERT P $0 1306/0932 07/2811965
FRANKSALBERTP - $0 M
Building Information
Building 1 :Section 1
Year Built: 1965 Building Photo
Living Area: 864
Replacement Cost: $186,039
Building Percent Good: 70
Replacement Cost
Less Depreciation: $130,200 -
Building Attributes
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` s Field Description ��
3
Style: Ranh - - -
Model Residential
Grade: Average , n
Stories. 1 Story -
Occupancy - 1 kj.
Exterior Wall i Vinyl Siding
Exterior Wall
Roof Structure: Gable/Hip
Rod Cover Asphf GWCmP (hhplrmges.vgsi.coMphotos2NamiwlhLtAPhotos/A00103`DOl53.jpg)
Interior wan 1 Drywall/Sheet Building Layout
Interior Wall Plywood Panel
Fry
Interior Fir 1 Hardwood
Interior Fir 2- Carpel rs
9A9 F6e
Heat Fuel Gas
Heat Type: Hot Water
AC Type: None
N YI
Trial Bedrooms: 3 Bedrooms -
Total Bthrms 1 -
Total Hall Baths: 0
Total Xua FaM:
(ParcelSketchsshz7pid-181/8blo-1926)
Total Roams:
Building Sub-Areas(sq ft) Legend
Bath Style: Average
Code Description GrossArea
Living
Kitchen Style: Modem Area Area
Num Kitchens 01 SAS Find Floor 864 864
Cndtn FEP Porch,Enclosed,Finished 144 0
Num Park FGR Garage 336 0
Fireplaces 1,344 864
Fndtn Cndtn
Basement
Extra Features
Extra Features Legend
Cods Description Size Value Bldg#
FPL7 FIREPLACE 1 ST 1.00 UNITS $1,500 1
Land
Land Use Land Line Valuation
Use Code 1010 Size(Acres) 0.24
Description SINGLE FAM MDL-01 Frontage 0
Zone Depth 0
Neighborhood D060 Assessed Value $174.200
Aft Land Appr No -
Category
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Vision,Goveniment Solutions Page 3 of 3
Outbuildings
Outbuildings Legend
Code Description Sub Code Sub Description Size Value Bldg 9
SHDi SHED FRAME 96.00 S.F. $200 1
Valuation History
Assessment
Valuation Year Improvements Land Total
2021 $131,900 $174,200 $306.100
2020 $117,500 3171,500 $289,000
2019 $100,100 $171,500 $271.600
(c)2020 Vision Government Solutions,Inc.All rights reserved.
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ACCT# 023. 86 MAP 018 LOT K6A
LOC 00025 MERRYMOUNT RD ( & 27) Plan 7d' �• ?
AGS DOC. CERT. PROBATE
MseA&UZ
0,0/ 2 993 Aoi473Z 37637 t
e K 4
p pit 440/1 %OVi/fA .
c• g
Vision Government Solutions Pagel of 3
25 &27 MERRYMOUNT RD
Location 25&27 MERRYMOUNT RD Mblu 23/86///
Acctt/ 1801 _ Owner ROBERTS SANDRA B TR
Assessment $330,900 PID 1801
Building Count 1
Current Value
Assessment
Valuation Year. Improvements Land Total
2021 $156,700 $174,200 $330,900
Owner of Record
Owner ROBERTS SANDRA B TR Sale Price $100
SANDRA B ROBERTS BARNSTABLE REAL RUST Certificate
Care Of Book&Page D9S8888/0
Address 52 KENILWORTH RD Sale Date 12/172004 -
WELLESLEY,MA02482 - Instrument 1F
Qualified U -
Ownership History
Ownership History
Owner Sale Price Certificate Book&Page Instrument Sale Date
ROBERTS SANDRA B TR $100 - D988888/0 1F 12/172004
ROBERTS SANDRAL $0 D93345910 1F 0&052003
BROWN CHRISTINE P s0 10
Building Information _
Building 1 :Section 1 -
Year Built: 1960 Building Photo
Living Area: 1,380
Replacement Cost: $219,363 __._..._
Building Percent Good: 70
Replacement Cost
Less Depreciation: $153,600
Building Attributes
Field Description
Style: Duplex -
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Vision Government Solutions Page 2 of 3
Model Residential
Grade: Average
Stories: 1 Story
Occupancy 2
Ealerlor Want Wood Shingle
Exterior Wall
Roof Structure: GabletHip
_,,.,..y,..
Roof Cover ASPhIF Gle/CmD � � -'^�-a"�i�-�. "•� - _- -
Interior Wall t Drywall/Sheet
Interior Wan 2
(rlhpllmagea.vgsl.cortVpnotos2lYartrwuNMAPnotos/M003+OO+A4.jpg)
Interior Fir Carpet Building Layout
Interior Flr 2
e$ FOP Heal Fuel Gas U.M ue�
Heal Type: Hot Water +e +e
x
AC Type: None j
x a
Total Bedrooms: 3 Bedrooms
as
Total Bnvms: 2
_ (Pa iSkelch.ash)e/pid-1801abld-1913)
Total Han Baths: 0
Total X1re FhcVs: Building Sub-Areas(sq R) Legend
Total Rooms: Code Description Gross Living
Area Area
Bath Style: Average BAS First Floor 1.380 1.380
Kitchen Style: Modem
FOP Porch,Open,Finished 108 0
Num Kitchens 01
UBM Basement,Unfinished 912 0
Cndln
2.400 1.380
Num Park
Fireplaces
Fndtn CnCin
Basement
Extra Features
Extra Features Legend
Code Description Size Value Bldg
FPL7 FIREPLACE 1 ST 2.00 UNITS $3,100 1
EOS End Outs Shim - 1.00 UNITS $O 1
Land
Land Use Land Line Valuation
Use Code 1040 Size(Acres) 0.24
Description TWO FAMILY Frontage 0
Zone Depth 0
Neighborhood 0060 Assessed Value $174,200
Aft Land ApPr No
Category
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Vision Government Solutions Page 3 of 3
Outbuildings
Outbuildings Legend
No Data for Outbuildings
Valuation History -
Assessment
Valuation Year Improvements Land Total
2021 $156,700 $174,200 53301900
2020 $129,000 $171,500 $300,500
2019 $117.000 $171.500 $288,500
(c)2020 Vision Government solutions,Inc.All rights reserved.
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3
NOT NOT NOT NOT
AN AN OFFIPtP23j5)FA 1ff L OF�§L OFFICIAL
i COP COPY COPY COPY
D.Nj•VERO L BONS) , a corporaNOMuly �OT
organized undeARG laws of the AWmonwealth oMeea- , AN
chusatts, eEiEhjj3f2M .,OFFICIAL
j� Maeeachusett� yconsiderateepaid, grants Q-9PYID T. COPY
SPERO and MARYANN SPERO, husband and wife as tenants j
r 1 by the entlretpnth gUITCLt1tjOVENANTS (2) NOT
e I! tartain parcel••— land situate West) Yatmou Barnstable 1 AN
Count t�q �t� boys gecrl
,9 The consider this deedtcpV al. � '• OFFICIAL
c
FIRST PARC COPY COPY
e �
.°� NORTHEAST! b Lot�,t 77����o
I, y �OTi shown on n•!.�t anafter aNOT
o1, A meationoT��llan of land, a Qt ance of
OFF ICIAI4o9.QFKAgIAL OFFICIAL OFFICIAL
{ COPY COPY COPY :COPY
;I SOUTHEASTERLY by Lot 14 and a portion of Lot 19, as -
NOT shown rN®9Id plan, a ditilf & of NOT
° AN 112,36 fetAN AN AN
i; OFFICIAL OFFICIAL OFFICIAL OFFICIAL '
!i SOUTHWESTTMpfy by CuttCapi16, a privateWy by a COPY
curve and a straight course, as shown
h n NOT °II•ata a total dist �of 110,00 ;NOT
N AN feet;an AN AN AN
C [tFFT(�IAI� 2t I ICIA�L OFFICIAL OEFICIAL
p !I NORTHWESTF.HI.3y y L t �yayV own on sy, a .COPY
IG:::VVVVtitY'" dlstance`bY'I39 28 feet.
w I SECOND PARCEL:
is
m NORTHEASTERLY by Lot 20,"as shown on a nereinafter '
mentioned plan of land, a distance of
r II 100.00 feet;
yM
3 SOUTHEASTERLY by land now or formerly of Fred H. I
'u !� Reed, as shown on said plan, a distance
of 103.00 feet;
4 i
t$ I! SOUTHWESTERLY by Lot 22, as shown on aaid plan, a {
I' distance of 100.00 feet; and
h
v p NORTHWESTERLY by Cruiser Lane, a private way, as
shown on said plan, a distance of
G { 103.00 feet.
