Certificate of Appropraiteness t
Town of Barnstable 40oo.(M)Af ,Old King' s Highway Historic District Committee367 Main Street, Hyannis, Massachusetts 02601Telephone (508) 862-4787, Email grrayce.rogersOtown.bamstable.ma.usowNor aAM1NstPO
APPLICATION FOR CERTIFICATE OF APPROPRIATENESS
Application is hereby made, with six (6) complete, colored sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,
Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this
application for:
Date 7 ZZ Date Built: bw Map & Pareel 317 -0�• q
Property Owner P,6mxr ;5 ;fuR'W -TA Phone (0172'e.q 640 ' 1 22L
Street address 31P G�71 M A'/N l7 e • Email 11Z F ;;A& � 3 e;1&A4 w1 L �B
Village t9Pf/W�7i�• � pp �
Mailing address P0 X �/ � �7ptOJ 45jrlt t4 Signature
Jr
Agent/Contractor
/� T' /���� ..� ,�.r A JVMM0 �� .���(r �L Phone ,t / IMP • 4;
Agent Address �/,y�.�''j/,' !•/wrfy� �� . �� vI Email *" � ryE� (jgRh/V "V f7YlRE C:0M
Agent Signature / AyiYA4i A4t
If approved, the Certificate of Appropriateness expires one year from the stamped approval date or upon the expiration of a Building
Permit, whichever date shall be later. A one year extension map be requested, in writing, to the Old King's Highway Administrative
Assistant at 367 Main Street, Hyannis, MA 02601. This request must be received prior to the date of expiration. '
There is a 10 day appeal period plus a four day waiting period for all applications after which time your approval paperwork will be
available for pickup and building permit sign-off. All applications are subject to meeting any applicable building code requirements.
Check all categories that apply
Building Constructionps New Build ❑ Addition ❑ Alteration ❑ Residential ❑ Commercial
Type of Building F-1 House 1:1 Garage ;Barn E] Shed 0 Other
Project n Roof ❑ Windows/Doors ❑ Siding/Painting Solar Other
Landscape Feature F-] Fence Wall Flag Pole Pool Other
Sign F-1 New Sign Replace Sign ❑ Repaint Sign El
Z rp Other ' e+1 ` I
Description of Proposed Work ?rO At" p- 7 Z t X ZZ .6Ts{9AA1 b6" A-"h C460 t..G •7V
IAI Ty# 9.0tt &FY7/fi� G2aDfiA' ty
for Committee use only This Certificate is hereby APPROVED DENIED
By a vote o Ave Nav Abstain Date
Conditions of Approval
CERTIFICATE OF APPROPRIATENESS - SPEC SHEET
--- -- - - - - --
CHIMNEY _ - .-._... Colo- -r' ---T - -- - -- ---
Matenal ; ;
ROOF Make & style 4-10R_ /-4 __ � 'f�° L i� 5 IKr Color
- — .—_..... --...-
Roof Pitch (S) — (7/12 minimum)
�a �z . _ _ ._ . - - - -
(specify on plans for new building & major additions)
(ATTTF.R —.. .......... . ..---------.------TvneQYlaterial ._----------_.__—_ _ ; Color J
WINDOWS, DOORS, TRIM, SHUTTERS, SKYLIGHTS G to 4.rrhi Y/ `
Window/Door Trim material Wood Others eci
P fy
-- -N ---------
---- ---- ......
