HomeMy WebLinkAboutCOA 109 Point Hill Road500.00
This map is for illustration purposes only. It is not
adequate for legal boundary determination or
regulatory interpretation. This map does not represent
an on-the-ground survey. It may be generalized, may not
reflect current conditions, and may contain
cartographic errors or omissions.
Parcel lines shown on this map are only graphic
representations of Assessor’s tax parcels. They are
not true property boundaries and do not represent
accurate relationships to physical objects on the map
such as building locations.
83042
Feet
feetApprox. Scale: 1 inch =42
Legend
Town of Barnstable GIS Unit
367 Main Street, Hyannis, MA 02601
508-862-4624
gis@town.barnstable.ma.us
Map printed on:4/5/2023
Road Names
DINING ROOM
COVERED PORCH
KITCHEN
BUTLERS
PANTRY
FIRST FLOOR PLAN
LIVING ROOM
HALL
GALLERY
SUNROOM
DECK
MAIN HOUSE FINISHED
UNFINISHED:
PORCHES:
GARAGE
PR
GROUND FLOOR PLAN
TWO CAR GARAGE
UNFINISHED
STORAGE
UNFINISHED STORAG/MECHANICAL
FUTURE
BATH
W. Barnstable, MA
FOLEY
RESIDENCE
109 Point Hill Road
1NO.DESCRIPTIONBYDATEJennifer Birnstiel
PO Box 6326
Plymouth MA 02362
508.789.7184
info@archiplicity.com ArchiPlicity, llc.02668
SECOND FLOOR PLAN
PRIMARY
BATH #1
WCBATH #3LAUNDRY
BATH #2 WIC #1PRIMARY
BEDROOM #1
BEDROOM #3
BEDROOM #2
BALCONY
FRONT ELEVATION
W. Barnstable, MA
FOLEY
RESIDENCE
109 Point Hill Road
2NO.DESCRIPTIONBYDATEJennifer Birnstiel
PO Box 6326
Plymouth MA 02362
508.789.7184
info@archiplicity.com ArchiPlicity, llc.02668
RIGHT SIDE ELEVATION
REAR ELEVATION W. Barnstable, MA
FOLEY
RESIDENCE
109 Point Hill Road
3NO.DESCRIPTIONBYDATEJennifer Birnstiel
PO Box 6326
Plymouth MA 02362
508.789.7184
info@archiplicity.com ArchiPlicity, llc.02668
LEFT SIDE ELEVATION
W. Barnstable, MA
FOLEY
RESIDENCE
109 Point Hill Road
4NO.DESCRIPTIONBYDATEJennifer Birnstiel
PO Box 6326
Plymouth MA 02362
508.789.7184
info@archiplicity.com ArchiPlicity, llc.02668
CT LICENSE # 558916 MA LICENSE # 127550
PROJECT NO.
DRAWING LIST
SHEET 3
SHEET 1
TITLE SHEET & DESIGN DATACOVER
SHEET 2 FOUNDATION PLAN
ELEVATIONS
POST & SILL PLAN
SHEET 4 FRAMING PLANS
26' x 30' POST & BEAM PLYMOUTH CARRIAGE BARN KIT
REVISION DATE: 11/08/2021 REVISION #: 0
FRAMING SECTIONSSHEET 5
FRAMING SECTIONSSHEET 6
NOTES & DETAILSSHEET 7
www.greatcountrygarages.com
ROBERT FOLEY
11.08.20217254
PLYMOUTH CARRIAGE BARN KIT FOR:
109 POINT HILL ROAD
WEST BARNSTABLE, MA 02668
THE BARN YARD
PRINT DATE:
NOTE:
ELEVATIONS & RENDERINGS
ARE ARTISTS CONCEPTIONS.
COLOR AND OPTION STYLES
MAY DIFFER FROM ACTUAL
CONSTRUCTION.
