HomeMy WebLinkAbout26-E004 30 Lucerne Drive ApprovedV i
99RMD
TOWN OF YARMOUTH AN J 1) 2026
1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4461 Old Kings Highway
Telephone (508) 398-2231 Ext 1292—Fax (508) 398-0836 Historic District
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
APPLICATION FOR
CERTIFICATE OF EXEMPTION
Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of
Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs
accompanying this application.
Address of proposed work. 30 Lucerne Drive Yarmouthport, Ma 02675
To adJuil' B
Map/Lot # 131 0
eds : m n e ou5sy phone* 781-760-9580
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Maiiins address: 30 Lucerne Drive Year built: 1970
Email: Julieboussy4@gmail.com Preferred notification method X Phone Email
Aoent/contracior. InC. phone #. 774-212-0554
Mailing Address: PO Box 163 South Yarmouth, Ma 02664
Email. r dJ Griffincustornbuilders.com Preferred nobkation method X Phone Email
Descripogn of B=osed Work (Additional DAM May he Aftehad If niMigry):
Signed (Owner or agent)
Date: 1 /14/26
> Ownerleatlractorlagent amno hat a permit maybe required from"Budding Department. (Check oilier T
> This cer itIcate is good Vr
r from approval date or upon date of expiration of Building Permit, whEiche.
Date .j1-Vj2L-
Amount j0}}G���Lj
Rcvd by: Li 5 i
Approved Approved with changes l fim 5 702N
Reason for denial
T -� -- - ing s lg Way
1S Or1C T !strict
Date Signed: ' Signed: ta-tad &lam j
APPLICATION #:
Sherman, Lisa
From:
Sent:
Robert Wilkin
Thursday, February 5, 2026 2:39 PM
To: Sherman, Lisa
Subject: Re: 26 E004 30 Lucerne Drive
Attachments: 26-EO04 30 Lucerne Drive.pdf
Attention!: This email originates outside of the organization. Do not open attachments or click links
unless you are sure this email is from a known sender and you know the content is safe. Call the
sender to verify if unsure. Otherwise delete this email.
approved
On Feb 5, 2026, at 9:53 AM, Sherman, Lisa <LSherman@yarmouth.ma.us> wrote:
Any thoughts on this one?
Thanks,
Lisa
From: Sherman, Lisa <LSherman@varmouth.ma.us>
Sent: Friday, January 30, 2026 2:00 PM
To: Robert Wilkins <yportbob@gmail.com>
Cc: Sherman, Lisa <LSherman@yarmouth.ma.us>
Subject: 26-EO04 30 Lucerne Drive
:•r
Residents would like to replace a door and window in the rear of the house,
and add a skylight in the rear of 30-Lucerne Drive.
Please let me know if Y You need an additional information."�TOD,� D
�
Thanks Bob,
FEB 0 5 2026
Lisa Old King's Highway
Historic District
Lisa Sherman
Town of Yarmouth
Administrator, Old King's Highway Historic District and Yarmouth Historical Commission
JAN 0 707fi
Old King's I-Higtjw.,y
Historic District
TOWN OF YARMOUTH
1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664.4451
Telephone (508) 398-2231 Ext. 1292 Fax (509) 39"1136
OLD KING'S 1DGHWAY IDSTORIC DISTRICT COMMITTEE
WAIVER OF 45-DAY DETERMINATION
The applicanvapplicant' s agent understands and agrees that due to the current declared National and
State public health emergencies the determination of our Application for a Certificate of Appropriate
ness Demolition. Exemption may not be made within 45 days of the filing of such application.
The applicant agrees to extend the time frame within which a determination is to be made as required
by the Old King's Highway Regional Historic District Act.
SECTION 9 -Meetings, Hearings, Tinre for Making Determinations
"Rs soon as convenient after such public hearing; but in any event ►vithin forty-five (45) days after
the filing of application. or within such fr l ether tinte as the applicant shall allow in writing. the
Committee shall make a determination on the application. "
Applicant understands that the review of this application will be scheduled as soon as the situation
allows.
Applicant Agent Name (please Tint):
Applicant Agent signature: .09
Jared Griffin/Griffin Custom Builders
Date
FEB 0 5 7076
Old King's Highway
Historic District
26_. 004
Swanson Structural, Inc. Paul W. Swanson, P.E.