1�
y •
L NOT NOT NOT N T
AN AN A�N
a OFFIdT019CShF�?AL OFFICIAL OFF -CIAL
COPY COPY COPY C PY
Meaning ant[ intending to convey Lot 15,(first parcel)
contaL•dngNfa
uare be*1 nd, more o , and Lot 2 i,
(Second patalning 1 equate feet nd, both aNOT
s r,IN
shown o " Yar`8` ' CIAL
cres fie. c' } � so' COPY
erald A. .`d,& Co., M .. Clvll
F ri meats. ICIAL
Yarmouth. .",gwhich a��jj��,,p1ylan is duly
NOT
re carded Aasnuablu A Re Istr uPl t in Plant'AN AN
Rook 173, Pa
OFF OFFICIAL OFFICIAL OFFICIAL
CL1$Yrving lu thd42YIor a right CK)RYand the CgPY
right -o grant casements and Install water, electricity and gas
on on muchNOTW promiseaWMay by implitNOM of law Ile N6T
within the linlbNuf the slruetahNl ways of the " plan. AN
OFFICIAL OFFICIAL OFFICIAL OFFICIAL
Copyltle, referCrropr l made to aLdCjFqrom Long COPY
t•und ,\crea Eatates, Inc. to D. J. Spero b Sun, Inc, dated
October 6, and duly red In the ➢arle County NOT
It, stry of A` a. AN AN AN
OFFCg`J,At Trt ss� �ha .a4N,f Ro�FCOPY
SON. INC. sad its co seal to be a affixed COPY
and those p{n•,aeMe to be sign�Q cknowledgec,} $dellve red '
in lta name A lehalf by MAfi'OA�1r SPERO, ftl�'EREASURER,NQT
hurutc,dul awWrlsod, this ,,AACt( da of )h 4A �f 1976• AN
OFFICIAL OFFICIAL OFFICIAL OFFICIAL
COPY C4PX SPERO&(30B.YiNC. COPY
n 's
➢v %�7 f'ILAn . �%fLC .
MARYey ar
COMMONWEALTH OF MASSACHUSETTS '
t
Middlesex, as. /t+/I,rr f/ /t 1976
i
Than pursonally appeared before me the above
numod MARYANN SPERO, Treasurer, as aforesaid, and
acknowludged the foregoing instrument to be the free act and I
dead of D. J. SPERO. INC. this /I V day of 1114Ac tY 1976. i
' 1
No��
My commission oxpirea AA/cN'S?f/
RECORDED i
APRIL 5, 1976 {
j
0 y TOWN OF YARMOUTH
,, BUILDING DEPARTMENT
1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261
�3 LOT INQUIRY YF ORM (used for zoning purposes only)
Assessors' Map No. /_S�7 Lot No. Street Address �r [�ynG
LOT ZI UN S015a1V4S1oiJ # 570
Endorsement Date of Subdivision Plan and Type(if applicable)V Q7/G a rc e�c ,cl
Total Land Area(sq.R.) Ut) Frontage /03
Name of Current Owners 1W. eu//y A T sT< ddOa7.. .�v ✓t 94 &J& / nTelephone No�/-7 W/ yO&J
Inquirer's Name(if different from owner) -I r�An�,v r-r-.9 v
Telephone Na__S!a Li S-7•�a s-
Inquirer's Mailing Address P U. A6,t lOc/.?
Building Intent Adjoining Lot Numbers o?C, aay SNP 6,f 7/1
By signing this application I assert my understanding that the purpose of this inquiry is to determine whether the aforementionec
lot(s)qualifies for protection afforded certain he re-undeveloped land and that to the best of my knowledge this lot(s)has
never previously been built upon.
Signature of Applicant— Date of Inquiry
DECISION(for office use only)
Does not conform to the applicable provisions of M.G.1: Chapter 40A,Section 6,Definitive Plan Exemption
and/or the applicable zoning bylaw,as per the information provided on this date.
Reason:
y Conforms to the applicable provisions of M.G.L.Chapter 40A,Section 6, r Section 104.3.4,Para S of the
zoning bylaw, m
yllaw,as per the information provided on this date. Comments: eiz ,tz.y.e,P
Protected pursuant to the applicable provisions of M.G.I..Chapter 40A,Section 6,Definitive Plan Exemption.
Application is incomplete. Comments:
Adequate road access must be present. A determination of adequate access shall be made by the
/ Planning Board pursuant to M.G.L.Chapter 41 prior to the issuance of a building permiL(if applicable.)
Shall satisfy Title V requirements.(See Health Dept.)
f Shall satisfy Conservation regulations,if applicable.
Shall satisfy the Ol {ings Highway Regional Historic District Commission(f applicable)
Investigator's Signature ._
Rev. 8/02
Vi;.on Government Solutions Page 1 of 3
8 CRUISER LN
Location 8 CRUISER LN Mblu 23/89///
Acct# 1813 Owner SPERO MARYANNE
Assessment $161,400 PID 1813
Building Count 1
Current Value
Assessment
Valuation Year Improvements Land Total
2017 $0 $161,400 1 $161,400
Owner of Record
Owner SPERO MARYANNE Sale Price $0
C/O D&M REALTY TRUST Certificate
Address 22 TOMAHAWK ROAD Book&Page 7021/352
ARLINGTON, MA 02174-1611 Sale Date 01/12/1990
Instrument
Ownership History
Ownership History
Owner Sale Price Certificate Book&Page Instrument Sale Date
SPERO MARYANNE $0 7021/352 Ol/12/1990 -
SPERO DAVID I TRS - + $0
Building Information
Building 1 :Section 1
Year Built: Building Photo
Living Area: 0
Replacement Cost: $0
Building Percent
Good:
Replacement Cost
Less Depreciation: $0
Building Attributes
Field Description
Style Vacant Land
Model
Grade:
Stories:
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Vision Goverment Solutions Page al of 3 1
Occupancy �•, ,s }.- y, man. w...✓e,,.• ,y. '.` y.Exterior Wall Wall ( iTa
r
Exterior Wall 2 041
Roof Structure: ' c
Roof Cover -
�In[eriorWalll i
i
Interior Wall2
Interior Fir l -
yr MA
Interior Fir 2
Heat Fuel
(http://images.vgsi.com/photos2/YarmouthMAPhotos//default.jpl
(Heat Type: i
-' Building Layout
AC Type:
Total Bedrooms: Building Lam
Total Bthvns: j Building Sub-Areas(sq ft) Legend
i Total Half Baths: .
Total Xtra Fixtrs: No Data for Building Sub-Areas
Total Rooms:
Bath style:
Kitchen Style: I i
Extra Features
Extra Features Legend
No Data for Extra Features
Land
Land Use Land Line Valuation
Use Code 1300 Size(Acres) 0.24
Description RES ACLNDV MDL-00 Frontage 0
Zone Depth 0
Neighborhood 0060 Assessed Value $161,400
Alt Land Appr No
Category
Outbuildings
Outbuildings Legend
No Data for Outbuildings
Valuation History
Assessment -
Valuation Year Improvements Land Total
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Vision Government Solutions Page 3 of 3
2017 ;0 $161,400 $161,4001
12016 $0 $161,400I $161,400
2015 so! $161,400I $161,400
(c)2016 V sion Govemment Solubons,Inc.All rghts msemed.