MANUFACTURING &DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
DESIGNED & FABRICATED BY:
FRONT ELEVATION
1/8" = 1'-0"SCALE:
1
TF-1
COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
ELEVATIONS
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
RIGHT ELEVATION
1/8" = 1'-0"SCALE:
3
TF-1
LEFT ELEVATION
1/8" = 1'-0"SCALE:
4
TF-1
REAR ELEVATION
1/8" = 1'-0"SCALE:
2
TF-1
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
7254
TF- OF 71
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
12
10
12" OH
CANTILEVER RIDGE BEAM
GRADE
12
10
12 4
GRADE
12
1012
10
124
GRADE
GRADE
FAUX PINE ARCH TOP
GABLE VENT ( 1 OF 2)
BUILDING MATERIAL SCHEDULE
ROOF ASSEMBLY
ITEM DESCRIPTION FINISH / COLOR
ROOF DECKING
ROOFING
1X8 T&G PINE V-GROOVE DECKING
ARCHITECTURAL SHINGLES (BY OTHERS)TBD
WALL ASSEMBLY
N/A
EAVE OVERHANGS 1x SHIPLAP PINE NONE
1X4 PINE NONEEXTERIOR TRIM
WEATHER BARRIER FELT PAPER N/A
NOTE: ALL 1X PINE FOR FASCIAS, RAKES, SOFFITS & TRIM
SHALL BE CUT FROM 1x8 PINE SHIPLAP SIDING
EXTERIOR SIDING 1X8 VERTICAL SHIPLAP PINE SIDING NONE
TBY CONSTRUCTION SCOPE OF SERVICES
VENTS FAUX PINE ARCH GABLE VETNS - QTY. 2 NONE
LETTER QTY RGH. OPG (WxH)
WINDOW MANUFACTURE: MARVIN ELEVATE SERIES
A 2'-6 1/2" X 3'-8 1/8"
MODEL EGRESS
10
TEMP.
ELDH3044
B
NOC
NONO
YESNO
COLOR GRILL
TBD
WINDOW SCHEDULE - BY OTHERS
LETTER QTY RGH. OPG (WxH)
A 9'-2" x 8'-1"
MODEL
2
1
DOOR SCHEDULE - BY OTHERS
B
MANUF.
TBD
6
2 8'-6 1/2" X 1'-4 1/4"
9' x 8' PINE FACE OVER HEAD DOOR W/ AUTH.
SIMPSON
CUSTOM TRANSOM
STRAPS HINGES AND OAK LATCH
3068 SIMPSON 38" x 6'-10 1/2"
TBD
ELAWN2923 TBD 2'-5" X 1'-11 5/8"
NO
A A
B
AA
AAA
A A
C
B
FAUX PINE ARCH TOP
GABLE VENT ( 1 OF 2)
ROOF INSULATION 10.5" EPS R38 SIPS N/A
FASCIAS 1x PINE w/ 1x3 PINE SHADOW BOARD NONE
RAKES 1x PINE w/ 1x3 PINE SHADOW BOARD NONE
24' BIG SKY TIMBER
FRAME EYEBROW ROOF
24' BIG SKY TIMBER
FRAME EYEBROW ROOF
12" OH12" OH
12" OH12" OH
12" OH
CODE 780 CMR NINTH EDITION.
TBD
TBD
TBD
12" OH 12" OH
12" OH12" OH
EXTERIOR SIDING CEDAR SHAKES - FRONT GABLE ONLY NONE
EXTERIOR INSULATION 2.5" ZIP-R12 - FRONT GABLE ONLY NONE
AAA
C
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
SUPPLIED BY TBY AND INSTALLED BY OTHERS:
- STRUCTURAL TIMBER FRAME COMPONENTS
- 1x8 T&G PINE V-GROOVE ROOF DECKING
- 1x8 T&G PINE V-GROOVE LOFT FLOORING
- FAUX PINE GABLE VENTS
- 1x8 SHIPLAP PINE FOR SIDING & TRIM
- 10.5" EPS SIPS
EXCLUSIONS INCLUDE BUT ARE NOT LIMITED TO:
- FOUNDATION
- OVERHANGS
- DOORS, WINDOWS & ROOFING MATERIAL
- EXTERIOR DOOR & WINDOW TIMBER CLADDING
- 2.5" ZIPS & CEDAR SHAKES
PER CONTRACT NO. 7254 AND ANY APPROVED
CHANGE ORDERS
10:12 PITCH
4:12 PITCH
10:12 PITCH4'-0"MIN.13'-8"PLATEHEIGHT2'-8"9'-0"2'-8"9'-0"2'-8"
26'-0"
26'-0"4'-0"MIN.13'-8"PLATEHEIGHT4'-0"MIN.30'-21/2"
3'-0"7'-77/8"9'-25/8"6'-41/2"3'-111/2"
7'-103/8"14'-81/4"7'-77/8"4'-0"MIN.30'-21/2"
(TYP.)