Size of cornerboards ; Size of casings (1X4 min) Color --- -- -- --- --- -----
Rakes 151 member .__--- 2"n Member L------------ ---- 9 /! vG�D€pt olf f overhang 7-- / *-------'
11 F
Windows: Make/Model
---- `--- - - - - - - - -- - --- - -_-----_- - -- --- - ____
, (:O ^ � - - - --- ----
6
_ -- -- 111 aterial - Q _ -_ Color (IfE( --
m a �r�acuto Pr,
Window Grills Divided Light X11 Exterior Glued GrillsI P Grills Between Glass
- ---------- -- ---- --- ----
Removable Interior Grills No Grills ; Grill Pattern
Style & Make
- --- --- ------ --- -- - - - ---- - ---- -- --
Doors: y - R (`(j�°(r Material Color
Garage doors: g I(� NI ! Size of opening L �,� ,,//��f - _ MaterialIj
-tel-- - - P- _ -- - - -- --'
C010A ==1540i�uG D s� NA rU2 w�ob ett/ Cer �E.4,if
------ - - - -
lt Color. 'Shutters: Type & Style Materia
-- - -- ------- - -- - -- ---------
Skylights: T e ---- -- - - — — —
YP I\T
Make & Model ;
Material -- ---------- --- - ---- -------' Size L--------- -- --- --- -' Color L ----- ----- '
SIDING Type Clapboard ; Shingle = Other = ;--- ------
------------ --- --
Material Red Cedar ; White Cedar Other
- N
Paint Color ; jliQ�QG,-_ . 10
FOUNDATION TypeCBE [ (max 12 ' exposed)
'
DECK Material �/ Color
SIGNS Size / Materials Color
'-_- ------ ----- - ---- --------- ---
FENCE Type _�spl t a hhAayin link)_____._____ ________________________ Color '
Material -- ��/'I___- --- -------- --- ----------- -------------------------- ----' Length
— -- -- -- ------ ----- '
- ------- ------ --- --- --- - ---------------- --- -- - ---- - - ------- - ----- ---- -- --- - --- -
RETAING WALL Description ]
1 ----- ----------- ------- --- --- ---- --- ---- ---- -- --- --- - --- --- -- '
LIGHTING Type and location (free standing — ----------------- ------- -- --- -- ----- ----- --- -- - --- ---- --- - ----- '
affixed to structure, illuminated)
NEW BUILDINGS, ADDITION, OR COMMERICAL BUILDING
CHECKLIST - CERTIFICATE OF APPROPRIATENESS
Submit electronic complete colored set, unless otherwise noted
,._ Application for Certificate of Appropriateness
Spec Sheet, brochures or diagram
1( Site Plan
,__._ Name of applicant, street location, map and parcel
Name of architect, engineer, or surveyor; original stamp & signature; date of plan & revision dates
North arrow, written and drawn to scale
Changes to existing grades shown with one-foot contours
___ Proposed & existing footprint of building and/or structures, and distance to lot lines
Proposed driveway location
Proposed limits of clearing for building (s), assessor structure (s), driveway and septic system
Retaining walls or accessory structures (e.g. pool, tennis court, cabana, barn, garage, etc)
Building Elevations
.__ Plans at scale of %a' = 1 foot; a written drawn scale
,___ Plans at a reduced scale to fit 8.5"x11 or 11x17 paper
.___ Name of applicant, street location, map and parcel
____ Name of Building Designer, or architect; original signature of plan preparer and stamp; plan date, and all revision dates.
*All new house or commercial buildingplans must have an original signature and stamp, if any, by a registered
Architect, member of AIBD, or a licensed Massachusetts Home Improvement Contractor, unless this requirement is
waived by the Old King's Highway Historic District Committee.
A written and bar drawn scale
..... Elevations of all (affected) sides of the building, with dimensions including height from the natural grade adjacent to the
Building to the top of the ridge; location and elevation of finished grade, roof pitch (s) dormer setbacks; trim style, window
And door styles. Changes to existing building must be clouded on drawings.
_ Window schedule on plans
.. . .. . Landscape Plan (drawn on a certified perimeter plan containing the following) - -
.__ _ Name of applicant, street address, assessor's map and parcel number
.____ Name, address, and telephone number of the plan preparer, plan date, & date of revisions
___ The location of existing and proposed buildings and structures, and lot lines
,.___ Natural features of site (i.e. rock outcroppings, streams, wetlands, etc)
--- Existing buffer areas to remain
..... Location and species of trees and plants
----- Driveway, parking areas, walkways, and patios, indicating materials to be used
Existing stone walls, and proposed walls including retaining walls for slope retention or septic systems
For removal ofstone walls, you must file a demolition application
_ All proposed exterior lighting and signs
..... Sketch or Photos of adjacent properties
.____. A sketch (s) to scale or photographs of nearby adjacent buildings, where present, along both sides of the street frontage,
_--- Showing the proposed new house or commercial building in scale and in relationship to the existing buildings.