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{
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2 CRUISER LN
Location 2 CRUISER LN _ Mblu 23/88///
Acct# 1812 Owner HARROP PAUL E
Assessment $282,300 PID 1812
Building Count 1
Current Value
Assessment
Valuation Year Improvements Land Total
2017 $120,300 $162,000 $282,300
Owner of Record
Owner HARROP PAUL E Sale Price $100
Address 2 CRUISER LN Certificate
WEST YARMOUTH,MA 02673 Book&Page 19121/207
Sale Date 10/08/2004
Instrument 13
Ownership History _
Ownership History
Owner Safe Price Certificate Book&Page Instrument Sale Date
HARROP PAUL E $300 19121/207 D 1 30/08/2004
* HARROP PAUL E ' $0 8474/33 03/09/1993
Building Information
Building 1 .Section 1
Year Built: 1950 Building Photo
Living Area: 1,170
Replacement Cost: $176,932
Building Percent 68
Good:
Replacement Cost
Less Depreciation: $120,300
Building Attributes
Field Description
Style !Cape Cod
Model I Residential
Grade: (Average
Stones: 11 1/2 Stones
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/ . )
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yy
Exterior Wall I !Wood Shinglefft:`
Exterior Wall
[Roof Structure: Gable/Hip
r EN�
1 Roof Cover Asph/F GIs/Cmp -
Interior Wall 1 Drywall/Sheet
Interior Wall 2
Interior Fir f Hardwood
1 Interior Fir 2 Quarry Tile
f Heat Fuel Gas htt g� , �
( p://images.vgsi.com/pho[os2/yannouthMAPhotos//\00\03
Heat Type: (Hot Water \00/54.jpg)
i y
AC Type: iNone Building Layout
Total Bedrooms: 3 Bedrooms
Total Bthnns: !1
Total Half Baths: 0
I
Total Xtra Fixtrs:
13
Total Rooms: i
s .
BM b 0R
Bath Style: Average
Kitchen Style: Modem I `'
Building Sub-Areas(sq ft) fLgggl! ,
Code Description Gross Living
Area Area
BAS First Floor 780 780
FHS Half Story,Finished 780 390
FEP Porch,Enclosed,Finished 144 0
UBM Basement,Unfinished , 468 0
UGR Garage Under 312 0
WDK Decry Wood 120 0
2,604 1,170
Extra Features
Extra Features Leciend
No Data for Extra Features
Land
Land Use Land Line Valuation
Use Code 1010 Size(Acres) 0.26
Description SINGLE FAM MDL-01 Frontage 0
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Zone Depth 0
Neighborhood 0060 Assessed Value $162,000
Alt land Appr No
Category
Outbuildings
Outbuildings Legend
No Data for Outbuildings
Valuation History
Assessment
Valuation Year Improvements Land Total
2017 $120,300 $162,0001 $282,300
2016 ( $120,300 $162,000 $282,300
2015 $113,000 $162,000 $275,000
(c)2016 Vision Government Solutions,Inc.All rights reserved.
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12 CRUISER LN
Location 12 CRUISER LN Mblu 23/90///
Acct# 1814 Owner KEMMITT JANICE TRS
Assessment $261,500 PID 1814
Building Count -1
Current Value
Assessment
valuation Year Improvements Land Total
2017 $100,100 $161,400 $261,500
Owner of Record
Owner KEMMITT JANICE TRS Sale Price $100
COURAGE CAROL K TRS Certificate
Address 12 CRUISER LANE Book&Page 24912/288
WEST YARMOUTH,MA 02673 Sale Date 10/15/2010
Instrument IF
Ownership History
nership History
Owner Safe Price Certificate Book&Page Instrument Sale Date
KEMMI7T JANICE TRS j $ 0; 24912/288 IF 10/15/2010
KEMMITT JANICE TRS 100 249121 287 IF 10/15/201D
FRANKS RI[A K(LIFE EST) $100 j 22333/50 1F 09/13/2007
FRANKS ALBERT P I $Oi 1306/932 :A7/28/196
FRANKS ALBERT P $(C
Building Information
Building 1 :Section 1 -
Year Built: 1965 Building Photo
Living Area: 864
Replacement Cost: $140,562
Building Percent 70
Good:
Replacement Cost
Less Depreciation: $98,400
Building Attributes
Field Description
Style Ranch
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Vision Government Solutions PaA2 ofo
Model Residential
Grade: 'Average
Stories: 1 Story
Occupancy
v
Exterior Wall 1 j Vinyl Siding
(Exterior Wall
i
Roof Structure: Gable/Hip ( -
Roof Cover i Asph/F GIs/Cmp
s s m
Interior Wall 1 I Drywall/Sheet �.
Interior Wall 2 Plywood Panel (http://images.vgsi.com/photos2/YarmouthMAPhotos//\00\03
Interior Fir 1 I Hardwood ! \00/53.)pg)
Interior Fir 2 I Carpet Building Layout
rHeat Fuel Gas
Heat Type: j Hot Water
AC Type: None
Total Bedrooms: i 3 Bedrooms is-
Total Bthrms:
t
Total Half Baths: 10 '
i
Total xtra Fixtrs:
(Total Rooms: i
>1
Bath Style: (Average ;
Kitchen Style: I Modem i
Building Sub-Areas(sq ft) Legend
Code Description Gross Living
Area Area
BAS I First Floor 864 864
FEP (Porch,Enclosed,Finished 144 0
FGR Garage I 336 0
1,344 .864 -
Extra Features
Extra Features Legend
Code Description Size Value Bldg#
FPL1 - FIREPLACE 1 ST 1 UNITS $1,500 1
Land
Land Use Land Line Valuation
Use Code 1010 Size(Acres) 0.24
Description SINGLE FAM MDL-01 Frontage 0
Zone Depth 0 _
Neighborhood 0060 - Assessed Value $161,400
Alt Land Appr No
Category -
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Government Solutions Page 3 of 3
Outbuildings
Outbuildings - Le end
_Code Description Sub Code Sub Description size Value Bldg 8
SHDl SHED FRAME 96 S.F. $200 1
Valuation History
Assessment
Valuation Year Improvements Land Total
2017 $100,1001 $161,4001 $261,500
2016 $100,100 $161,400 j $261,500
2015 - $88,700 $161,400j $250,100
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Vision Govemment Solutions Pagel of 3
25 &27 MERRYMOUNT RD
Location 25&27 MERRYMOUNT RD Mblu 23/86///
Acct# 1801 Owner ROBERTS SANDRA B TR
Assessment $267,600 PID 1801
Building Count 1
Current Value
Assessment
Valuation Year Improvements Land Total
2017 $106,2001 $161,400 $267,600
Owner of Record
Owner ROBERTS SANDRA B TR Sale Price $10D
SANDRA B ROBERTS BARNSTABLE REALTY TRUST Certificate
Address 52 KENILWORTH RD Book&Page D988888
WELLESLEY,MA 02482 Sale Date 12/17/2004
Instrument IF
Ownership History
Ownership History
Owner Sale ce Certificate Book&Page Instrument Sale Date -
ROBERTS SANDRA 8 TR $100 D988888 1F 12/17/2004
ROBERTS SANDRA L $0 D933459 1F 08/05/2003
BROWN CHRIS71NE P - $0
Building Information
Building 1 :Section 1
Year Built: 1960 Building Photo
Living Area: 1,380
Replacement Cost: $147,338
Building Percent 70
Good:
Replacement Cost
Less Depreciation: $103,100 _
Building Attributes
Field Description
Style Duplex
Model Residential
Grade: f Average
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Vision Government Solutions Pagc 2 of 3.
Stories: 1 Story IF_ 1 , _ t
t: �xt2
!Occupancy 12 � `V 10 'A. y
d �
Exterior Wall 1 I Wood Shingle
a i- Exterior Wall 2
-Roof Structure: (Gable/Hip I I✓• � # 7�.
