22-A068 379 Weir RoadRECEIVED r-) TOWN OF YARMOUTH
1146 ROUTE 28 SOUTH YARMOUTH MA 02664 4451
MAY 2 4 2022 Telephone (508) 398-2231 Ext. 1292 -Fax (508) 398-0836
YARMODLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
]LD KING'S HIGHWAY
APPLICATION FOR
CERTIFICATE OF APPROPRIATENESS
Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470. Acts of 1973 as
amended; for proposed work as described below & on plans. drawings, photographs. & other supplemental info accompanying this
application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEME AL INFORMATION.
Check All Categories That A01
I ; Indicate type of Building- Commercial Residential
1) Exterior Build
'Conruction: New Building f] Addition Iterations Reroof DGarage
Shed Other:
2) Exterior Painting asiding Shutters _ Doors frim Other.�(ta,,J
3) Signs/Billboards: n New Si n Change to Existing Sign
4) Miscellaneous Structures: Fence Wall OFlagpole nPool nOther:
Please type or print legibly; Q -}--
Address of proposed work: 379 W 44— ?,J- YA (MOv �Or I
Map/Lot
Owner(s): S at a Phone #: - 39L1-,cm6Q
All applications must be subihitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: 3 %..q W eir U. Yarm qt Por r1A Vr off (,„,7C Year built
07
Email: U2 YV1(W1-2 +. net Preferred notification method. Phone Email
Agent/contractor
Mailing Address V• O • 60X3L4
7r
Phone #: - 3573—&95-3L
Email: 0.0 0.00(aS -7 Q Y_a(I�C�O , CC)„vl Preferred notification method Phone _-_ Email
Descrip_iion Proposed Work.( [
g r-auc � div e t,.sa Y
Signed (Owner or agent)-
pe-, P anS c.nd eu-�CAC(
Date
Ownerlcontractortagent is aware that a per it is required from the Building Department (Check other departments. also.)
If application is approved approval is subject to a 10 -day appeal period required by the Act.
This certificate is good for one year from approval date or upon date of expiration of Building Permit. whichever date shat# be later
r All new construction will be subject to inspection by OKH OKH-approved plans MUST be available on-site for Framing & final inspections
For Committee use only:
Rcvd Date: 1I7 ! ?
Amount�
Cash/CK #: �b7
Rcvd by
45 Days:
Date Signed:
Approved Approved with _Modifications Denied
Reason for Denial:
Signed
APPLICATION #: -PJ/� "`
GENERAL SPECIFICATION SHEET
Proiect Address:
FOUNDATION: Material: C2.aMQ Kn - Exposure (Not to exceed 18"):ye's
CHIMNEY: Material/Calor: fC} GUTTERS: Material/Color, GJA; 141u&i 'rf ur'v
r
ROOF: Material: Pitch (7112 min) ( Height to Ridge: /6 Iz Color: _ G-re.�
SIDING: Material/Style: Front: V tlar&� Sides/Rear: CJ -te COLOR CHIPS
Color: Front: GJ1A;+e. Sides/Rear: W k
TRIM: All windows & doors to be trimmed with
Material: QVC_
DOORS: Qty- Material: S
Style/Size (if not listed/shown on elevations):
1x4 1x5 (Circle one.)
Color: Wr" 'FC'
Color: '�+° I RFCEjvFtj
GARAGE DOORS: Qty: __3 MatT Aluwt.i n LjM _ ..'Style: YI _Uf' Color: Why
WINDOWS: Qtylside: Frons: J Left Right .a Rear: cD Color:._
Manufacturer/Series: 4Ad RASpjA li(DD $gri e5' Material V"AV{
Grilles (Required). Pattern (616. 211.red -�. etc.) b 6 1 1 Grille Type: True Divided Lite: F—
Snap-In: _[Between Glass: Permanently Applied. Exterior Interior
y: Material:
Qty: Fixed
Color:
Style: Paneled Louvered Color:
Vented Size Color:
--BEGK--&M: decking MaIT Color:
Railing MatT
Style:
(Max 6' height): Height: MatT
Color:
Style: Color:
(Show running footage & location on plot plan.) 'Finished side of fence must face out from fenced in area.