_ Please discuss with staff ifyou do not think this is relevant to your application.
... ... Photographs of all sides of existing buildings to remain or being added to
Existing building, foot print
Building I (sq. ft.) Building 2 (sq. ft.)
Exiting building, gross floor area, including area of finished basement
Building 1 (sq. ft.) Building 2 (sq. ft.)
New Building or addition, foot print
Building 1 (sq. ft.) 710'+ 4AM i ?2ZO L.49+4*J IV Building 2 (sq. ft.)
New Building or addition, gross floor area, including area of finished basement
Building 1 (sq. ft.) Buildi g 2 (sq. ft.)
Plan preparer, signature and date 0
Barnstable Harbor
NOTES
1. DATUM IS ASSUMED
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO v o
BE USED FOR LOT LINE STAKING OR ANY OTHER a
PURPOSE. o _
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE o� a
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK. 5 fouf, 64 c�
G
4. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE �� j
WITH TOWN. ° v LOCU ogee �
G'ranife
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 317 PARCEL 39
Ul
�C ZONING SUMMARY
D ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT
• MIN. LOT SIZE 43,560 S.F.
I N 28°4300" E 793.87 MIN. LOT FRONTAGE 20'
MIN. FRONT SETBACK 30'
75. 68 - - - - - - - - - - - - - - - - � � 39� MIN. SIDE SETBACK 10'
N 28°47 '43 MIN. REAR SETBACK 10'
— — SITE IS LOCATED WITHIN AQUIFER
EE PROTECTION OVERLAY DISTRICT
o� Lot /1 HED X DRIVE / �
Area 61 240± S q. F AO GRAVEL ��� (b
�6 DRIVE
r X X � 42 o
. 41 ± Acres ti 6
PROPOSEDx PATHo
z
BARN 01)
pp I = 40 2 ASBUILT SEPTIC
F 000 ORCH Z
x EXISC I�D M
O
�� TOP D. Q
DECK LEV. _ -42.6
ATIO cv� Q
JCA
x POOL
_ Q O
IC) - rt (J)
co
i �
G� �s
1 13. 07'
_ S 26-5,5'20" W z
I 3� � 0z-\ (b
100 03
W N N
S 18'390 O oV
L_
16. 00'
169.30 S J17w BENCHMARK 5,00"
PLAN
CONCRETE BOUND
EL. = 42.28'
„ W l® OF
S 18�21 4.0 (Undefined Way) 43667 MAN STREET
BARNSTASLE,
PREPARED FOR
ROBERT [BAGSHAVV
DATE: JULY 14, 2021
Scale: 1"= 20'
0 10 20 30 40 50 FEET
DCE # 13- 143 TE DANIEL A. OJALA, P.E., P.L.S.
13-143 BAGSHAW 2021.DWG
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 PLANSHEET 4
FRAMING PLANS
22' x 32' POST & BEAM CARRIAGE BARN W/ 10' LEAN-TOS
REVISION DATE: 05/04/2022 REVISION #:1
FRAMING SECTIONS
SHEET 5
FRAMING SECTIONS
SHEET 6
NOTES & DETAILS
SHEET 7
www.greatcountrygarages.com
ROB BAGSHAW
05.04.20226901
PLYMOUTH CARRIAGE BARN KIT FOR:
3667 MAIN ST.
BARNSTABLE, MA 02630
ELEVATIONS
SHEET 8
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.
05-04-22
(NONE)
RIGHT ELEVATION
1/8" = 1'-0"SCALE:
2
TF-1
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
6901
TF- OF 81
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
12
10
12
10
12 5.7
RETAINING WALL
BY OTHERS
STEP FOOTING
AS NECESSARY
GRADE
GRADE
GRADE
SIDING LAP
LETTER QTY RGH. OPG (WxH)
A 8'-0" x 8'-0"
MODEL
2
1
1
DOOR SCHEDULE
B
C
MANUF.