Fa
s Roof Cover Asph/F Gls/Cmp
.Interior Wall I I Drywall/Sheet
.Interior Wall 2
i
Interior Fir 1 Carpet
!Interior Fir i
(http://images.vgsi.com/photos2/Ya"outhMAPhotos//\00\03
Heat Fuel Gas \00/44.jpg)
Heat Type: I Hot Water i Building Layout
j AC Type: INone
Total Bedrooms: 13 Bedrooms j
Total Bthms: 2
!Total Half Baths: i0 ,= J BM
�Total X[ra Fix[rs: :; � !-,2
!Total Rooms: -
38
Bath Style: Average _
Kitchen Style: Modem
Building Sub-Areas(sq ft) Legend
Code Description Gross Living
Area Area
BAS First Floor 1,380 1,380
FOP Porch,Open,Finished 108 0
UBM Basement,Unfinished 912 0
I 2,400 1,380
Extra Features -
Extra Features Legend
Code Description Slze Value Bldg#
FPLI FIREPLACE 1 ST 2 UNITS $3,100 1
EOS End Outs Shwr { I UNITS $0 1
Land
Land Use Land Line Valuation
Use Code 1040 Size(Acres) 0.24
Description TWO FAMILY - Frontage 0
- Zone Depth 0
Neighborhood 0060 Assessed Value $161,400
Aft Land Appr No
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Vision Goverment Solutions Page 3 of 3
Category
Outbuildings
Outbuildings Leaend
No Data for Outbuildings
Valuation History
Assessment - -
Valuation Year Improvements Land Total
2017 $106,200 $161,400 1 $267,600
2016 $106,200 $161,400 $267,600
2015 $106,200 $161,4001 $267,600
(c)2016 Vision Goverment solutions,Inc.All rights reserved.
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ACCT# 023. 86 MAP 018 LOT K6A � �• ��� � `�/ a�
,LUC 00025 MERRYMOUNT RD (& 27) aw Pi 7f
&OE DOC. CERT. DROBAT8
37637
c• g
PRAM
' ..��r - ." � " �—{}t^` �• e tp ,rye-.� � p�
is1.
�� !t Na• v ..... �_
YACHTri
tj
Mp HEAP -�
. LANE
- L1' W/S 23AY ESTATES
OYf 5T) YA PA i% UT/-/. MA 55.
(ON6 yOND AC<!J �JTit TIJ�INC
(LA.y AWd/78-;jIx-9 _. .Al
Date Mftber 2#- 963
C ?PIFTE-RELEASE W-PIMINING ROAD -
Plan No. 1W
Reference is herein made to an agreement and covenant betwe
the Planning Board in and for the Town of Yarmouth and
Lang Paad Acrw-Estates Inc. of Yarmouth, Massachusetts,
su 'vi era o an in arnouth , located Oa tDe
nartheatterly 61" -OT 524varlmLane
as shown on a sub vision p n entitled I
dated Sept mbery 39U and recorded in the Registry oT -Deeds.
The Planning Poard hereby releases all conditions of approval
imposed by the bove_agreegent and covenant on lots t I
throughi7 end16._t2�i'oughz4_
Barnstable Plan Book No. 73 Page No. ✓�
as registered with the Barnstable kiefastry of Deeds. I
Robert Y. Crane.Vr.
Chairman, Planning Doard
COTTONI VEALTI; OF MASSACHUSETTS
BARNSTABLE, SS: Date October 2� 1963
Then personally appeared the above mentioned Robert F. Crane, Jr.
Chairman of the Planning Board and aclknowledged the forego g
instrument to be his free act and �!—*,u]-as Chairman of the oard
above mentioned.
1otary Wub-lli�
My CowLssion M pire : &441f&I eZLeLf'
U
TOWN OF TUMOUTH
PLANIUNG BOARD
YAMIOUTH, FASSACHUSETTS
COVENANT
The undersigned Long Pond Acres Estates, Inc.
of South Yarmouth (Barnstable), County, Fassachusetts,
hereinafter called the "Covenantor", having submitted to the
Planning Board of the Town of Yarmouth, a definitive plan of a
subdivision entitled Lewis Bay Estates
dated September 1962 made by G. A. Mercer do s
hereby covenant and agree with said Planning Board and the suc-
cessors in office of said Board pursuant to G. L. (Ter. Ed.)I
Chapter $7., Section 81 U as amended, that: I
1. The Covenantor is the owner of record of the premiseso
20 This covenant shall run with the land and be bindinlg
upon the covenantor and the executor, administrators, heirsland
assigns of the covenanter and their successors in title to the
premises shown on said plan.
3. The construction of trays and the installation of munici-
pal services shall be provided to serve any lot in accordance
with the rules and regulations of said Board as modified and
amended by the agreement rade by the covenantor dated
before such lot may be built upon or conveyed, other than b�
mortgage deed provided that a mortgagee who acquires title P the
mortgaged premises by foreclosure or otherwise and any succeeding
comer of the mortgaged premises or part thereof may sell any such
lot, subject to that portion of this covenant i&ieh provides that
no lot shall be built upon until such ways and services have been
provided to serve such lot.it.
33 A
Nothing herein shall be deemed to prohibit a cony:F a
by a single deed subject to this covenant, of either the entire
parcel of land shown on said subdivision plan or of all lofts not
previously released by the Planning Doardo
No building permits are to be applied for on lots 6,
132 14, 15, 18, 19, 20, 6� 22, 23 and 24 until the Yarmo nth
Board of Health requirements are complied with
Page - 2
5. This covenant shall take effect upon the approval of
said plan by the Planning Board.
6. Reference to this covenant shall be entered upon said
plan and this covenant shall be recorded when said plan is re-
corded.
The undersigned wife, husband
of the covenantor hereby agrees that such interest as I may have
in said premises shall be subject to the provisions of this cov-
enant and insofar as is necessary I, we, release all rights of
tenancy by the curtesy, dower, homestead and other interest
therein.
Witness our hands and seals this lstday of November lg 62
LonrPond Acres Estates _Inc.
Rv --- ,Treasurer
CMICUVIEUTH OF MASSACHUSIM"PS
BARNSTABLE, SS. Danz Nov. 1st, 1962 ,
Then personally appeared the above named Inc.
John F. Martin
by i�Treasttrer , and acknowtedged the foregoing instrument to be
his free act and deed, before me.
My Commission Expires: - log
CU
i
Sears, Tim
From: Sears,Tim
Sent: Wednesday, November 25,2020 1:27 PM
To: 'curran121 @comcast.net'
Cc: Brandolini,Jim
Subject: 8 Cruiser Ln
Philip,
I have reviewed your application for new construction,and the lot inquiry form that was submitted i over 3 years old.
We are going to need a new lot inquiry form submitted for review.
Thank you
Timothy Sears CBO
Building Inspector
Town of Yarmouth
508-398-2231 Ext.1259
ma i Ito:tsea rsPya rmouth.ma.us
1
YARMOUTH WATER DIVISION
99 BUCK ISLAND ROAD
WEST YARMOUTH, MA 02673
PH.: 508.771.7921
FAX: 508-771-7998
BUILDING PERMIT APPLICATION
DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET
Bldg. Site Location — S C— C6ieQ L6 Map #: Lot #: V
Proposed Improvement:
Applicant: P�dl� rN�IZ�n
1
Address Tel. #: ZJ11rDate Filed: �71 f�-, t
RESIDENTIAL AND / OR COMMERCIAL BUILDING
Water Department: Determines Compliance of Water Availability and or Existing Location
Engineering Department: Determines Compliance for Parking and Drainage
Conservation Commission: Determines Compliance to Wetlands Acts;i.e. If Lot(s) Border any Type or
Wends, Streams, Pds, Rivers, ocean, gs, Says,Health Department: Determines Compliance to State and Town BRegu ationsMae.,hland Requirements
for Septage Disposal and other Public Health Activities
Fire Department: Determines Compliance to State and Town Requirements for Personal,
Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc ..