5'-101/4"18'-31/2" TRANSOM DORMER 5'-101/4"
6:12 PITCH
FOUNDATION PLAN
3/16" = 1'-0"SCALE:
1
TF-2
COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
FOUNDATION PLAN
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
TF- OF 7
7254
2
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
SCALE: 3/4" = 1'-0"
FOUNDATION SECTION DETAIL
FIN. GRADE
FIN. FL
FIBER REINF.
MID HEIGHT #4 REBAR CONT.
#4 REBAR CONT.
2X8PT SILL ON
6X8 SILL
2
TF-2
COMP. BACKFILL TYP.
COMP. GRAVEL
6 MIL VAP. BARRIER
2x4 KEYWAY
1x8 PINE
SHIPLAP SIDING
4" HAUNCH AT DOOR WAYS (TYP.)
FOAM SILL SEAL
PITCH 1/2"
LSTHD8 STRAP HOLD-DOWN
SEE FND PLAN FOR LOCATIONS
(2)#4 REBAR CONT.
1/2"ø x 9" J-HOOK @ 6' O.C MAX EMBED 7"
4" CONC. SLAB ON GRADE
W/ FIBER MESH REINFORCEMENT
- 6 MIL VAPOR BARRIER UNDER SLAB
- 6 MIN COMPACTED GRAVEL
PITCHFLOOR2IN8" FND WALL
10"x1'-4" FND FTG
= SIMPSON STRONG-TIE LSTHD8
STRAP HOLD-DOWN ( 1 OF 8)
(DIM. TO HOLD-DOWN CENTER LINE)
FIN. FL ELV. 0'-0"
12" FND DROP
42"X42X10"DP FTG
BELOW SLAB W/
3#3 REBAR EA WAY
SCALE: NTS
POST HOLD-DOWN DETAIL3
TF-2
8X8 POST W/ (1)1"DIA
6X8 SILL PL
2X8PT SILL PL
SECURE TO FND
W/ CIP 1/2"X9" J-HOOKS
@ 6'-0" O.C
- SECURE 6X8 SILL TO 2X8PT
SILL W/ (2) 6" STRUCTURAL SCREWS
HIDDEN UNDER EA POST TYP.
8" FND WALL
SILL SEAL
BET. 2X8 & FND
TYP.
OAK PEG THRU 6X8 SILL
SIMPSON STRONG-TIE LSTHD8
STRAP HOLD-DOWN W/ 16-16D SINKERS
1/4"DPX3-1/4"W RECESS IN POST
& 6X8 SILL FOR FLUSH MNT. OF STRAP
TRIM 2X8 SILL AS REQ'D
@ EA PERIMETER 8X8 POST TYP.
1/2"x9" ANCHOR BOLTS
PITCH THRESHOLD
1/2" TO DRAIN (TYP.)
EXPOSED 2" FROM T.O.W.
@ 6'-0" O.C. (MAX)
CODE 780 CMR NINTH EDITION.