OTHERS 8' x 8' PINE SLIDING DOOR BY OTHERS (8'-4" X 8'-2" PANEL)
2'-8 1/2" x 6'-10 1/2" 2668 SIMPSON F944 MAN DOOR BY OTHERS, OUT SWING,
6' x 8' PINE DOUBLE MAN DOOR BY OTHERS 6'-0" x 8'-0"
BUILDING MATERIAL SCHEDULE
ROOF ASSEMBLY
ITEM DESCRIPTION FINISH / COLOR
WHITE
WALL ASSEMBLY
NONE
N/A
NONE
GABLE OVERHANGS
FASCIAS
10" W/ 1X PINE SOFFIT
1X PINE
WHITE
WHITE
WHITE
ROOFING 30 YR ASPHALT SHINGLES TBD
WEATHER BARRIER SYNTHETIC UNDERLAYMENT
ROOF DECKING 1X8 T&G PINE DECKING
EAVE OVERHANGS 4" W/ 1X PINE SOFFIT
RAKES 1X PINE
EXTERIOR SIDING 1X8 PINE SHIPLAP SIDING
OTHERS
OTHERS
8'-0" x 8'-0"8' x 8' PINE SPLIT SLIDING DOOR BY OTHERSOTHERS1D(TWO 4'-2" X 8'-2" PANELS)
4"
O.H.
4"
O.H.
O.H.
10"
10"
O.H.
10"
O.H.
10"
O.H.
CC
A
B
C
D
OUTLINE OF OPEN
SLIDING DOOR
8X12 CANTILEVER
RIDGE BEAM
8X12 CANTILEVER
RIDGE BEAM
R.HINGE
1E 6' x 7' PINE DOUBLE MAN DOOR BY OTHERS 6'-0" x 7'-0"OTHERS
E
CODE 780 CMR NINTH EDITION.
LETTER QTY RGH. OPG (WxH)
WINDOW MANUFACTURE: TBY
A 2'-4 1/2" X 3'-6 1/4"
MODEL EGRESS
3
TEMP.
2436 WINDOW BY OTHERS
B
NONO
COLOR GRILL
N/A 6/6
WINDOW SCHEDULE
2 TEMPERED 2436 WINDOW BY 2'-4 1/2" X 3'-6 1/4"YESNON/A 6/6OTHERS
NO NOC3/3N/A2 3'-0 1/2" X 3'-6 1/4"3036 WINDOW BY OTHERS
NO NOD2/3N/A4 2'-6 1/2" X 2'-0 1/4"2620 WINDOW BY OTHERS
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
+/-22'-8"OVERALL12'-8"PLATEHEIGHT4'-0"MIN.7'-101/2"PLATEHEIGHT+/-25'-8"OVERALL4'-0"MIN.12'-8"PLATEHEIGHT+/-22'-8"OVERALL10:12 PITCH
5'-6"6'-6"8'-0" DOOR R.O.6'-6"5'-6"
DOOR R.O.
22'-0" BARN 10'-0" ENCLOSED LEAN-TO
32'-0" OVERALL
32'-0" OVERALL
4'-01/2"2'-81/2"5'-7"8'-0"3'-81/2"6'-0" DOOR R.O.1'-111/2"
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:
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.
05-04-22
(NONE)
LEFT ELEVATION
1/8" = 1'-0"SCALE:
2
TF-2
REAR ELEVATION
1/8" = 1'-0"SCALE:
1
TF-2
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
6901
TF- OF 82
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
12
10
12
10
125.7
STEP FOOTING
AS NECESSARY
RETAINING WALL
BY OTHERS
GRADE
GRADE
GRADE
SIDING LAP
TBY CONSTRUCTION SCOPE OF SERVICES
10"
O.H.
10"
O.H.
10"
O.H.
4"
O.H.
4"
O.H.
4"
O.H.
4"
O.H.