Signature of applicant
Date
PLEASE NOTE:
COMMENTS:
QV.y� TOWN OF YARMOUTH
' 0 WATER DEPARTMENT
O y 99 Buck Island Road
West Yarmouth, MA 02673
Telephoner (508) 771-7921 • Fax: (508) 771-7998
Letter of Water Availability
Date of Issue:
5/20/2020
1. Single Family Dwelling 4. Commercial / Industrial
2. Duplex Family Dwelling S. Other (Specify)
3. Condominium Dwelling
Reference; Massachusetts General Laws Chapter 40, Section 54
To: Town of Yarmouth Building Inspector
Please be advised that the Town of Yarmouth public water supply is available to service lot/
Parcel (s) 8; Street: CRUISER LANE
As shown of Assessors sheet/ map
Issuance of this Letter of Availability is subject to the following provisions/ restrictions:
(1) The property owner agrees to comply with all federal State, and Local Laws, Rules
and Regulations as they pertain to the use of the public water supply.
(2) The Yarmouth Water Department shall have exclusive rights as to the size, number,
type and location of all water service lines, fire service lines or appurtenant items
connected to the water distribution system.
(3) The Yarmouth Water Department reserves the right to require, at the property
owner's expense, the installation of water mains and appurtenant items to meet
water demands requisites within any structure relevant to this Letter of Availability.
(4) This Letter of Availability will expire 180 days from the date of issue
I have read and understand the provisions/ restrictions of this Letter of Water Availability.
Owner(si n)
Yarmouth Water Department
OF-Y`9+ .
Town of Yarmouth
to '
4N EEs7x Conservation Commission
«.•• . Building Permit Sign-off Application
TO BE FILLED OUT BY APPLICANT:Building Site Location: ?I [ 6�Us �e4 &4. j �, V. t h—
Alap # 27 Lot(s) # 0
PropertvOx•ner: I oC<ute_ CUYf1cwk
Applicant: Wfl rp C
Applicant Address: �Q w 3 1 JeC k Pt 1
Telephone: �'� / !—? �� Date Filed:. 12, C)
Email:
Proposed Project Description:
Plans: PTposw Sepfi1C / -a19Y1 8 CJ'ulf'L la�-2• 3� 7�0��9
TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR:
Do You Have A Valid Permit From The Conservation Commission For The Proposed
Project? Yes
Comments front Conservation rnesstor .
Approved Conditionally Approved Rejected
All work related debris shall betaken 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
Refer to: SE83- 7i187 or DOA permit
Conservation Coninussion Sign-off Signature: O% &-a
Date: A /Z-6/2OLO
TOWN OF YARMOUTH
A ° HEALTH DEPARTMENT
�`' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET
To he completed by Applicant:
Building Site Location: % �I� LykI•� eS �"r aU " `
Proposed Improvement: 66 'r� I�� 1 1nP�t J bUs e�
Applicant: l I CAWMA Tel. No.5V 9/?7,rZJ'
Address: O r 6 f4 e Date Filed:
'•If you would like e-mail notification ofsign off;please provide e-mail address:
Owner Name: 0 'Gltiv�e �Nl
Owner Address: 9 1�cj �tx5 VK [j l� 0Ylato U� wner Tel. No.: &W?_��-S�
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 submit three (3) copies of plans, to include:
(I.) Site Plan showing existing buildings, water line location,
and septic system location;
(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.
_............
REVIEWED BY: ! I/1 1VV DATE: JD 2'� �zo
PLEASE NOTE
COMMENTS/CONDITIQNS:
G�.bt7Y1�/CFI
A� CERTIFICATE OF LIABILITY INSURANCE �";/,�820""
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the po0cy(fes)must be endorsed. It SUBROGATION IS WANED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statementon this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER 00790.001 AIAc Branch 790-1
Frank L Horgan Insurance Agency Inc , !{�0, (2500)778-3030 -�. (50a)775-6660
P 0 Box 260
Hyannis,MA02601
INSUBLE(El AFFORDING COVERAGE RAIG*
A.I.M.Mutual Insurance Company 33758
INSURED INSURER 8
PHIL CURRAN
INSURER C,
P 0 BOX 3 INSURER 6
MAST DIDnRS, MR 02670
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTIMTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TR TYPE OF INSURANCE ' U blj� POLICY NUMBER LIMITS
OENERAL LIABILITY EACH OCCURRENCE S
COMMERCIAL G04MUL LIABILITY DAMAGETOREITTEDPREMISES Me=�) s
CLNMSMADE OCCUR - MEI EIIP W1« Ww) $
PERSONAL aADVff4JURY f
GENERAL AGGREGATE S
ENLAGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG s
�Cucy 0 FIOC
AUTOMOBILE LIABILITY r.5 Niayos I NOLE U MITa
ANYAUTO BODLYNJURY(Pwp�) f
ALL O SCHEDULED
AUUTOSS AUTOS 8ODLYNJURY(1PeraeadWQ f
HIREDAUTOS NON-OWNED a
AUTOS Per socidwdl
I N $
UISSRELLA LIAO oca1R EACH OCCURRENCE S
EXCESS LABCLAMS MADE AGGREGATE a
DED RETENTION S a
119
YYllMMXA I • NIA AWC-400.70393TO-2020A 1181R020 1122021 ELEAOFIACDDFNT s 00 00.00
(Mndddal�wy�IIneMH) ELDISFASE.EA EMPLOYEE f 100.000.00
RiPTIIXJ OF OPERATIONS babw I EL DISEASE-POLICY UMR S 500,000.00
DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(AMWh ACORD 101,Addablla RSmuks SchoduK xm m spac01010quirem
The workers compensation policy does not provide coverage for PHIL CURRAN
CERTIFICATE HOLDER CANCELLATION
TOWN OF YARMOUTH
1146 ROUTE 20 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
SOUTH YARMOUTH,MA 02694 THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PRO`ASIONs.
AUTHORHED REPRESENTATIVE
ACORD 26(2010106) O 0 rights rase
The ACORD name and logo are registered marks of ACORD
®Bolse Cascade 1131� Double 1-3/4" x 9-112" VERSA-LAM® LVL 2.1E 3100 SP PassEn
FB01 (Floor Beam)
BC CALC®Member Report Dry 11 span I No cant. June 22,2020 10:32:47
Build 7555
Job name: 8 Cruiser Lane File name: Curran-8 Cruiser Lane
Address: 8 Cruiser Lane Description:
City, State,Zip: West Yarmouth, MA,02673 Specifier:
Customer. Curran Designer. Kevin Lonkart
Code reports: ESR-1040 Company: Mid Cape Home Centers
z
t
e
I.
09asoo
B1 B2
Total Horizontal Product Length=10-01-00
Reaction Summary (Down/Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1,3-1/2- 1311 /0 168710 1966/0
B2,3-1/2" 1311 /0 1687/0 1966/0
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 10-01-00 Top 10 00-00-00
1 Roof Load Unf.Area(lb/ft') L 00-00-00 10-01-00 Top 15 30 13-00-00
2 Ceiling Load Unf.Area(lb/ft2) L 00-00-00 10-01-00 Top 20 10 13-00-00
Controls Summary value %Allowable Duration case Location
Pos. Moment 9520 ft-Ibs 59.3% 115% 3 05-00-08
End Shear 3254 Ibs 44.8% 115% 3 01-01-00
Total Lead Deflection L/346(0.334") 69.3% n\a 3 05-00-08
Live Load Deflection L/584(0.198") 61.7% n\a 6 05-00-08
Max Defl. 0.334" 33.4% nka 3 05-00-08
Span/Depth 12.2
SU %Allow %Allow
Bearing
pports Dim.(Lxw) Value Support Member Material
B1 Column 3-1/2"x 3-1/2" 4145lbs Me 45.1% Unspecified
B2 Column 3-1/2"x 3-1/2" 4145 Ibs Ma 45.1% , 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.
Calculations assume member is fully braced.
BC CALC®analysis is based on IBC 2009.
Design based on Dry Service Condition.