Engineering Services IA N 3 0 2026 92 Acre Hill Road
commerciar Barnstable, MA 02630.1529
resldendal Phone 509-44b-l042
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Job Name
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Client_ fAi2,CD By FW5 D& 1 l 2D2G
Swanson S_tructuraL Inc.
Engfneering Services
commercial
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Paul W. Swanson, P.E.
92 Acre Hill Road
Barnstable, MA 02630-1529
Phone 508.446.1042
Paul@SwansonStructurial.cam
JAN 3 ? n26
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Old King:- r;ighway
Historic District
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Client _.. - BY Ills $ f). l Z1 1 A 0 24
Client Jared Griffin Date- 1/14/2026 Pagel orl
Project: Input by.
r1sDesign Address: 30 Lucerne Drive, Yarmouth Port, MA Job Name: 68W
r Prood is
B1 2.0E Microllam LVL 1.750" X 9.500" 2-Ply - PASSED Level: Level LILT L)
3
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1 SPF 0-3-0 2 LVL 0-54 3 SPF 1-0-0 3 1W
S' 12'
20'
Member Information Reactions UNPATTERNED Ib (Uplift)
Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const
Plies, 2 Design Method: ASD 1 Vertical 337 778 1012 D 0
Moisture Condition: Dry Building Code: IRC 2016 2 Vertical 1560 350 4679 0 0
Deflection LL- 360 Load Sharing- No 3 Vertical 703 1623 2110 0 0
Deflection TL: 240 Deck: Not Checked
Importance: Normal - II Calling: Gypsum Wr
Temperature Temp — 1001F
General load Bearings
Floor Live: 40 PSF Bearing Length Dir. Cap. React Dll- lb Total Ld, Case Ld. Comb.
Dead: 10 PSF 1 - SPF 3 000' Vert 46% 763 / 1271 2034 L_ D+0.75(L+S)
2-LVL 5.250" Vert 61% 3628/4713 6339 LL D+S
Analysis Results 3 - SPF 12,000" Vert 21% 1612 / 2165 3777 _L D+0.75(L+S)
Analysis Actual Location Allowed Capacity Comb, Case
Neg Moment -8365 R4b 8' 13541 ft-lb 62% D4S LL
Pos Moment 7099 ft-lb 14% $116" 13541 fldb 52% D+0.75(L+S) _L
Unbraced 7099 nab 14V 5/16" 13541 ft-lb 52% 0+0.75(L+S) �L
Shear 38761b 9' 1/8' 7265Ib 53% D+S LL WN
LL Dell inch 0.164 (L/723) 13'111116- 0.369 (U360) W% 0.75(L+S) L r' /` PA!jE W
TL Defl inch 0.310(U4z6) 1311 5I6' 0.553 (1J240) 58% D+0.75(L+S) _L A4 .
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Design NotesTRUTFURAL
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FEBFFQ 0 5 2026 r_ `; . s!a 3533ii
1 Bearing 2: LVL; fcp = 750 psi (user input) 7�
2 Provide support to prevent Lateral movement and rotation at the end bearings. Lateral support %ST��
may also be required at the interior bearings by the building rode. Old K i ng'S Fl rghwaihA).