B
B
A
PINE GABLE VENT
8X12 CANTILEVER
RIDGE BEAM
CODE 780 CMR NINTH EDITION.
D D D
D
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
SUPPLY BY THE BARN YARD, INSTALLATION BY OTHERS:
- STRUCTURAL TIMBER FRAME COMPONENTS
- 1x8 T&G PINE ROOF & FLOOR DECKING
- 1X8 SHIPLAP PINE FOR SIDING AND TRIM
EXCLUSIONS INCLUDE BY ARE NOT LIMITED TO:
- FOUNDATION
- SLIDING DOORS AND HARDWARE
- MAN DOORS AND HARDWARE
- ALL WINDOWS AND HARDWARE
- ROOFING AND ASSOCIATED BUILDING MATERIALS
PER CONTRACT NO. 6901 AND ANY APPROVED
CHANGE ORDERS
7'-101/2"PLATEHEIGHT4'-0"MIN.12'-8"PLATEHEIGHT+/-22'-8"OVERALL+/-25'-8"OVERALL4'-0"7'-101/2"PLATEHEIGHT+/-25'-8"OVERALL12'-8"PLATEHEIGHT10:12 PITCH
5.7:12 PITCH
32'-0" OVERALL
8'-0" DOOR R.O.9'-7"2'-9"
10'-0" ENCLOSED LEAN-TO 22'-0" BARN
32'-0" OVERALL
5'-03/8"6'-75/8"
5'-57/8"10'-61/8"10'-61/8"5'-57/8"
FOUNDATION PLAN
3/16" = 1'-0"SCALE:
1
TF-3
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.
05-04-22
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
TF- OF 8
6901
3
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
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-3
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.
5/8"ø x 12" J-HOOK @ 4' O.C MAX EMBED 9"
= SIMPSON STRONG-TIE LSTHD8
STRAP HOLD-DOWN ( 1 OF 14)
(DIM. TO HOLD-DOWN CENTER LINE)
T.O.W. ELV 0'-0"
T.O.W. ELV 0'-0"
FIN. FL. ELV. (-) 0'-8"
FIN. FL. ELV. (-) 0'-8"
T.O.W. ELV (-) 3'-0"
FIN. FL. ELV. (-) 3'-8"
T.O.W. ELV (-) 3'-0"
FIN. FL. ELV. (-) 3'-8"
EXTEND SLAB 1" PAST FND
12" FND DROP TYP
EXTEND SLAB 1" PAST FND
EXTEND SLAB
12" FND DROP TYP
4" CONC. SLAB ON GRADE
W/ FIBER MESH REINFORCEMENT
- 6 MIL VAPOR BARRIER UNDER SLAB
- 6" MIN COMPACTED GRAVEL
- NO PITCH SLAB
4" CONC. SLAB ON GRADE
W/ FIBER MESH REINFORCEMENT
- 6 MIL VAPOR BARRIER UNDER SLAB
- 6" MIN COMPACTED GRAVEL
- NO PITCH SLAB
5/8"x12" ANCHOR BOLTS
EXPOSED 2" FROM T.O.W.
@ 4'-0" O.C. (MAX)
1" PAST FND
2'-6" X 2'-6" X 10" DEEP
SPRD FTG BELOW SLAB
W/ (4) #4 REBAR E.W.
SCALE: NTS
POST HOLD-DOWN DETAIL3
TF-2
6X8 SILL PL
2x8 PT SILL PL
8" FND WALL
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.