Connection Diagram: Full Length of Member
u
a
•
e
Page 1 of 2
i
®Bolsecasaade Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED
FB01 (Floor Beam)
BC CALC®Member Report Dry I 1 span I No cant, June 22,202010:32:47
Build 7555
Job name: 8 Cruiser Lane Fite name: Curran-8 Cruiser Lane
Address: 8 Cruiser Lane Description:
City,State,Zip: West Yarmouth,MA,02673 Specifier:
Customer. Curran Designer. Kevin Lonkart
Code reports: ESR-1040 Company: Mid Cape Home Centers
Connection Diagram: Full Length of Member
a minimum=2" c=5-1/2"
b minimum=4" d= 12"
e minimum= 1"
All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.
Connectors are: FMFL312
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®,AJSw.
ALLJOISTO.BC RIM BOARD-.BCI®,
BOISE GLULAMTM,BC FloorValue®,
VERSA-LAMS.VERSA-RIM PLUS®,
Page 2 of 2
I I
OF eYR�4 i
�$ - C" TOWN OF YARMOUTH
1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4151
MATTA M $1
Telephone(508) 398-2231,Est. 1250—Fax(508) 760-4830
Engineering and Surveying Division Building Permit Review
Residential and /or Commercial Buildings
Name of Applicant: __ ron/ya—
Telephone or Email Address:
Proposed Building Location: l F
Date Submitted: s�zt121b
Requirements for review:
Please submit one(1) copy of plans. to include:
1. For Residential: Site Plan showing proposed and'or existing buildings.
proposed contours xvith bench mark, water service location, and septic system
location.
For Commercial: Site Plan showing details required by the Zoning By-lake and
revisions required by Site Plan review, if any.
Note: Site plans must be signed and stamped by a Licensed Professional Land
Surveyor and Engineer or Sanitarian.
2.: House or Buildine - Floor Plan(s) and Elevation Plants)
One(1) copy of application.
Reviewed By: Date:
PLEASE NOTE
Comments/Conditions: I(W= M w 'r n '
% `
PmfeC on RecytleC Pacer
CAPE COD H.U.S. RATERS .
z r f � ...g
t, Cape"Cod HERS Raters
PO Box iolo
¢ South Yarmouth,MA 02664
(508) 737 - 8011
BBtIDIIIC PEBEBBMNICETEtT166 6 BBAll4E�
Code Verification: The following home plans, as proposed, for 8 Cruiser Lane in
Yarmouth, MA meets the necessary HERS Index Score rating needed to comply with the
2015 IECC energy code requirements with MA amendments
PROPERTY/BUILDER INFORMATION
Date: May 7,2020
Building Name: 8CruiserLaneWYarmouth Rating Org.: Cape Cod HERS Raters
Owner's Name: Phone No.: 508-737-8011
Property 8 Cruiser Lane Rater's Name: Chris Picariello
Address: West Yarmouth, MA 02673 Rater's No.: 6397177
Builder's Name: Phil Curran
Builder Address: PO Box 3 Rating Type: Projected Rating
West Dennis, MA 02670 Rating Date: 5/7/2020
Weather Site: Barnstable,MA
File Name: ; 8CruiserLnWYarmouth.REM.big - -
GENERAL BUILDING INFORMATION
Conditioned Floor Area (sq ft): 2016+/• Housing Type: Single family, detached
Conditioned Volume (cubic ft): 15500 Foundation Type: Unconditioned Basement
Insulated Shell Area (sq ft): 3936 HERS Index: 55"*"+
Number of Bedrooms: 4
'BUILDING SHELL
Ceiling w/Attic: R49 Blown, U=0.020 Window Type: 0.30/0.28
Vaulted Ceiling: N/A(Option R-42 min.) Window U-Value: 0.30, 0.29, 0.28
Above Grade Walls: R21 FG2, 6-16, U=0.064 Window SHGC: 0.28, 0.26,0.25
Foundation Walls(Cond): None Infiltration: HTG: < 3.0 ACH50 CLG: < 3.0 ACH50
Foundation Wall (Uncond): Uninsulated Duct Leakage: <4 CFM/100sq ft of Cond. Floor Area
Frame Floors: R30, FG, 12-16, U=0.033 Total Duct
Slab Floors: None Leakage Limit: < 90.64 CFM25
MECHANICAL SYSTEMS "
Heating: Fuel-fired, Air Distribution System, 96%AFUE
Cooling: Air Conditioner(electric), 14.0 SEER Min., 2.5 Ton
Water Heating: Conventional Water Heater; 0.85 EF Min., 50.0 Gal
Programmable Thermostat: Heat:Y Cool: Y
Note: Where feature level varies in home design, the dominant value Is shown
All components must be field verified Et tested prior to certifying a final rating for occupancy.
Please contact us with any questions or to schedule your inspection.
Prepared By: Chris Picariello
Certified HERS Rater
Cape Cod HERS Raters
CAPE COD H.
E.R.S. RATERS t
r 4 : _
Cape Cod HERS atcrs-' : 11
..
{{ PO Box ioio
South Yarmouth,MA 02664
J.' (508) 737 - 8011
B1tlDINC PENE�iMIANCETE3TiN6 8�NN11'EtE
Code Verification: The following home plans, as proposed, for 8 Cruiser Lane in
Yarmouth, MA meets the necessary HERS Index Score rating needed to comply with the
2015 IECC energy code requirements with MA amendments
PROPERTY/BUILDER INFORMATION -_
Date: May 7, 2020
Building Name: 8CruiserLaneWYarmouth Rating Org.: Cape Cod HERS Raters
Owner's Name: Phone No.: 508.737-8011
Property 8 Cruiser Lane Rater's Name: Chris Picariello
Address: West Yarmouth,MA 02673 Rater's No.: 6397177
Builder's Name: Phil Curran
Builder Address: PO Box 3 Rating Type: Projected Rating
West Dennis, MA 02670 Rating Date: 5/7/2020
Weather Site: Barnstable,MA
File Name: 8CruiserLnWYarmouth.REM.big
GENERAL BUILDING INFORMATIONS _
Conditioned Floor Area (sq ft): 2016+/- Housing Type: Single family, detached
Conditioned Volume (cubic ft): 15500 Foundation Type: Unconditioned Basement
Insulated Shell Area (sq ft): 3936 HERS Index: 55""'+
Number of Bedrooms: 4
BUILDING SHELL
Ceiling w/Attic R49 Blown, U=0.020 Window Type: 0.30/0.28
Vaulted Ceiling: N/A(Option R-42 min.) Window U-Value: 0.30, 0.29, 0.28
Above Grade Walls: R21 FG2, 6-16, U=0.064 Window SHGC: 0.28, 0.26,0.25
Foundation Walls(Cond): None Infiltration: HTG: < 3.0 ACH50 CLG: < 3.0 ACH50
Foundation Wall(Uncond): Uninsulated Duct Leakage: < 4 CFM/100sq ft of Cond. Floor Area
Frame Floors: R30, FG, 12.16, U-0.033 Total Duct
Slab Floors: None Leakage Limit: <80.64 CFM25
MECHANICAL SYSTEMS,..
Heating: Fuel-fired,Air Distribution System, 96%AFUE
Cooling: Air Conditioner(electric), 14.0 SEER Min., 2.5 Ton
Water Heating: Conventional Water Heater; 0.85 EF Min., 50.0 Gal
Programmable Thermostat: Heat: Y Cool: Y
Note: Where feature level varies in home design, the dominant value is shown
All components must be field verified 8:tested prior to certifying a final rating for occupancy.
Please contact us with any questions or to schedule your inspection.