UTILI S: Location
Screening:
LIGHTS: Qty: Style. 16y-\ 4ec-y\ Color: 63 a_C-14—
Location(s): oMS Ctn� �i8rt� n-� cO�Gtci�
■��_"- � -yam a.
Location(s):
Additional information:
Color:
MAY 2 4 2GL-2
ARMOU1 j-
2 -General
2 -General —� du73
APPLICATION #: b
z°Y TOWN OF YARMOUTH
p 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451
H_ Telephone (508) 398-2231 Ext, 1292 Fax (508) 398-0836
,y
OLD KING'S HIGHWAY HISTORIC DISTRICT COA"HTTEE
WAIVER OF 45 -DAY DETERMINATION
The applicant/applicant'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
Appropriateness/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, Time for Making Determinations
"As soon as convenient after such public hearing; but in any event within forty-five (45) days
after the filing of application, or within such further time 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 print):
Applicant/Agent signature:
REQ VSD
MAY 2 4 2022
YANViULY n
Date:
Application #:
312020
TOWN OF YARMOUTH
OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
ABUTTERS' LIST
Applicant's (Owner) Name: S�e� Cines �a>�as
Property Address/Location: A EL yC,iCMtaU� Past
Hearing Date: & 1131z, -
Notices must be sent to the Applicant and abutters (including owners of land on any
public or private street or way) who's property directly abuts or is across the street from
the Applicant. Please provide the Assessor's Tax Map and Lot numbers only. The
OKH Office will send out notices using the addresses as they appear on the most recent
applicable tax list.
Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's
Highway Department page on the Town website www.yarmouth.ma.us
Map Number Lot Number
Applicant Information: I
Abutter Information
RECEIVED
MAY 2 4 2022
YAHIVIUU'l h
8.2018
Application #:c?-AbLk
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GARAGE 3LAII
RIGHT ELEVATION
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THESE PLANS ARE IN COMPLIANCE WITH THE WIND ZONE REQUIREMENT
FOR 780 CMR 9th EDITION MA. STATE BUILDING COPE
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PROJECT. DATE,
21-900 9-14-2021
.G" P.T.
)ST TYP
CENTER w/RIDGE CENTER w/RIDGE
rmmw 7�
4"x4'..25'
TUBE STEEL COL.
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BASE PLATE t
2-3/q' DIA. ANCHOR
n BOLTS
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General Notes
10' THICK x YS' -10'
Andersen 400 TV! series windows shown
A-2 CONCRETE WALL ON
or provide similar.
CONTINUOUS 20"w 10"
III
FJ+RihlG WALL ON CONCRETE FOOTING 11
unless otherwise noted.
12"D CONTINUOUS (VERIFY HGT. w/GRADE) I
FOOTING
LIGE
9LIGHT
I ItA;�281
�5 CONTINUOUS BARS.
unless otherwise noted.
VERIFY IN FIELD= I
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PLATE t LOCATION OF
priortoOrdeting-
TS 1 CHANGE IN WALL HGT.
FOR GRAPF CHANGES
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11.
=
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w/3 "x3`0/4" PLATE WASHER
Q
RDER 10' THICK v W-8"
CONCRETE WALL ON
11 CONTINUOUS 20%la"
F-
OVCEILINGCHANGE
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DROP FOUNDATION
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CENTER w/RIDGE CENTER w/R3 DGE
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BASE PLATE t
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n BOLTS
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10' THICK x YS' -10'
Andersen 400 TV! series windows shown
A-2 CONCRETE WALL ON
or provide similar.
CONTINUOUS 20"w 10"
III
FJ+RihlG WALL ON CONCRETE FOOTING 11
unless otherwise noted.
12"D CONTINUOUS (VERIFY HGT. w/GRADE) I
FOOTING
interior walls to be 2x4 16" o.c.
�5 CONTINUOUS BARS.
unless otherwise noted.
VERIFY IN FIELD= I
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priortoOrdeting-
TS 1 CHANGE IN WALL HGT.
FOR GRAPF CHANGES
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CONCRETE WALL ON
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F-
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DROP FOUNDATION
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4'-o" 1
J PLAN
SECOND FLOOR
RECEIVED
MAY 2 4 2022
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L MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE Fc' -3000 I
W/ 2P A5 BARS TOP t BOTTOM. FOUNDATION WALL TO BE ON 20'x10'
STRIP FOOTING. FROVIDE 3P 45 15AR5 CONTINUOUS IN STRIP
FOOTING W/ KEYWAY. PROVIDE 35'ANCHOR BOLTS @ 24" O.G. MAX. MIN.
7" EMBEDMENT W/ 3"x3°xY4" PLATE WA541ER,
2. STRUCTURAL STEEL COLUMNS TO BE 4'X4"X.25'TUBE STEEL COL.
%`xT."XI2" STEEL BASE PLATE t 2-%' DIA, ANCHOR BOLTS,
ii ALL CONNECTIONS -
3. DOUBLE I JO1575 UNDER ALL PARALLEL PARTITIONS -
4. CONCRETE SLAB TO BE 4' POURED CONCRETE ON COMPACTED FILL.
PROVIDE CONTRACTION JOINTS I' DEEP AT COLUMN LINES. CUT W/
"EARLY ENTRY" SAW.
6, CONTRACTOR SHALL ENSVRE THAT ALL FOUNDATION WALLS MAINTAIN
4'-O" MINIMUM COVER.
6. PROVIDE WEa STIFFENING PLATES AT BEARING POINTS OE STFEL
BEAMS (TYP.).
7, SFE 5TRUCTOI PR.AW INGS FOR LOCATIONS OF Al 5TRUGTDRAL
COLUMNS.
B. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY
MISSING, INCORRECT OR DUF5TIONABL.E DIMENSIONS NOT BROUGHT TO
THE ATTENTION OF THE DE51GNEP BECOME THE RF5PON5115ILITY OF THE
CONTRACTOR.
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General Notes
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or provide similar.
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interior walls to be 2x4 16" o.c.
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unless otherwise noted.
verity all window and door rough openings
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THE SE PLANS ARE IN COMPLIANCE WITH THE WINQZONE REQUIREMENT
FOR 780 CMR 91h EDITIDN MA STATE BUILDING CODE
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21-900 9-14-2021
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21-900 9-14-2021
CONCRETE 5LAB
IF 6.6 6/6 TOP 1/3 OF SLAB
DROP WALL
c 12" AT DOOR
TOP PLATE
1N SP6
ILAR
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4'x4"x 26" TUBE STEEL
FILL w/0I7UMINOU5 JOINT FILLER AND
TOPPED w/ FLEXIBLE JOINT SEALANT-
BOTTOI'1 PLATE:
%'X("X12' FULLY WELDED TO COLUMN,
BOLT TO FOOTER -
W/2 EA. 31,' ANCHOR BOLTS
4" CONCRETE SLAB
WWF 6x6 6/6 TOP Y OF 'TAF1 1+
311CONCRETE FOOTINGS 5
VERIFY FOOTING 15 ON
COMPACTED GRANULAR FILL OR
UNp15TURPED GRANULAR 501L5
,I/ NO CLAY, PEAT, LOAM,
VEGETATIVE MATERIALS.
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SCALE 1 Y2" = 1'-0"
DOUBLE TOP PLATE
Z 1 2'x6" WALL FRAMING 16" O.0
IN -STA
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SEE CODE CHECKLIST
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II 11 II
II 11 11
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�V ANCHOR BOLTS
L/3"x3'xY" WA5HER _
MIN, 7" EMFEDMENT, II
10' FCUNDATION WALL
6 SILL TO PLATE SHEATHING CONNECTION
SCALE 3/4" = 1'-0"
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21-900 9-14-2021
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PROJECT: DATE.
21-900 9-14-2021
-- RAFTER VENTS
LTED CEILING5
RIDGE VENT
RIDGE BEAM
(5EE PLAN i
STANDING 5.
METAL ROOF
%` COX PLY
159 FELT PA
UTTER
2"v10" RAFTS
(UNLE55 NO
-IRE
ROOF SHEATHING
TYPICAL RIDGE
WOOD STRUCTURAL PANELS
9
6" EDGF16" FIELD
RAFTERS OR TRUSSES SPACED UP TO 16" O C.
8d
SCALE 1 Y2" = l' -D"
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
NAILING SCHEDULE
7" EDGE/10" FIELD
JOINT DESCRIPTION
NUMBER OF
NUMBER OF
NAIL SPACING
Bd
°
UE
COMMON NAILS
BOX NAILS
ED
CEILING SHEATHING
ROOF FRAMING
'2
BLOCKING TO RAFTER (TOE NAILED)
2-8d
2-1 Od
EACH END
RIM BOARD TO RAFTER (END NAILED
2-16d
a -16d
EACH END
Y" AND 25/32' FIBERBOARD PANELS
Y2'GYPSUM WALLBOARD
WALL FRAMING
70P PLATES AT INTERSECTIONS (FACE NAILED)
4-16d
6-16d
AT JOINTS
STUD TO STUD (FACE NAILED)
2-16d
2-16d
24" O.C.
GREATER THAN 1"
HEADER TO HEADER (FACE NAILED)
16d
16d
24"0 C ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-1Dd
PER JOIST
SLOCKING TO JOIST (TOE NAILED)
2-80
2-10d
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
3-16d
4-15d
EACH BLOCK
LUED
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)
3-16d
4-16d
EACH JOIST
JOIST ON LEDGER TO BEAM {TOE NAILED}
3-8d
3-19d
PER JOIST
BAND JOIST TO JOIST (END NAILED)
3-16d
4-15d
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)
2-16D
3-16d
PER FOOT
-IRE
ROOF SHEATHING
BOVE
WOOD STRUCTURAL PANELS
10d
6" EDGF16" FIELD
RAFTERS OR TRUSSES SPACED UP TO 16" O C.
8d
1 Od
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
8d
7" EDGE/10" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS wlo GABLE OVERHANG
Bd
TO
GABLE ENDWALL RAKE OR RAKE TRUSS w1 STRUCTURAL
CUTLOCKERS
Bd
°
UE
GABLE ENDWALL RAKE OR RAKE TRUSS wl LOOKOUT BLOCKS
8d
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CEILING SHEATHING
GYPSUM WALLBOARD Sd COOLERS
'2
WALL SHEATHING
° x
WOOD STRUCTURAL PANEL
N
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STUDS SPACED UP TO 24" 0 .
8d
U
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Y2'GYPSUM WALLBOARD
8d
5d COOLERS
m
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS
Bd
GREATER THAN 1"
tOd
10d
6" EDGE16" FIELD
10d
4" EDGEI6" FIELD
10d
6" EDGF16" FIELD
1 D
6" EDGEI6" FIELD
1 Od
4" EDGEI4" FIELD
7" EDGE/10" FIELD
1 Dd 3" EDGE112" FIELD
- 3" EDGE1
6" FIELD
7" EDGE110" FIELD
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SCALE: 118" = 1'-0"
0 1 2 4 8
SHEET
19d 6" EDGE112" FIELD
16d 6" EDGE/6' FIELD A.4 OF 5
PROJECT: DATE.
L�f/ 21-900 9-14-2021
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SCALE: 118" = 1'-0"
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16d 6" EDGE/6' FIELD A.4 OF 5
PROJECT: DATE.
L�f/ 21-900 9-14-2021
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16d 6" EDGE/6' FIELD A.4 OF 5
PROJECT: DATE.
L�f/ 21-900 9-14-2021
5L�PE
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BRG. WALL GARAGE A.4 SIZE TO BE DETERMINED
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TYPE 'x' FIRECODE GAD TO HAVE CLEARANCE
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DATE:
PROJECT; DATE:
_
THESE PLANS ARE IN COMPLIANCE WihTH THE WIND ZONE REQUIREMENT
21.900 9-14-2021
�" GYPSUM WALL BOARD
FOR 780 CMR Spy EDITION MA. STATE BUILDING CODE
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(VERIFY DROPPED OR
PROVIpE I LAYER 5/5' FLUSH ./FLOOR JOISTS
TYPE 'x' FIRECODE GAD TO HAVE CLEARANCE
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2x6 BEARING WALL ON
10' THICK x 4'-8'
CONCRETE WALL ON
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CONCRETE WALL ON
CONTINUOUS 20"x10"
STRIP FOOTING
CONTINUOUS 20°x10'
SHEET
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DATE:
PROJECT; DATE:
SECTION B -B
THESE PLANS ARE IN COMPLIANCE WihTH THE WIND ZONE REQUIREMENT
21.900 9-14-2021
FOR 780 CMR Spy EDITION MA. STATE BUILDING CODE