1x8 PINE SHIPLAP SIDING TO
EXTEND 1-1/2" BEYOND PT SILL PLATE
1x8 PINE SHIPLAP SIDING
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
SILL SEAL
BET. PT 2X8 & FND
SECURE TO FND
W/ CIP 5/8"X12"
J-HOOKS
@ 4'-0" O.C
8X8 POST W/ (1) 1"ø
OAK PEG THRU
6X8 SILL
*** INSTALLATION OF SIMPSON STRONG-TIE
LSTHD8 STRAP HOLD DOWN BY
FOUNDATION CONTRACTOR IS MANDATORY***10"4"6"8"4'-0"MIN.8"1-1/2"11'-81/2"8'-7" FND R.O.11'-81/2"3'-9"3'-31/2"5'-0"8'-7"1'-41/2"12'-01/2"8'-7"FNDR.O.1'-41/2"1'-9"6'-7"FNDR.O.1'-8"22'-0"10'-0"11'-0"11'-0"10'-8"10'-8"10'-8"
32'-0"22'-0"10'-0"11'-0"11'-0"10'-8"10'-8"10'-8"
32'-0"
33/4"33/4"33/4"33/4"33/4"33/4"
10'-8"10'-8"10'-8"
4"8"4"
1'-4"3"FNDR.O.
8X8 POST DN TO SILL
W/ 1- 1"ø PEG TYP.
6X8 SILL PL BEARING
ON 2X8PT SILL TYP.
4x6 DOOR JAMB
POST CUT TO FIN. FL. (TYP)
8x8 POST TYP.
CUT TO FIN. FL.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.
05-04-22
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
TF- OF 8
6901
4
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
FRONT 3D RENDERING
NTSSCALE:
2
TF-4
REAR 3D RENDERING
NTSSCALE:
3
TF-4
POST & SILL PLAN
1/8" = 1'-0"SCALE:
1
TF-4 132A B C D
4(1" STANDOFF) (1 OF 2)
ANCHORS & SIMPSON STRONG-TIE
W/ (2) 1/2"X6" THRD ROD
(AT) ANCHOR ADHESIVE
- 8x8 KNIFE PL @ INT. POSTS
8X8 POST DN TO SILL
W/ 1- 1"ø PEG TYP.
6X8 SILL PL BEARING
ON 2X8PT SILL TYP.
4x6 DOOR JAMB
POST CUT TO FIN. FL. (TYP)
4x8 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
10'-8"10'-8"10'-8"
32'-0"
5'-57/8"10'-61/8"10'-61/8"5'-57/8"4'-01/2"2'-81/2"5'-7"8'-0"3'-81/2"6'-0"1'-111/2"32'-0"6'-0"6'-0"8'-0" DOOR R.O.6'-0"6'-0"
32'-0"2'-9"9'-7"8'-0"DOORR.O.3'-81/2"6'-0"DOORR.O.1'-111/2"32'-0"STAIRS UP DOORR.O.10'-8"10'-8"10'-8"
5'-57/8"10'-61/8"10'-61/8"5'-57/8"
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.
05-04-22
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
TF- OF 8
6901
5
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
SECOND FLOOR FRAMING PLAN
1/8" = 1'-0"SCALE:
1
TF-5
ROOF FRAMING PLAN
1/8" = 1'-0"SCALE:
2
TF-5
A B C D
1324A B C D
12434X8 FLOOR JOISTS @ 24"O.C.4X8 FLOOR JOISTS @ 24"O.C.4X8 FLOOR JOISTS @ 24"O.C.4X8RAFTERS@24"O.C.4X10TRUSSESS@24"O.C.8X12 8X12 8X12
8X128X12 8X12
8X8 8X8 8X8
- 3"X24" KNIFE PL
W/ (4) 3/4"X4-1/2" STEEL
PINS (1 OF 8)4X12STRINGERS4X4FLYRAFTERATGABLESTYP4X4FLYRAFTERATGABLESTYPSLOPEDN10:12SLOPEDN10:12SLOPEDN5.7:121
TF-6
2
TF-6
2
TF-6
3
TF-6SIM.
1
TF-7
2
TF-7
3
TF-7
4
TF-7
TYP
TYP TYP
TYP
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
10'-8"10'-8"10'-8"
32'-0"11'-0"11'-0"10'-0"LEAN-TOBELOW22'-0"11'-0"11'-0"10'-0"LEAN-TOBELOW22'-0"10'-8"10'-8"10'-8"
32'-0"
10'-8"10'-8"10'-8"
32'-0"11'-0"11'-0"10'-0"LEAN-TO22'-0"10'-0"LEAN-TO11'-0"11'-0"22'-0"3'-7"12'-81/4"6X10 GIRT 6X8 GIRT 6X8 GIRT
6X8 GIRT6X8 GIRT6X10 GIRT
8X12TIEBEAM8X12TIEBEAM8X12TIEBEAM8X12TIEBEAM8X1O HEADER
8X1OSUMMERBEAMRIDGE
10'-8"10'-8"10'-8"
32'-0"
3
TF-8
SIM.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.