Prepared By: Chris Picariello
Certified HERS Rater
Cape Cod HERS Raters
CAPS COD H.B.R.S.RATERS � 1 : �
`Cape Cod HERS Raters
? PO Box toia
South Yarmouth, MA 02664
(508) 737 - 8011
IOILOIIIC PEEEBIMMU TEii1MI&AMB M3
Code Verification: The following home plans, as proposed, for 8 Cruiser Lane in
Yarmouth, MA meets the necessary HERS Index Score rating needed to comply with the
2015 IECC energy code requirements with MA amendments
PROPERTY/BUILDER INFORMATION -
Date: May 7, 2020
Building Name: SCruiserLaneWYarmouth Rating Org.: Cape Cod HERS Raters
Owner's Name: Phone No.: 508-737-8011
Property 8 Cruiser Lane Rater's Name: Chris Picariello
Address: West Yarmouth, MA 02673 Rater's No.: 6397177
Builder's Name: Phil Curran
Builder Address: PO Box 3 Rating Type: Projected Rating
West Dennis,MA 02670 Rating Date: 5/7/2020
Weather Site: Barnstable, MA
File Name: 8CruiserLnWYarmouth.REM.bIg
GENERAL BUILDING INFORMATION -
Conditioned Floor Area (sq ft): 2016+/- Housing Type: Single family, detached
Conditioned Volume (cubic ft): 15500 Foundation Type: Unconditioned Basement
Insulated Shell Area (sq ft): 3936 HERS Index: 55""•+
Number of Bedrooms: 4
BUILDING SHELL-
Ceiling w/Attic R49 Blown, U=0.020 Window Type: 0.30/0.28
Vaulted Ceiling: N/A(Option R-42 min.) Window U-Value: 0.30, 0.29,0.28
Above Grade Walls: R21 FG2, 6.16, U=0.064 Window SHGC: 0.28, 0.26,0.25
Foundation Walls(Cond): None Infiltration: HTG: < 3.0 ACH50 CLG: < 3.0 ACH50
Foundation Wall (Uncond): Uninsulated Duct Leakage: <4 CFM/100sq ft of Cond. Floor Area
Frame Floors: R30, FG, 12-16, U=0.033 Total Duct
Slab Floors: None Leakage Limit: < 80.64 CFM25
MECHANICAL SYSTEMS
Heating: Fuel-fired,Air Distribution System, 96%AFUE
Cooling: Air Conditioner(electric), 14.0 SEER Min.,2.5 Ton
Water Heating: Conventional Water Heater;0.85 EF Min., 50.0 Gal
Programmable Thermostat: Heat: Y Cool: Y
Note: Where feature level varies in home design, the dominant value is shown
All components must be field verified It tested prior to certifying a final rating for occupancy.
Please contact us with any questions or to schedule your inspection.
Prepared By: Chris Picariello
Certified HERS Rater
Cape Cod HERS Raters
,
AJVC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.01
P20-12; CURRAN-BUILDER;8 Cruiser Lane,West Yarmouth,MA Q Check
Compliance
1.1 SCOPE
WindSpeed(3-sec.gust)..................................................................................................................110 mph If
WindExposure Category...........................:....................................................................................................B
1.2 APPLICABILITY
Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories s 2 stories
RoofPitch ...........................................................................(Fig 2) .......................................... 7_ 512:12
Mean Roof Height............................................................_(Fig 2)..............................................._24_ft s 33'
Building Width,W ...............................................................(Fig 3).............................................._28_it 580' J_
Building Length. L...............................................................(Fig 3).............................................._60_ft 5 80' !_
Building Aspect Ratio(L/W) ................................................(Fig 4)............................................._2.14_5 3:1 f_
Nominal Height of Tallest Opening2....................................(Fig 4)............................................... 6'8"—s 6'8" J_
1.3 FRAMING CONNECTIONS
General compliance with framing connections....................(fable 2)...............................................................
2.1 FOUNDATION
Foundation Walls meeting requirements of 780 CMR 5404.1
Concrete..............................................................................................................................
ConcreteMasonry.................................................................... ............................................................... _n/a_
2.2 ANCHORAGE TO FOUNDATIONI.3
5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only
BoltSpacing—general..........................................(Table 4).........standardized................. 40—in. CN#1
Bolt Spacing from endfjoint of plate.............................(Fig 5)....................................._78"_in.5 6"—12" 1_
Bolt Embedment—concrete.........................................(Fig 5)................................................._7_in.t 7"
Bolt Embedment—masonry.........................................(Fig 5)..........................................._in.t 15' n/a—
Plate Washer................................................................(Fig 5)............for single plates.......t 3"x 3"x%" J
3.1 FLOORS
Floor framing member spans checked ...............................((per 780 CMR Chapter 55).................................. _If
Maximum Floor Opening Dimension...................................(Fig 6)..............................................—102_Its 12' 1
Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)......................................... _n/a_
Maximum Floor Joist Setbacks
Supporting Loadbearing Walls or Shearwall................(Fig 7)................................................... ft 5 d _n/a_
Maximum Cantilevered Floor Joists
Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................._ft 5 d _n/a_
Floor Bracing at Endwalls....................................................(Fig 9).....Blocking or Continuous Diaphragms..... 1_
Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)................................:.. 1_ "
Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)......................_in. l_
Floor Sheathing Fastening..................................................(fable 2)10d Bx nails at-6—in edge/_12_in field 1_
4.1 WALLS
Wall Height
Loadbearing walls........................................................(Fig 10 and Table 5)......................._7'4"_ft s 10' 1_
Non-Loadbearing walls.................................................(Fig 10 and Table 5)......................._T4_ft s 20" 4_
Wall Stud Spacing .........................................................(Fig 10 and Table 5)................._16—in.s 24"o.c. !_
Wall Story Offsets .........................................................(Figs 7 8 8)...........................................—ft s d _n/a_
4.2 EXTERIOR WALLS3
Wood Studs
Loadbearing walls........................................................(rable5)............................2x_6"_-_7 ft 4_in. r
Non-Loadbearing walls.................................................(Table 5)............................2x 6_--8_It_in. 4
Gable End Wall Bracing'
Full Height Endwall Studs............................................(Fig 10)................................................................. _l
WSP Attic Floor Length................................................(Fig 11).............................................—10_ft 2tW/3 _n/a_
Gypsum Ceiling Length(f WSP not used)...................(Fig 11)........................100%......._ft t 0.9W 1
and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)............................................................. _n/a_
or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ,r_
Double Top Plate
Splice Length .........................................................(Fig 13 and Table 6)...................................._8 ft J
Splice Connection(no.of 16d common nails)..............(fable 6)............................................................................................................. !_
AWC Guide to Wood Construction in High Wind Areas:110 mph Mind Zone
Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1
Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(fables 7)..................................................... 2_ t
Non-Loadbearing Wall Connections
Lateral(no.of 16d common nails)................................(fable 8)....................................................... _t
Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans .........................................................(Table 9).................................._ -ft_0_in.511' 1_
Sill Plate Spans .........................................................(Table 9)................................... ft_in.511' t_
Full Height Studs (no.of studs)....................................(fable 9).......................................................
Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)
Header Spans.............................................................(Table 9)....................................2_ft 6_in.512' 1_
Sill Plate Spans............................................................(fable 9).............................._0_ft_in.512" 1_
Full Height Studs(no.of studs)....................................(Table 9)......................................................._1_ 1_
Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4
Minimum Building Dimension,W
Nominal Height of Tallest Openingz ...............................................................................6'8"5 6'8' t=
Sheathing Type..............................................(note 11)..................................................._7/16"_ 1
Edge Nail Spacing.........................................(fable 10 or note 11 if less)..................... 6_in. 1_
Field Nail Spacing .. able 10 ................. '
Shear Connection(no.of 16d common nails)(Table 10)......................................................Wit%4 l_
Percent Full-Height Sheathing.......................(Table 10).................................................._75_ CN#2
5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... _n/a_
Maximum Building Dimension,L
Nominal Height of Tallest Opening2.........................................................................6'8"5 6'8" r
Sheathing Type..............................................(note 11)..................................................._7116"_
Edge Nail Spacing.........................................(Table 11 or note 11 if less)......................_6_in.