3 Fasten all plies using 2 rows of10d Box nails (. VOW) at 12' o.c. Maximum end distance not t
soexceed
tolast I�iIStOfiC i�IStf]Ct�_ D
4 Refer lD last page of calculations for fasteners required for specified loads. /�^'''V
5 Girders ate designed to be supported on the bottom edge only. JJJ
6 Top bads must be supported equally by all plies- r J j 4,2 0 &
7 Top must be continuously laterally braced. /
a Bottom must be continuously laterally braced,
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 13.0.0 Top 15 PSF 0 PSF 30 PSF 0 PSF 0 PSF Roof
2 Uniform Top 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF VVaA
3 uniform 6-64) Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Attic
Notes er. loco a F. Ad eat prwrde pbpef antra. b W-ord Manufacturer Into
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2. LVL not b bo bM d X tw wardens«wrrerYve rp.rra.pewrMrrtnfd rebvon This design is valid until 2114r2027
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26-- 004
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$OLD BY:
Shepley wood Prodmts Inc Hyannis
216 Thomlon Or
Hyannis, MA 02601.8103
Fax. 508-662-8018
�ANDERSEN`
WINDOWS A DCOAS
CREATED DATE
SOLD TO: IIIWM25
LATEST UPDATE
1rtw2a26
OWNER
Jason CWmd
Abbreviated Quote Report - Customer Pricing
QUOTE NAME PROJECT NAME QUOTE NUMBER CUSTOMER POO
GRUAR Prairie Grilles SBW740
ORDER NOTES; DELMERY NOTES:
Quota /: BM740
bm ft Operation
100 1
RO Sire a
400 Series Window
A -Series Door
Black Exterior
Unfinished Pine Interior
GBG Grilles
Vftte Hardware Window
Nickel Hardware Door
Print Dste: 1IM026 2:19:49 PM UTC
Unit Sire a
bal 9t won
200 1 Active -Passive
Locsf gn
None Assigned
r-i Ij 1 ,1
uric District
All Images Vowed from Exterior
Location
None Assigned
TRADE W
Unit Price €4 Pdra
$0.00 $0.00
F
WDIID
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FEB 0 5 7D7fi
Old King's Highm
Historic District
Page 1 of 3
Unit Price Ext. Price
$1.803,13 $1,803.13
RO Size a 60" x 42' Unit Size a 59 1/4" x 41 1l4"
C%%X. Unit, 400 Series Gliding XX, Buck Exterior Frame. Pine wrUnfinished Interior Frame. Pine wlUnfinished Interior
SashrPanel, Active -Passive, Dual Pane Low-E4 Standard Argon Fill Finelight Grilles -Between -Ow -Glass 9-Light Division. 9 Total
Grille Lights. Prairie A Pattern. Black, w/Terratons, 3r4' Grille Bar, Stainless Glass Grille Spacer Metro. Stone, Black, Full
Screen. Aluminum
Hardware: GIN Metro Stone PN:17652D4
Insect Screen 1: 400 Series Gliding XX, G536 Full Screen Aluminum Black PN-9128455
Unit 0 U-Factor SHGC ENERGY STAR Clear OpeninglUnll p Width Height Area (Sq Ft)
Al 0.3 0.26 NO Al 26.2810 36,1250 6.60000
ODerytlofi Location Unit Price Fitt.Price
—� 300 1 Right None Assigned $3.171,95 63,171.93
L 'I
RO Size a 39" x 80" Unit Sire a 311118" x 79112"
r x FWHID3368. Unit, A Series Inswing Patio Door - 1 Panel - Traditional, Standard Product Performance, 4 9116' Frame Depth
Factory Assembled, Black Exterior frame, Black Exterior Sash/Panel. Pine wrUnfinished interior Frame. Pule wfUnfinisted
Interior SasWanel, Bronze Appearance, Right, Dual Pane Low-E4 Tempered Argon Fill Contour Finelighl Gnlles-Between•Ite-
-' Glass 3 Wide, 5 High, Specified Equal Light Pattern, Black, wrl'onstone, 1' Grille Bar. Chamfer Glass Stop Stainless Glass i
- Grille Spacer, Newbury, Satin Nickel, Satin Nickel, Corrosion Resistant Locking Mechanism, Black, Full Screen, Fiberglass.
Hinged Single
Trim Set 1: FWHiD Right Newbury Satin Nickel PN:2579443
Insed Screen 1: A Sedes Inswing Patio Door - 1 Panel - Traditional, FWHID3368 Full Screen Fiberglass H.nged Single Black
PN:9141247
Unit N U-Factor SHGC ENERGY STAR
At — --- NO
26- 004 .5 f
Rough Opening
Abertura rustica
Ouverture brute
FS M08
30"/16"
JAN 3 0 2026
)!d King :; Highway
Historic District
547/16 "
1382mm
FED 0 5 7076
Did King's Highway
Historic District
26- 1 004
NOM5
JAN y 0 2026
old -r,mg s Highway VU))
Historic District O
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FEB 0 5 7020
Old King's Highway
Historic District
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