10" WIDE FND
WALL FOR ZIP
THIS SIDE ONLY
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
10"4"6"8"TO6"4'-0"MIN8"1-1/2"4"8"4"
1'-4"VARIES3"CLR2'-31/2"9'-9"1'-11"9'-9"2'-31/2"
13'-0"13'-0"
13'-0"13'-0"
26'-0"61/4"14'-81/4"14'-81/4"33/4"30'-21/2"3'-7"3'-9"22'-101/2"61/4"14'-81/4"14'-81/4"33/4"15'-21/2"15'-0"13'-0"13'-0"1'-4"8"
8X8 POST DN TO SILL
W/ 1- 1"ø PEG TYP.
6X8 SILL PL BEARING
ON 2X8PT SILL TYP.
8x8 KNIFE PL @ INT. POSTS
W/ (2) 1/2"X6" THRD ROD
ANCHORS & SIMPSON STRONG-TIE
(AT) ANCHOR ADHESIVE
(NO STANDOFF)
4x8 OH DOOR JAMB
POST CUT TO FIN. FL. (TYP)
8x8 POST TYP.
CUT TO FIN. FL.
4x4 POST TYP.COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
POST & SILL PLAN
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
TF- OF 7
7254
3
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
FRONT 3D RENDERING
NTSSCALE:
2
TF-3
REAR 3D RENDERING
NTSSCALE:
3
TF-3
POST & SILL PLAN
1/8" = 1'-0"SCALE:
1
TF-3
A B C
1234x6 DOOR JAMB
POST CUT TO FIN. FL. (TYP)
CODE 780 CMR NINTH EDITION.
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
STAIRCASE
26'-0"
13'-0"13'-0"30'-0"15'-0"15'-0"2'-7"9'-2" R.O.2'-6"9'-2" R.O.2'-7"3'-8"3'-2"23'-2"3'-6"
8x10 SUMMER BM
4x10 FL JOIST
@ 2'-0" O.C TYP.
SLOPE DN 10:12
- 3"X24" KNIFE PL
W/ (4) 3/4"X4-1/2" STEEL
PINS (1 OF 3)
8x12 RAFTER PL TYP.
4x10 RAFTER TYP.
8x12 TIE BM
4x12 STAIR STRINGERS
@ 24" O.C
6x10 GIRT
8x10 HEADER BM
COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
FRAMING PLAN
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
TF- OF 7
7254
4
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
SECOND FLOOR FRAMING PLAN
1/8" = 1'-0"SCALE:
1
TF-4
ROOF FRAMING PLAN
1/8" = 1'-0"SCALE:
2
TF-4
1
TF-5
1
TF-6
3
TF-5
2
TF-5
3
TF-6
2
TF-6
123A B C A B C
1236x10 GIRT6x10 GIRT
6x10 GIRT
8x12 TIE BM
8x12 TIE BM8x12 TIE BM
8x14 TIE BM
(DF)(DF)
8x14 TIE BM
8x12 RAFTER PL TYP.
SLOPE DN 10:12
SLOPE DN 4:12
8x12 RAFTERS & HEADER
@ DORMER (DF) (TYP.)
4x8 RAFTERS @
DORMER (TYP.)
@ 24" O.C.8x14 STRUCTURAL RIDGE
BEAM (DF) (TYP.)
CODE 780 CMR NINTH EDITION.
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
30'-0"15'-0"15'-0"26'-0"
13'-0"13'-0"30'-0"15'-0"15'-0"26'-0"
13'-0"13'-0"
2'-0"2'-0"5'-101/4"18'-31/2"TRANSOMDORMER5'-101/4"2'-0"2'-0"
SECURE 4x10 RAFTERS
TO 8x12 W/ (2) 8"
TIMBERLOK SCREWS
TYP.
8x12 GABLE TIMBERS 3/4"
PROUD TYP.
4x12 STAIR STRINGERS
PITCH 2 IN
6x6
4x10
3'-6"x3'-6" SPRD FTG
SEE FND PLAN
CUT INTERIOR 8x8 POST
TO LENGTH IN FIELD TYP.