05-04-22
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
TF-6 OF 8
6901
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
SCALE: 1/8"=1'-0"
SECTION - LINE A1
TF-6
SECTION - LINE B
SCALE: 1/8"=1'-0"
2
TF-6
SCALE: 1/8"=1'-0"
SECTION - LINE C3
TF-6
1243 1 2 43
1 2 43
4X8 FLOOR JOISTS
@ 24" O.C.
1X8 T&G DECKING
2'6" X 2'6" SPRD
FTG UNDER SLAB
SEE FND PLAN
12
10
12
10
12 5.7
12
10
12
10 12
10
12
10
12 5.7
125.7
(1" STANDOFF) (1 OF 2)
ANCHORS & SIMPSON STRONG-TIE
W/ (2) 1/2"X6" THRD ROD
(AT) ANCHOR ADHESIVE
- 8x8 KNIFE PL @ INT. POSTS
- 3"X24" KNIFE PL
W/ (4) 3/4"X4-1/2" STEEL
PINS (1 OF 8)4X104X10
4X8
4X64X64 X 8
6X6
8X88X88X88X88X12
6X66X6 4X6
4X
6 4X64
X
84X8 4X84
X
8 4X84
X
8
4X8
8X88X88X88X84X104X8
4X10
4X4 NEWEL POSTS
8X84X84X
6 4X104
X
8 6X64X6
8X88X86X66X6
8X84X8
8X12 4X64X10
4X8
GRADE
GRADE
GRADE
GRADE GRADE
1
TF-8
4X6
6X6
4X6
4X64X6CODE 780 CMR NINTH EDITION.4X4 NAILERS TYP
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'-0" R.O.9'-7"2'-9"
4'-01/2"2'-81/2"5'-7"8'-0" DOOR R.O.3'-81/2"6'-0" DOOR R.O.1'-111/2"
10'-0"11'-0"11'-0"
11'-0"11'-0"10'-0"
32'-0"
32'-0"32'-0"7'-101/2"PLATEHEIGHT4'-0"MIN.12'-8"PLATEHEIGHT+/-22'-8"OVERALL4'-0"MIN.+/-22'-8"OVERALL4'-0"MIN.12'-8"PLATEHEIGHT4'-0"MIN.12'-8"PLATEHEIGHT7'-101/2"PLATEHEIGHT+/-25'-8"OVERALL+/-22'-8"OVERALL7'-101/2"PLATEHEIGHT+/-25'-8"OVERALL+/-25'-8"OVERALL2'-41/2"3'-61/4"8'-0"2'-41/2"3'-61/4"6'-101/2"8'-0"8'-0"713/16"9"9'-41/2"AFF8'-0"AFF11'-0"11'-0"10'-0"
DOOR R.O.
6'-0"7'-0"6'-73/8"5'-05/8"
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.
05-04-22
(NONE)
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
TF- OF 8
6901
7
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
BARNSTABLE, MA 02630
3667 MAIN ST.
SCALE: 1/8"=1'-0"
SECTION - LINE 11
TF-7 SCALE: 1/8"=1'-0"
SECTION - LINE 22
TF-7
SCALE: 1/8"=1'-0"
SECTION - LINE 33
TF-7
SCALE: 1/8"=1'-0"
SECTION - LINE 44
TF-7
A B C D A B C D
A B C D
A B C D
@ 24" O.C.