Field Nail Spacing..........................................(rable 11)................................................_12_In. r
Shear Connection(no.of 16d common nails)(fable 11).....................................................3/ft_ 4_
Percent Full-Height Sheathing.......................(fable 11).................................................._13_% CN#2
5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... _n/a_
Wall Cladding
Rated for Wind Speed?....WC Shingles..................................... ............................................................... 1_
6.1 ROOFS
Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) -It-
Roof Overhang ...................................................(Figure 19)............._1_ft:5 smaller of 2'or L/3 f_
Truss or Rafter Connections at Loadbearing Walls
Proprietary Connectors
Uplift................................................(fable 12)............................................0_227 plf CN#3
Lateral..............................................(fable 12)....---.....................................L=_132 plf CN#3
Shear...............................................(Table 12)............................................S=_58 plf CN#3 -
Ridge Strap Connections,if collar ties not used per page 21... (rable 13)...............................T=_227 plf 4_
Gable Rake Outlooker.........................................(Figure 20)............._1_ft:5 smaller of 2'or L/2
Truss or Rafter Connections at Non-Loadbearing Walls
Proprietary Connectors
Uplift................................................(Table 14)............................................U=_Ib. _n/a_
Lateral(no.of 16d common nails)...(fable 14).......................................L=—
_n/a_
Roof Sheathing Type....................................................(per 780 CMR Chapters 58 and 59)............ J
Roof Sheathing Thickness...........................................................................................7/16"a 7/16"WSP t_
Roof Sheathing Fastening............................................(fable 2)................................................8d Bx_ f_
Notes:
1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of
780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not
required per the WFCM 110 mph Guide:
a. Steel Straps per Figure 5
b. 20 Gage Straps per Figure 11
c. Uplift Straps per Figure 14
d. All Straps per Figure 17
e. Comer Stud Hold Downs per Figure 18a and Figure 18b
2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing
requirements shown in Tables 10 and 11.
3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade.
4. Const. Note#1—maximum 45"o1c for 1-3 stories where bolts resist all bads(Shear,Lateral&Uplift)
5. Const. Note#2—Plywood shearwalls per Tbls.3.17A&3.17B. See attached Shearwall Sheet for wall construction&
nailing requirements
6. Const.Note#3—Provide Simpson H2.5A Hurricane Ties at all rafter tails
AIVC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone
Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1
7.
a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height
Sheathing and Nail Spacing requirements
b. Wood Structural Panels shall be minimum thickness of 7/16'and be installed as follows:
i. 'Panels shall be installed with strength axis parallel to studs.
ii. All horizontal joints shall occur over and be nailed to framing.
iii. On single story construction,panels shall be attached to bottom plates and top member of the double
'top plate.
iv. On two story construction,upper panels shall be attached to the top member of the upper double top
plate and to band joist at bottom of panel.Upper attachment of lower panel shalt be made to band joist
and lower attachment made to lowest plate at first floor framing.
v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d
staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment
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Vertical and Horizontal Nailing
for Panel Attachment
ATVC Guide to Wood Construction in High Wind Areas.HO mph Wind Zone
Massachusetts Checklist for Compliance(7so CMR ssot.i.t.t)t
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PANP-EDGE DOUBLE NAL E13GESPACM CEFAL
Detail
Vertical and Horizontal Nailing
for Panel Attachment
PHILBROOK ENGINEERING&CONSTRUCTION
107 BEACH STREET Project: CURRAN Builders
DENNIS.MA 02638 Project No: P20-12 -
1-508385-8682 - Date: 27 April 2020 - 2� 1H OF 14,480 -
BUILDING LAYOUTS eo385 �° T VARNUM Gm
• Foundation & Plan Layout Review - 1987 Revised thru 18 NOV 2019 Plan Set - u PHILBROOK m
Location; 8 Cruiser Lane, West Yarmouth, MA MECHANICAL
6 0
• Determine Primary Method of Design by Zone 6 Note Special Conditions
Zone 1; Main House - WFCM 1&2 110 MPH Guide AND Prescriptive Chp. 3
Zone 2; Main House w/ Garage - WFCM 162 110 MPH Guide AND Prescriptive Chp. 3 TONAL E�
• Layout Design Zones & Mean Roof Heights Length Width Story Mrh - -
Zone 1; Main House - 2nd Floor 36 28 1 24
Zone 2; Main House w/ Garage - let Floor 60 - 28 2 24
• Assign Aspect Ratios - 2 Ways - L/W W/L
Zone 1; Main House - 2nd Floor 1.29 0.78 -
Zone 2; Main House w/ Garage - let Floor 2.14 - 0.47
• Determine Anchor Bolt Type, Number 6 Spacings
Prescriptive Tables3.2A or C; 5/8" Anchor Bolts, Exp. B (pg. 144)
Story Length Bolts Width Bolts
- Zone 2; Main House w/ Garage - let Floor 2 60 18 28 9
All 5/8" anchor bolts adjusted to 40" c/o subject to any needed off-set 6 corner bolts
• Shear Lines - Roof 6 Ceiling - Prescriptive Tables 3.17A & 3.178 (pgs. 169-170)
Height Ratio Wind Reg. Len Eff. Len
Zone 1; Main House - 2nd Floor (w/ H/8) 34:1 perp 5.5' 8.0'
92" 26" perp 5.5' 8.0' t: SW-1
0.96 min panel parll 3.6' -9.0' ° -SW-1
parll 3.6' 8.0' W:. SW-1:.:.J
• Shear Lines - Roof, Ceiling 6 1 Flr - Prescriptive Tables 3.17A 6 3.17B (pga. 169-170)
Height Ratio Wind Req. Len Eff. Len
Zone 2; Main House w/ Garage - let Floor (w/ H/8) 34:1 perp 21.2' 24.5' `SSW-1-
92" - 26" perp 21.2' 23.0' SW.1
0.96 min panel parll 7.5' 13.0' SW-1
parll 7.5' 12.0' L,_SW-1
SW-1 ';`Standard Shearnall';-7/16"+ CDR/OSB w/ 8d ring-shank 4 6" c/o and Solid blocked - -
.seams w/ 1/2" GWB/plasterboard on inside and 10" c/o Field nailing (m x 1.0) -
• Determine Tie-down Anchorage for Uplift using 5/8" Bolts & Holdowns
V(endwall) _ (Roof/Ceiling + Floor z H/8) x (Length)/2 -
V(endwall) = (130+184 x 8.5'/8) plf x 601/2' = 9,765 lb
Wall End Uplift - V(endwall) x Height/Total Width - -3,192 lb
End Uplift Requires Simpson STHD10RJ B six corners - OR to 3,500 lb
OR by Design 6 Mfg. Table
• Construction 6 Framing Notes for Plan Annotation:
R-Sect. 1. Rafter Ties; 1"x 6"/8" Spruce or Simpson LSTA18 Strap Ties 8 16" c/o
2. Solid block end 2 rafter bays each gable end B 410" c/o -
3. Rafter Clips; Simpson B2.5A Hurricane Ties 6 16" c/o -
4. If Attic is unsheathed run 2"z 4" continuous top lateral bracing 8 6.0" c/o
5. Arrange sidewall sheathing to break mid-height of rim joists. Nail continuously
w/ 8d nails spaced 3" c/o above and below the butt seam - -
- 6. Anchor Bolt Spacing; 40" c/o w--+""m plus dedicated corner bolts -
7. Solid block and 2 joist bays each gable end 8 4.0" c/o
Found 6. Anchor Bolt Spacing; 40" c/o mazimcm plus dedicated corner bolts
B. Provide Simpson STHDIORJ Tie-down straps at 6 locations shown (corners)
and blocking w/ 3 as 16d nails per lineal foot -
lot Flr 7. Solid block end 2 joist bays each gable end 8 4'0" c/o
9. Double Band Joist over Bulkhead opening. Single Band OP for Cellar Sashes
Deck 10. Lateral Deck Ties; Simpson DTT2Z w/ 1/2" bolt thru box w/ nut 6 washer inside
11. .Prepare hole for 12" Sono-tuba w/ a 6" layer of compacted gravel _
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— APPLICANT FROPA THE RESPONSIBILITY OPAS BUILT,
COMPLIANCE.
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