1x8 T&G DECKING
FIN. FL TYP.COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
FRAMING SECTIONS
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
TF- OF 7
7254
5
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
SCALE: 1/8"=1'-0"
SECTION - LINE A1
TF-5
SECTION - LINE B
SCALE: 1/8"=1'-0"
2
TF-5
SCALE: 1/8"=1'-0"
SECTION - LINE C3
TF-5
1 2 3
1 2 3123
4x10
8x12
6x10 6x10
8x12
6x10
8x12
6x10
6x8 6x8 6x8
6x8 6x88x88x8 8x88x88x88x88x88x88x84x84x84x84x84x84x84x84x84x84x4
4x4
4x4 4x4
4x4
4x4 4x4
4x4
4x4 4x4
4x4
4x4 4x4
4x4
4x4 4x4
4x4
4x4
4x4
4x4
4x4
4x4
4x4
4x4
4x4 4x4
4x4
4x4 4x4
4x4 4x4
4x4
4x4
4x4
4x4 4x4
4x4
4x44x4 4x4
4x4
4x4 4x84x86x66x66x66x66x66x66x66x64x84x8 4x8 4x8 4x8 4x8
4x64x64x64x64x64x64x64x64x64x64x64x64x64x64x64x66x68x88x8
8x128x12 8x124x64x64x64x64x64x64x64x64x6
8x8
6x84x86x84
x
8
8x8
4 x6
SECURE 4x8 RAFTERS
TO 8x8 W/ (2) 8"
TIMBERLOK SCREWS
TYP.
8x14 8x14
4x4 STAIR POSTS
GRADE GRADE
GRADE
CODE 780 CMR NINTH EDITION.
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
2'-61/2"3'-81/4"7'-77/8"14'-81/4"7'-77/8"
2'-5"2'-5"2'-5"1'-115/8"1'-115/8"1'-115/8"30'-0"
15'-0"15'-0"
7'-77/8"9'-25/8"6'-31/2"3'-2"3'-8"6'-101/2"2'-61/2"3'-81/4"15'-0"15'-0"
30'-0"
15'-0"15'-0"
30'-0"12'-93/8"9'-67/16"4'-0"MIN.13'-8"PLATEHEIGHT4'-0"MIN.13'-8"PLATEHEIGHT4'-0"MIN.
3
TF-7
1
TF-7
SIM.
6x8
4x84x1012
10
12 4
COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
FRAMING SECTIONS
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
TF- OF 7
7254
6
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
SCALE: 1/8"=1'-0"
SECTION - LINE 11
TF-6 SCALE: 1/8"=1'-0"
SECTION - LINE 22
TF-6
SCALE: 1/8"=1'-0"
SECTION - LINE 33
TF-6
A B C
3'-6"x3'-6" SPRD FTG
SEE FND PLAN
CUT INTERIOR 8x8 POST
TO LENGTH IN FIELD TYP.
4x10
12
10
8x12
GRADE
GRADE
GRADE
A B C
ABC6x1012
10
6x10
12
10
6x86x86x8
6x8 6x84x64x64x64x6 4x64x68x12 8x12
4x4
4x4
4x4 4x4
4x4
4x4
4x44x4
4x4
4x4
4x4 4x4
4x4
4x4
4x4
4x4
4x4 4x84x84x84x84x84x84x84x88x14
8x14
6x1012
10
6x10
12
10
4x44x4
4x4
4x4
4x4 4x4
4x4
4x4
4x84x84x84x88x88x88x88x88x88x88x88x88x86x84x6
4x4
4x4
4x4
CODE 780 CMR NINTH EDITION.