4X8 FLOOR JOISTS
1X8 T&G DECKING
2'6" X 2'6" SPRD
FTG UNDER SLAB
SEE FND PLAN
(1" STANDOFF) (1 OF 2)
ANCHORS & SIMPSON STRONG-TIE
W/ (2) 1/2"X6" THRD ROD
(AT) ANCHOR ADHESIVE
- 8x8 KNIFE PL @ INT. POSTS
- 3"X24" KNIFE PL
W/ (4) 3/4"X4-1/2" STEEL
PINS (1 OF 8)
GRADE GRADE
GRADE
GRADE
2
TF-84X68X8 4
X
6 4X64
X
6 4X64
X
6
4X64
X
6 4X64
X
6 4X64
X
64X84
X
8 4X84
X
8
4
X
8 4X84
X
84X84X84
X
8 4X84
X
8
4
X
84X84
X
84X88X88X88X8OUTLINE OF OPEN
LEAN-TO LEDGER
IN FRONT
8X88X88X88X88X88X88X88X88X88X88X88X86X10
8X12 8X12 8X12
8X12 8X12 8X12 8X8 8X8 8X8
6X8 6X8 6X8
8X12 CANTILEVER
RIDGE BEAM
CODE 780 CMR NINTH EDITION.
6X8 6X8
2'-61/2"2'-61/2"
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
6'-0"6'-0"8'-0" R.O.6'-0"6'-0"
5'-57/8"10'-61/8"10'-61/8"5'-57/8"
10'-8"10'-8"10'-8"
32'-0"
10'-8"10'-8"10'-8"
32'-0"
10'-8"10'-8"10'-8"
32'-0"
10'-8"10'-8"10'-8"
32'-0"4'-0"7'-101/2"PLATEHEIGHT4'-0"12'-8"PLATEHEIGHT+/-25'-8"OVERALL4'-0"+/-22'-0"OVERALL4'-0"MIN.12'-8"PLATEHEIGHT+/-22'-8"OVERALL4'-01/4"4'-01/4"8'-0"8'-0"AFF9'-61/2"AFF7'-01/16"HEADROOM9"713/16"2'-41/2"3'-61/4"3'-61/4"2'-41/2"3'-61/4"2'-41/2"
3'-01/2"3'-01/2"
5'-57/8"10'-61/8"10'-61/8"5'-57/8"
2'-61/2"2'-01/4"2'-01/4"2'-01/4"
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.
05-04-22
(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
4X8 FLOOR JOIST
@ 24" O.C TYP.
8X12 TIE BEAM
4X6 BRACE
SIMPSON STRONG-TIE
LSTA24 STRAP W/18-10d
FASTENERS, BEND STRAP
@ CORNER
6X8 JOIST GIRT HOUSED
4X6 BRACE IN BAY
DIRECTION
4X4 FLY RAFTER AT EXT.
FACE OF GABLE RAFTER
8X10 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-8
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-8
4X6 BRACE
SIMPSON STRONG-TIE
LSTA24 STRAP W/18-10d
FASTENERS, BEND STRAP
@ CORNER
6X8 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
FRAMING DETAIL
SCALE: 3/4"=1'-0"
1
TF-8
4X8 COLLAR TIE TYP. ALL RAFTERS
4X10 RAFTER @
24" O.C TYP.
3-1/2"X1-1/2" TENON
W/(2) 1" DIA OAK PEGS
3-1/2"X1-1/2" TENON
W/(2) 1" DIA OAK PEGS
THE MASSACHUSETTS BUILDING RESIDENTIAL
30 PSF
140 MPH (3 SEC. GUST)
EASTERN WHITE PINE
SJM
TF-8 OF
6901
PLYMOUTH CARRIAGE BARN KIT FOR:
ROB BAGSHAW
8
BARNSTABLE, MA 02630
3667 MAIN ST.
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
STRUCTURAL NOTES:
ALL WORK SHALL CONFORM TO THE CURRENT
REQUIREMENTS OF 2015 INTERNATIONAL
RESIDENTIAL BUILDING CODE AND MASSACHUSETTS
STATE BUILDING RESIDENTIAL CODE 780 CMR 9TH
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.
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.
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
2'-21/2"3'-0"10"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"1/2"21/2"1/2"
321/64"
3"
321/64"41/2"21/2"