4x4
4x4
4x4
4x4
4x4 4x4
4x4
4x4
4x4
4x4
4x4 4x4 4x4
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
8'-1"8'-1"2'-7"9'-2"2'-6"9'-2"2'-7"4'-0"5'-45/8"SILLHT7'-41/4"HEADERHT8'-31/4"PLATEHEIGHT4'-0"MIN.13'-8"PLATEHEIGHT4'-0"MIN.13'-8"PLATEHEIGHT4'-0"MIN.13'-8"PLATEHEIGHT26'-0"
13'-0"13'-0"
26'-0"
13'-0"13'-0"
26'-0"
13'-0"13'-0"
2'-61/2"2'-61/2"3'-81/4"1'-41/4"8'-61/2"
2'-61/2"3'-81/4"2'-61/2"
8'-61/2"1'-41/4"
COPYRIGHTC2021THEBARNYARD.AllRightsReserved.ThisdrawingisthepropertyofTheBarnYardandisloanedwiththatunderstandingandshallnotbecopied,reproduced,orotherwisedisposedofdirectlyorindirectlywithoutconsent.CT LICENSE # 558916
MA LICENSE # 127550
DATE:
DRWN BY:
CHK BY:
PROJECT ID:
EWS
SCALE:AS NOTED
PROJECT TITLE:
DRAWING TITLE:
NOTES & DETAILS
SEAL:
NO: DATE:REVISIONS / SUBMISSIONS
DESIGN NOTES:
DEAD LOADS: SECOND FLOOR: 15 PSF
ROOF: 15 PSF
LIVE LOADS:SECOND FLOOR: 40 PSF
ROOF: 20 PSF
SNOW LOADS: ROOF:
WIND LOADS:BASIC WIND SPEED(V):
BUILDING CODE:
TIMBER NOTES:
GRADE:
SURFACE:
SIZING:
CHAMFERS:
FINISH:
#2 OR BETTER
S4S
1/2" UNDER ROUGH DIM. (8X8 = 7.5"X7.5")
(NONE)
SPECIES:
FASTENER NOTES:
STEEL:
- BOLTS, NUTS, WASHERS: DIA. AS NOTED, GALVANIZED, GRADE A307
TIMBER FRAME:
- TRADITIONAL MORTISE & TENON JOINERY W/ 1" DIA. OAK PEGS AT
BEAM CONNECTIONS.
- TRADITIONAL WOOD CONNECTIONS TO BE SUPPLEMENTED BY
STRUCTURAL WOOD SCREWS AS NOTED.
11-08-21
(NONE)
4X8 KNEE BRACE
3"x1-1/2" TENON W/1"DIA
PEG. TYP. ALL BRACESØ
4X4 NAILER W/ 3/4"
DOVETAIL TENON
TYP. ALL NAILERS
4X10 FLOOR JOIST
@ 24" O.C TYP.
8X12 TIE BEAM
4X6 BRACE
SIMPSON STRONG-TIE
LSTA24 STRAP W/18-10d
FASTENERS, BEND STRAP
@ CORNER
6X10 JOIST GIRT HOUSED
4X6 BRACE IN BAY
DIRECTION
8X12 RAFTER BEAM
1" W/ LSTA24 STRAP CONT.
AROUND CORNER POST
8X8 POST TYP.
4"X2" HANUCHED TENON
W/ (2) 1" DIA OAK PEGS
FRAMING DETAIL
SCALE: 3/4"=1'-0"
3
TF-7
1/2"X5" TENON
4X10 COMMON RAFTER
@ 24" O.C
9" TREAD DEPTH
8 1/4" RISER HEIGHT (MAX)
ALL HANDRAILS, RISERS & TREADS TO MEET CODE REQUIREMENTS
NO OPENINGS MORE THAN 4" DIAMETER
SCALE: NTS
STAIR / HANDRAIL DETAILS
1X4 RAILS
FRAMING DETAIL
SCALE: 3/4"=1'-0"
2
TF-7
4X6 BRACE
SIMPSON STRONG-TIE
LSTA24 STRAP W/18-10d
FASTENERS, BEND STRAP
@ CORNER
6X10 JOIST GIRT HOUSED
1" W/ LSTA24 STRAP
8X12 FLOOR GIRDER
3"X1-1/2" TENON W/ 1"DIA
OAKS TYP. ALL BRACES
8X8 POST
4"X2" TENON W/ (2) 1" DIA
5/16" SLOT MACHINED IN
RAFTER BEAM TO ACCEPT
3X24 SPLINE PLATE
1/4"X3"X24" SPLINE PLATE
W/ (4) 3/4"X4-1/2" STL. PINS
RAFTER POCKET @ 24" O.C TYP.
CAP W/ 3/4" DIA OAK PLUGS
5-1/2" HALP LAP JOINT8X12 RAFTER BEAM
OAK PEGS
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
LND
TF-7 OF
7254
PLYMOUTH CARRIAGE BARN KIT FOR:
ROBERT FOLEY
7
WEST BARNSTABLE, MA 02668109 POINT HILL ROAD
(2) 10" TIMBERLOKS(2) 10" TIMBERLOKS
4X10 RAFTER (TYP.)
8"X14" RIDGE BEAM
FRAMING DETAIL
SCALE: 3/4"=1'-0"
1
TF-7
4X10 RAFTER (TYP.)
CODE 780 CMR NINTH EDITION.
www.greatcountrygarages.com
THE BARN YARD
MANUFACTURING & DESIGN FACILITY
9 VILLAGE ST.
ELLINGTON, CT 06029
860.454.9103
SHOWCASE LOCATIONS
120 WEST RD. RTE. 6
ELLINGTON, CT 06029 BETHEL, CT 06801
860.896.0636 203.740.7433
1-1/2" HANDRAIL
34"-38" HIGH
RETURN
HANDRAIL
AT ENDS
CLOSED
RISERS
2.5" BET. RAILS
2X10.5 PLANED
TREAD
4X12 S4S
EASTERN WHITE PINE
STAIR STRINGER (3)
4X4 S4S
EASTERN WHITE PINE
RAIL POST
E. OBSERVATION: ALL EXCAVATION OF
UNACCEPTABLE MATERIAL,
INSTALLATION OF CONTROLLED FILL, COMPACTION,
FIELD TESTING AND LABORATORY TESTING SHALL
BE DONE UNDER THE SUPERVISION OF A
TESTING LABORATORY WHO SHALL PROVIDE
WRITTEN REPORTS OF ALL PHASES OF THE WORK
TO THE ENGINEER.
STRUCTURAL NOTES:
ALL WORK SHALL CONFORM TO THE CURRENT
REQUIREMENTS OF MASSACHUSETTS BUILDING
RESIDENTIAL CODE 780 CMR NINTH EDITION.
DIMENSIONS AND DETAILS SHALL BE CHECKED
AGAINST ENGINEERING DRAWINGS.THE
CONTRACTORSHALL VERIFY AND COORDINATE THE
SIZE AND LOCATION OF ALL OPENINGS, SLEEVES
AND ANCHOR BOLTS AS REQUIRED BY ALL
TRADES OPENINGS NOT SPECIFICALLY SHOWN
SHALL BE APPROVED BY THE ENGINEER. ALL
WORK TO CONFORM TO ALL APPLICABLE LOCAL,
STATE AND NATIONAL
CODES AND REGULATIONS, AND THE OWNERS OR
DESIGNATED CONTRACTORS SHALL SECURE
APPROPRIATE PERMITS REQUIRED BEFORE
COMMENCEMENT OF ACTUAL CONSTRUCTION.
ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS
AND ALL OTHER PERSONS ENGAGED IN ANY
CAPACITY ON THIS PROJECT SHALL BE SUBJECT
TO PROVISIONS OF THE OSHA (OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION) WHICH IS
ADMINISTERED AND ENFORCED BY U.S.
DEPARTMENT OF HEALTH.
FOUNDATIONS:
ALL FOOTINGS SHALL BEAR ON UNDISTURBED
NATURAL MATERIAL OR GRANULAR FILL.
ELEVATIONS OF BOTTOM OF FOOTING SHOWN ON
PLANS ARE FOR BIDDING PURPOSES AND SHALL
BE LOWERED IF NECESSARY TO THE REQUIRED
BEARING MATERIAL AS FOUND UPON EXCAVATION.
IF THE REQUIRED BEARING MATERIAL IS NOT
ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY
ENGINEER IMMEDIATELY. CONTROLLED BACK FILL
AND COMPACTION IF REQUIRED.
A. SCOPE: WHERE UNACCEPTABLE, MATERIAL
MUST BE REMOVED AND REPLACED WITH PROPER
MATERIAL. A CONTROLLED PROCEDURE
MUST BE FOLLOWED TO ENSURE PROPER BEARING
FOR THE BUILDING.
B. FILLING AND GRADING: BEFORE BACK
FILLING, REMOVE CONSTRUCTION DEBRIS, STUMPS,
TREES, ROOTS, SOD, HEAVY GRASS,
DECAYED VEGETABLE MATTER AND OTHER
UNSUITABLE MATERIALS. FILL MATERIAL SHALL BE
AS APPROVED BY THE ENGINEER.
C. CONSTRUCTION METHODS: AFTER DEPOSITING
FILL OR BACK FILL IN 1 FOOT LIFTS, WELL WASHED
IN, COMPACT TO THE FOLLOWING PERCENT OPTIMUM
DENSITY.
THE DRY DENSITY AFTER COMPACTION SHALL NOT
BE LESS THAN 95% OF THE DRY DENSITY FOR
THAT SOIL WHEN TESTED IN
ACCORDANCE WITH ASTM D1557, METHOD D. IN THIS
TEST, MATERIALS RETAINED ON THE
THREE-QUARTER SIEVE SHALL BE REPLACED WITH
MATERIAL RETAINED ON THE NO. 4 SIEVE, AS
NOTED AS AN OPTION IN
THE SPECIFICATIONS FOR THIS TEST.
D. FIELD TESTS: PERFORM ONE FIELD DENSITY
TEST FOR EACH SOURCE OF FILL MATERIAL
PERFORMED IN ACCORDANCE WITH ASTM D1556.
PERFORM STANDARD FIELD DENSITY TESTS EACH
OF AN ACCURACY OF PLUS OR MINUS ONE
PERCENT. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO NOTIFY THE ENGINEER AND
TESTING LABORATORY WHEN EACH LAYER OF FILL
IS TO BE PLACE AND READY FOR TESTING. THE
CONTRACTOR SHALL ALLOW AMPLE TIME FOR
TESTING. IF ANY FILL IS PLACED IN EXCESS OF
SIXTEEN (16) WITHOUT TESTING, IT SHALL BE SUBJECT
TO REMOVAL. SIEVE ANALYSIS SHALL BE AT THE
CONTRACTOR'S EXPENSE.2'-21/2"4'-0"12"4"51/2"31/2"2 1/8"3/4"
1" 4"2'-6"3 1/2"
6 5/8"
4 5 °3 15/16"1/2"3 1/16"71/2"1/2"11/2"11/2"41/2"11/4"1/2"3"3 5/8"2 1/4"7/8"
3"3"5"3'-0"2 1/4"3"5"3 1/2"5"3"2 1/4"31/4"45°11/2"11/2"1/2"1/2"
1 3/4"3"1 3/4"4"3/4"1"
1 1/2"1 1/2"1/2"17/8"45/8"7/8"
91 POINT HILL ROAD
WEST BARNSTABLE, MA 02668
136019
TYNI, DONALD E & KATHLEEN J TRS
TYNI FAMILY REALTY TRUST
Property ID:
SANDWICH, MA 02563
136020
FOLEY, ROBERT J & MARY K
1 SWANN HILL ROAD
Property ID:
BARNSTABLE, MA 02668
136021
PACI, MARK & MCHUGH-MULLANE, BRIGHID
127 POINT HILL ROAD
Property ID:
W BARNSTABLE, MA 02668
136041
NIEDZWIECKI, MELISSA F & PAUL JAMES
100 POINT HILL ROAD
Property ID:
124 POINT HILL ROAD
WEST BARNSTABLE, MA 02668
136042
BURGOYNE, JOHN TR
FIRST POINT HILL REALTY TRUST
Property ID:
WEST BARNSTABLE, MA 02668
136054001
BESS, JOEL F
12 BRIAR LN
Property ID: