HomeMy WebLinkAboutRevised construction plans 4.7.2026NEW HOUSE FOR:
44 UNDERPASS ROAD UNIT #2
BREWSTER, MA. (774) 353-2144
McKENZIE ENGINEERING CONSULTANTS
STRUCTURAL ENGINEER:
21 HERITAGE DRIVE YARMOUTH, MA
JAMES IGOE
BREWSTER, MA. (508) 896-6403
MOORE HOME DESIGN COMPANY, LLC
P.O. BOX 2124 949 ROUTE 137
DESIGNED/DRAWN BY:
T1
DWG. NO. :
C BY THOMAS A. MOORE DESIGN CO.COPYRIGHT 2020
FIRST FLOOR PLAN
FIRST FLOOR =1374 S.F.
SECOND FLOOR = 894 S.F.
FRONT ELEVATION8'-4 1/2"SUBFLOOR
FIRST FLOOR7'-8 1/2"SECOND FLOOR
TOP OF PLATE
SUBFLOOR
TOP OF PLATE
8'-4 1/2"SUBFLOOR
FIRST FLOOR7'-8 1/2"SECOND FL.
TOP OF PL.
SUBFLOOR
TOP OF PL.
2.) CONTRACTOR TO VERIFY MATERIALS, DETAILS & FINISHES
COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES,
DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO
ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE
CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES,
BUILDING CONTRACTOR.
FIRST FLOOR TO BE 6'-11" ABOVE SUBFLOOR
& DIMENSIONS IN THE FIELD
IN THE FIELD WITH OWNER
LOCAL CODES INCLUDING THE WFCM 110 MPH
1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS
3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT
STATE BUILDING CODE AND ALL OTHER APPLICABLE
ALL WORK SHALL CONFORM TO THE MASSACHUSETTS
EXPOSURE B MANUAL
5.)
4.)
GENERAL NOTES:
& 1 x 6 SUB-RAKE
TYPICAL WHITE CEDAR
TYPICAL 1 x 8 FASCIA
CORNER BOARDS
TYPICAL 1 x 5/1 x 6
W/ 1 x 3 DRIP BD.
TYPICAL 1 x 8 RAKE BDS.
& FRIEZE BOARDS
5"± TO WEATHER
AT SIDES & REAR
SHINGLE SIDING
BOARDS W/1 x 3 DRIP
TYPICAL 1 x 8 "FLYING RAKE"
TYPICAL ASPHALT
ROOF SHINGLES
12
4±
12
12
12
8±
12
12
NEW SMOKE/CARBON MONOXIDE DETECTORS(96" STUDS)(88" STUDS)(96" STUDS)(88" STUDS)4'-0"AT KNEEWALL
TOP OF PL.4'-0"AT KNEEWALL
TOP OF PL.
RIGHT SIDE ELEVATION
A1
DWG. NO. :
4/7/2026
2025-36
1/4"=1'-0"
PROJ. NO.
SCALE :
DATE :JAMES IGOE21 HERITAGE DRIVENEW HOUSE FOR:YARMOUTH, MATHE DESIGNER AND CAN
THE SOLE PROPERTY OF
THE PLANS SHOWN ARE
NOTE:
EXPRESS WRITTEN
ALTERED WITHOUT THE
NOT BE COPIED,
REPRODUCED AND/OR
CONSENT OF THE
DESIGNER
STAMP :STRUCTURAL ENGINEER:BREWSTER, MA. (774) 353-2144McKENZIE ENGINEERING44 UNDERPASS RD. UNIT #2TYPICAL ASPHALT
ROOF SHINGLES
TYPICAL ASPHALT
ROOF SHINGLES
TYPICAL WHITE CEDAR
CORNER BOARDS
TYPICAL 1 x 5/1 x 6
5"± TO WEATHER
AT SIDES & REAR
SHINGLE SIDING
NEW HEAT DETECTORS DESIGNED/DRAWN BY:MOORE HOME DESIGN COMPANY OF CAPE COD, LLCBREWSTER, MA. (508) 896-6403P.O. BOX 2124 949 ROUTE 137BATHKITCHEN
RANGESINK
REF.
75'-0"24'-0"14'-0"22'-0"1'-0"5' C.O.
DN.
UP
STACK
W.D.
OFFICE
PANTRYCLO.
7' x 3'
ISLAND
CLO.
GAS
F.P.
HALL
COMPUTER/T.V. SPACEDW
DEN/HOME
OUTDOOR
SHOWER
3'-8"5'-3"2'-10"5'-11"
6'-2"16'-2"9'-4"11'-7"3'-1"SHOWER
3' x 4'
2@1'6"
x6'8"
B
C C
E D
2'8" x 6'8"2'8" x 6'8"2'6" x 6'8"2@1'6"
x6'8"
2'0"x6'8"3'
0
"
x
6
'
8
"
2'-2"15'-10"3'-8"4'-0"6'-0"4'-4"3'-4"7'-6"2'-4"3'-6"9'-4"A4
A
A4
B
A
A4
B
A4
ANDERSEN
FWG 8068 L
3'8"x6'8"
BIFOLD
14'-2"12'-10"3'-2"5'-6"
4' x 6'
14R@
7.8"±
7'-1"2'-10"2'-10"5'-7"
AAA
LAYOUT W/ OWNER)
(VERIFY CABINET
A B
14'-0"
GARAGE
2'-0"11'-6"6'-0"12'-0"6'-0"APRON
CONC.
C
C
AP 143K
IJ
6
14
14
14
AP
6
12
6
12
6
12
SHEATH ONE SIDE
OF THIS WALL
3K
IJ2J
3K
IJ
3K
IJ2J2J
3K
2J
3K
2J
3K
2J
3K
2J
3-2 x 12 CORNER TO CORNER
FOR APA PORTAL WALLS
W 10 x 26 or W 8 x 35
STEEL BEAM ABOVE
3-1 3/4" x 11 7/8" LVL's ABOVE
POST DN.
HSS 4" x 3" x 1/4"POST DN.
HSS 3 1/2" x 3 1/2" x 1/4"
6
12
ROOM
LIVING
ROOM
DINING
C
A4
2'-6"9'-0"2'-6"
A4
C
(4" CONC. SLAB ON GRADE
PITCH 2" TO O.H. DOOR)12'-10"11'-2"BATH
MASTER
LIN.
2'
8
"
x
6
'
8
"
SHOWER
3' x 5'
BEDROOM #1
MASTER
CLO.CLO.
9'-0"16'-0"17'-0"10'-0"10'-9"2'-10"6'-8"
(VAULTED CEILING)
A A
3K
1J
3K
1J
2J
D
3'-5"10'-2"3'-5"1'-0"A
A
3'0"x6'8"
2@2'0"
x6'8"
2@2'0"
x6'8"
5'-2"2'-10"2'-10"5'-2"
AAA
3K
IJ
3K
IJ2J2J
12
2'
0
"
x
6
'
8
"
DN.DECK
F CENTERED
ON PEAK
ABOVE
F CENTERED
ON PEAK
ABOVE 5'-0"2'-8"4'-6"8'-10"A4
D
D
A4
E
A4
A4
E
0 5 10 15 20
NOT FOR CONSTRUCTION)(PROGRESS PRINT
12
12
6
12
6
12
6
12
6
12
C MOORE HDC OF CAPE COD, LLC.COPYRIGHT 2026
LIN.
BATH
SECOND FLOOR PLAN27'-0"50'-0"
14'-0"22'-0"1'-0"7.8"±
BEDROOM #2
BEDROOM
CLO.
CLOS.
6'-7"
BEDROOM
MASTER
CLOSETWALK-IN
HALL
BATH
MASTER
LINEN
REAR ELEVATION8'-4 1/2"SUBFLOOR
FIRST FLOOR7'-8 1/2"SECOND FLOOR
TOP OF PLATE
SUBFLOOR
TOP OF PLATE
LEFT SIDE ELEVATION8'-4 1/2"SUBFLOOR
FIRST FLOOR7'-8 1/2"SECOND FLOOR
TOP OF PLATE
SUBFLOOR
TOP OF PLATE
9'-0"8'-3"2'-10"5'-0"2'-4"4'-11"2'-10"4'-3"6'-9"8'-6"6'-9"1'-0"11'-5"10'-0"3'-1"D C C
C C
C C
B
G
G
10'-9"
10'-6"
2'-0"3'-3"5'-4"4'-4"3'-7"3'-2"5'-4"9'-10"3'-2"2'8" x 6'8"2'6" x 6'8"2'6" x 6'8"2'6" x 6'8"2'6" x 6'8"1'8"x6'8"2'0"x6'8"2'0"x6'8"2'8" x 6'8"2'6"x6'8"2'0"x6'8"2'0"x6'8"SHOWER
5' TUB/23'-6"2'-0"1'-6"34'-6"1'-6"
2'-0"12'-0"4'-2"(SHED DORMER)& 1 x 6 SUB-RAKE
TYPICAL WHITE CEDAR
TYPICAL 1 x 8 FASCIA
CORNER BOARDS
TYPICAL 1 x 5/1 x 6
W/ 1 x 3 DRIP BD.
& FRIEZE BOARDS
5"± TO WEATHER
AT SIDES & REAR
SHINGLE SIDING
BOARDS W/1 x 3 DRIP
TYPICAL ASPHALT
ROOF SHINGLES
A3
A
A3
B
A
A3
B
A3
WINDOW SCHEDULE
TYPE
A
D
E
C
B
REMARKS
DOUBLEHUNG
DOUBLEHUNG
AWNING
MANUFACTURER'S UNIT
" " TW 2446
" " A 21
ROUGH OPENING
2'-6 1/8" x 4'-8 7/8"
2'-0 5/8" x 2'-0 5/8"
NOTE #1:CONTRACTOR TO VERIFY ALL QUANTITIES AND SIZES OF NEW WINDOWS WITH OWNER AND
ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS
FASTENERS PER CODE. PANELS TO BE MARKED AND STORED IN BASEMENT.
NOTE #2: CONTRACTOR TO PROVIDE PLYWOOD PANELS FOR EACH WINDOW. INCLUDING PRE-SET
DOUBLEHUNG" " TW 2436 2'-6 1/8" x 3'-8 7/8"
6''-0 3/8" x 3'-5 3/8"" " C335 CASEMENT
12
12
12
8±
3K
1J
3K
1J
2J
3K
1J
3K
1J 2J
14R@
DN.
13'-4"8'-8"2'-2"10'-4"
SHOWER
3' x 5'5'-1"12'-1"7'-3"4'-0"2'-2"11'-10"4'-0"12'-11"12'-1"STAIR ABOVE
PULL-DOWN (96" STUDS)(88" STUDS)(96" STUDS)(88" STUDS)12
8±
C C
3K
1J
3K
1J
2J
A B
1
2
NEW SMOKE/CARBON MONOXIDE DETECTORS
F 2''-0 5/8" x 2'-0 5/8"" " CIR 20 CIRCLE
F WINDOW IN
GABLE ABOVE
C
2'6" x 6'8"
ATTICUNFINISHED 24'-0"14'-0"
C
10'-7"2'-10"10'-7"2'-10"
14'-0"
3K
1J
3K
1J
2J
6
12
6
12
6
12
6
12
A2
DWG. NO. :
1/4"=1'-0"
PROJ. NO.
SCALE :
DATE :
THE DESIGNER AND CAN
THE SOLE PROPERTY OF
THE PLANS SHOWN ARE
NOTE:
EXPRESS WRITTEN
ALTERED WITHOUT THE
NOT BE COPIED,
REPRODUCED AND/OR
CONSENT OF THE
DESIGNER
STAMP :STRUCTURAL ENGINEER:BREWSTER, MA. (774) 353-2144McKENZIE ENGINEERING44 UNDERPASS RD. UNIT #2A3
C
C
A3
4/7/2026
2025-36JAMES IGOE21 HERITAGE DRIVENEW HOUSE FOR:YARMOUTH, MATYPICAL SMARTVENT
FLOOD VENT
DESIGNED/DRAWN BY:MOORE HOME DESIGN COMPANY OF CAPE COD, LLCBREWSTER, MA. (508) 896-6403P.O. BOX 2124 949 ROUTE 13725'-0"16'-0"17'-0"16'-0"9'-0"1'-0"MASTER BEDRM
ROOF OF
3' x 2'6"
ACCESS
DOOR8'-4 1/2"SUBFLOOR
FIRST FLOOR7'-8 1/2"SECOND FLOOR
TOP OF PLATE
SUBFLOOR
TOP OF PLATE
(96" STUDS)(88" STUDS)ANDERSEN TW 24410 2'-6 1/8" x 5'-0 7/8"
G AWNING" " A 251 2'-4 7/8" x 2'-0 5/8"
0 5 10 15 20
NOT FOR CONSTRUCTION)(PROGRESS PRINT
A4
D
D
A4
E
A4
A4
E
C MOORE HDC OF CAPE COD, LLC.COPYRIGHT 2026
36'-0"
22'-0"14'-0"
POCKET
TYPICAL
BEAM
SPACE
(3" CONC. SLAB)
NEWCRAWL
CONCRETE FOOTINGS
TYPICAL 10" x 20"
3"-4" FROM BOTTOM
W/3-#5 BARS FOUNDATION WALL
TYPICAL 8" CONC.
BOTTOM AND MIDDLE
w/ 2-#4 BARS AT TOP
STEEL LALLY COLUMNS
TYPICAL 4" DIA.
CONC. FOOTING
TYPICAL 30" x 30" x 12"
CONC. FOOTING
TYPICAL 36" x 36" x 12"
3-1 3/4" x 9 1/2" LVL CONT.GIRT
POCKET
TYPICAL
BEAM
9'-0"8'-8"3'-8"7'-2"7'-2"
2 x 10 FLOOR JOISTS @ 16" o.c.
FOUNDATION PLAN
A3
A
A3
B
A
A3 B
A32-1 3/4" x 9 1/4" LVL's2-1 3/4" x 9 1/4" LVL'sLALLY COLUMNS
4" DIA. STEEL
FOUNDATION CONTRACTOR TO PROVIDE 5/8" DIA.
NOTE #1:
ANCHOR BOLTS AT 42" o.c. WITH MINIMUM EMBEDMENT OF 7"
INTO CONCRETE. ALL SILL PLATES TO BE CONNECTED USING
3"x3"x1/4" SQUARE PLATE WASHERS.3'-0"2-1 3/4" x 9 1/2" LVL's9 1/2" LVL's
2-1 3/4" x 9 1/2" LVL's2-1 3/4" x
9 1/2" LVL's
2-1 3/4" x
3-2 x 8's 2-2 x 8's 2-2 x 8's 15'-10"10'-0"5'-0"P.T. 2 x 8's @ 16" o.c.
LEDGORLOK BOLTS @ 16" o.c.
P.T. 2 x 8 LEDGER W/ (1)-5/8"
STAGGERED, FLASH BEHIND
2'-0"2'-0"2'-3"9'-6"±2'-3"
14'-0"
APRON
CONC.
75'-0"
9'-9"24'-0"3'-6"±
GARAGE
DROP TOP OF FND.WALL AT DOOR
(4" CONC. SLAB ON GRADE
PITCH 2" TO O.H. DOOR)
14 14
AT O.H. DOORDROP TOP OF FND. WALL
14
14
POST UP/DN.
HSS 3 1/2 x 3 1/2 x 1/4
4'-0"C
A3
A3
C
9"
FLOOD
VENT
FLOOD
VENT
CRAWL SPACE SLAB TO BE WITHIN 12" (ELEVATION WISE) OF LOWEST
NOTE #2:
FINISHED GRADE AROUND THE PERIMETER OF THE FOUNDATION.
CONTRACTOR TO VERIFY ALL FOUNDATION/GRADE ELEVATIONS IN THE FIELD.4'-0"FLOOD
VENT
AND FOOTINGS TO BE 4' BELOW
STEP FOUNDATION WALL
NOTE:
FINISH GRADE - VERIFY IN FIELD
AND FOOTINGS TO BE 4' BELOW
STEP FOUNDATION WALL
NOTE:
FINISH GRADE - VERIFY IN FIELD
17'-0"16'-0"9'-0"1'-0"3'-6"3'-2"3'-2"3'-6"FLOOD
VENT
ACCESS
DOOR
FLOOD
VENT
POCKET
TYPICALBEAM
POCKET
TYPICAL
BEAM
POCKET
TYPICAL
BEAM2 x 10 FLOOR JOISTS @ 16" o.c.3-1 3/4" x 9 1/2" LVL 3-1 3/4" x 9 1/2" LVL 11'-0"
CONC. FOOTING
TYPICAL 36" x 36" x 12"
LALLY COLUMNS
4" DIA. STEEL
9'-8"8'-4"3'-8"±14'-0"61'-0"
24'-2"
A3
DWG. NO. :
1/4"=1'-0"
PROJ. NO.
SCALE :
DATE :
THE DESIGNER AND CAN
THE SOLE PROPERTY OF
THE PLANS SHOWN ARE
NOTE:
EXPRESS WRITTEN
ALTERED WITHOUT THE
NOT BE COPIED,
REPRODUCED AND/OR
CONSENT OF THE
DESIGNER
STAMP :STRUCTURAL ENGINEER:BREWSTER, MA. (774) 353-2144McKENZIE ENGINEERING44 UNDERPASS RD. UNIT #24/7/2026
2025-36JAMES IGOE21 HERITAGE DRIVENEW HOUSE FOR:YARMOUTH, MADESIGNED/DRAWN BY:MOORE HOME DESIGN COMPANY OF CAPE COD, LLCBREWSTER, MA. (508) 896-6403P.O. BOX 2124 949 ROUTE 1378"
6'-0"15'-4"
P.T. 2 x 8's
@ 16" o.c.
3-2 x 8's
LEDGORLOK BOLTS @ 16" o.c.
P.T. 2 x 8 LEDGER W/ (1)-5/8"
STAGGERED, FLASH BEHIND
AT 4'0" DEEP10" DIA. SONOTUBES
AT 4'0" DEEP10" DIA. SONOTUBES
2-2 x 8's 2-2 x 8's 3'-0"1'-0"11'-0"5'-0"
0 5 10 15 20
NOT FOR CONSTRUCTION)(PROGRESS PRINT
A4
D
D
A4
E
A4
A4
E
C MOORE HDC OF CAPE COD, LLC.COPYRIGHT 2026
NOTE 1:
ROOF FRAMING PLAN
OTHERWISE NOTED
2 x 10's @ 16" o.c. UNLESS
ALL ROOF RAFTERS TO BE
2 x 8 RAFTERS @ 16" o.c.
ROOF CONSTRUCTION
TYP. OVERBUILD
2 x 12 RIDGEBOARD2 x 12 RIDGEBOARD2x ON THE FLAT OVERLAYVALLEY2-2 x 10's
2-2 x 10's2-2 x 10's2-2 x 10's2-2 x 10's 2-2 x 10's
POST DN.
50'-0"24'-0"14'-0"22'-0"1'-0"1'-0"34'-6"
2'-0"12'-0"
A3
A A3
B
A
A3
B
A3 2'-0"15'-6"
14'-0"
2 x 12 RIDGEBOARD
BEARING WALL BELOWBEARING WALL BELOWVALLEY2x
ON
THE
F
LAT
OVER
LAY
NOTE 2:ALL HEADERS TO BE 3-2 x 6's UNLESS NOTED OTHERWISE
A4
DWG. NO. :
1/4"=1'-0"
PROJ. NO.
SCALE :
DATE :
THE DESIGNER AND CAN
THE SOLE PROPERTY OF
THE PLANS SHOWN ARE
NOTE:
EXPRESS WRITTEN
ALTERED WITHOUT THE
NOT BE COPIED,
REPRODUCED AND/OR
CONSENT OF THE
DESIGNER
STAMP :STRUCTURAL ENGINEER:BREWSTER, MA. (774) 353-2144McKENZIE ENGINEERING44 UNDERPASS RD. UNIT #2A3
B
C
A3
4/7/2026
2025-36JAMES IGOE21 HERITAGE DRIVENEW HOUSE FOR:YARMOUTH, MADESIGNED/DRAWN BY:MOORE HOME DESIGN COMPANY OF CAPE COD, LLCBREWSTER, MA. (508) 896-6403P.O. BOX 2124 949 ROUTE 1379 1/2" TRUSS JOISTS @ 16" o.c.
SECOND FLOOR FRAMING PLAN
W 10 x 26 or W 8 x 35
A3
A
A3
B
A
A3 B
A3
2-1 3/4" x 7 1/4" LVL's
2-1 3/4" x 9 1/2" LVL'sFLITCH BEAM 2-1 3/4" x 9 1/2" LVL's3-2 x 10 HEADER 3-2 x 6's
3-2 x 6'sw/ 1/2" x 9" STEEL PLATESTEEL BEAM
POST DN.
HSS 4" x 3" x 1/4"
POST DN.
HSS 3 1/2" x 3 1/2" x 1/4"FLITCH BEAM 2-1 3/4" x 9 1/2" LVL'sw/ 1/2" x 9" STEEL PLATEPOST
4 x 6
UP/DN.
POST DN.
4 x 6
POST DN.
3-1 3/4" x 7 1/4" LVL's
POST UP
36'-0"
14'-0"22'-0"1'-0"3-1 3/4" x 7 1/4" LVL's
NOTE 1:ALL HEADERS TO BE 3-2 x 8's UNLESS NOTED OTHERWISE
NOTE 2:ALL POSTS TO BE 4 x 6 UNLESS OTHERWISE NOTED
BLOCK SOLID UNDER
SET BACK DORMER WALL 2'-0"14'-0"
50'-0"
14'-0"24'-0"3-1 3/4" x 11 7/8" LVL's
4 x 6
POST DN.BEARING WALL ABOVE3-2 x 12 CORNER TO CORNER
FOR APA PORTAL WALLS
C
A3
A3
C
2-1 3/4" x
9 1/2" LVL's
16'-0"17'-0"10'-0"9'-0"1'-0"25'-0"
16'-0"9'-0"1'-0"2 x 12 RIDGEBOARD
LVL RIDGEBEAM17'-0"25'-0"2x ON THE FLAT OVERLAY2x
ON
THE
F
LA
T
OVER
LAY
2 x 8 RAFTERS @ 16" o.c.
ROOF CONSTRUCTION
TYP. OVERBUILD
A4
D
D
A4
E
A4
A4
E
A4
D
D
A4
E
A4
A4
E
0 5 10 15 20
NOT FOR CONSTRUCTION)(PROGRESS PRINTCMOORE HDC OF CAPE COD, LLC.COPYRIGHT 2026
8'-4 1/2"SUBFLOOR
FIRST FLOOR7'-8 1/2"SECOND FLOOR
TOP OF PLATE
SUBFLOOR
TOP OF PLATE
8'-4 1/2"SUBFLOOR
FIRST FLOOR 7'-8 1/2"SECOND FL.
TOP OF PLATE
SUBFLOOR
TOP OF PLATE
BUILDING SECTION @ DEN/BATH/BDRMSB
A5
BEDROOMBEDROOM
BATHOFFICE
DEN/
CRAWL SPACE
MASTER MASTER
BEDROOMBATH
LIVING DINING
CRAWL SPACE
TYPICAL ROOF CONST.
- 2 x 10 ROOF RAFTERS @ 16" o.c.
- 1/2" CDX PLYWOOD ROOF SHEATHING
- 15LB. FELT PAPER
- ASPHALT ROOF SHINGLES
(UNLESS NOTED OTHERWISE)
- 2 x 12 RIDGE BOARD
AT ROOF RAFTERS (R=60)
- 8" SPRAY FOAM INSULATION
BUILDING SECTION @ DINING/LIVING
A5
A
TYPICAL ROOF CONST.
- 2 x 10 ROOF RAFTERS @ 16" o.c.
- 1/2" CDX PLYWOOD ROOF SHEATHING
- 15LB. FELT PAPER
- ASPHALT ROOF SHINGLES
(UNLESS NOTED OTHERWISE)
- 2 x 12 RIDGE BOARD
AT ROOF RAFTERS (R=60)
- 8" SPRAY FOAM INSULATION
- 1/2" GYP. BD.
- 'TYVEK'
- W.C. SHINGLE SIDING
- 1/2" PLYWOOD SHEATHING
- 2 x 6 STUDS @ 16" o.c.
- SPRAY FOAM INSULATION (R=30)
TYP. WALL CONST.
- 1/2" GYP. BD.
- 'TYVEK'
- W.C. SHINGLE SIDING
- 1/2" PLYWOOD SHEATHING
- 2 x 6 STUDS @ 16" o.c.
- SPRAY FOAM INSULATION (R=30)
TYP. WALL CONST.
5/8" DIA. ANCHORBOLTS
@ 32" o.c.
CONCRETE FOOTINGS
TYPICAL 10" x 20"
3"-4" FROM BOTTOM
W/3-#5 BARS
FOUNDATION WALL
TYPICAL 8" CONC.
AND BOTTOM
w/ 2-#4 BARS AT TOP
5/8" DIA. ANCHORBOLTS
CONCRETE FOOTINGS
TYPICAL 10" x 20"
3"-4" FROM BOTTOM
W/3-#5 BARS
FOUNDATION WALL
TYPICAL 8" CONC.
AND BOTTOM
w/ 2-#4 BARS AT TOP
2 x 8 CEILING JOISTS @ 16" o.c.
9 1/2" TRUSS JOISTS @ 16" o.c.
2 x 10 FLOOR JOISTS @ 16" o.c.
9 1/2" TRUSS JOISTS @ 16" o.c.
2 x 10 FLOOR JOISTS @ 16" o.c.
2 x 10 CEILING JOISTS @ 16" o.c.
3-1 3/4" x 9 1/2" LVL GIRT
STEEL BEAM BEAM
INSULATION (R=30)
9" BATT.
1 x 3 STRAPPING @ 16" o.c.
1/2" GYP. BD. ON
INSULATION (R=30)9" BATT
1 x 3 STRAPPING @ 16" o.c.
1/2" GYP. BD. ON
2 x 4 STUDS @ 16" o.c.
BOTH SIDES
W/ 1/2" GYP. BD.
2 x 4 STUDS @ 16" o.c.
BOTH SIDES
W/ 1/2" GYP. BD.
INSULATION (R=31)
9" BATT.
3-1 3/4" x 9 1/2" LVL GIRT
A5
DWG. NO. :
1/4"=1'-0"
PROJ. NO.
SCALE :
DATE :
THE DESIGNER AND CAN
THE SOLE PROPERTY OF
THE PLANS SHOWN ARE
NOTE:
EXPRESS WRITTEN
ALTERED WITHOUT THE
NOT BE COPIED,
REPRODUCED AND/OR
CONSENT OF THE
DESIGNER
STAMP :STRUCTURAL ENGINEER:BREWSTER, MA. (774) 353-2144McKENZIE ENGINEERING44 UNDERPASS RD. UNIT #212
12
- 1/2" PLYWOOD SHEATHING
FOUNDATION WALLS
TYPICAL 8" CONCRETE
- SPRAY FOAM INSULATION (R=30)
- W. C. SHINGLE SIDING
w/2-#4 BARS AT TOP
& BOTTOM
CONC. FOOTINGS
TYPICAL 10" x 20"
w/3-#5 BARS CONT.
WITHIN 2"-3" OF BOTT.
- 'TYVEK'
- 1/2" GYP. BD.
TYP. WALL CONST.
- 2 x 6 STUDS @ 16" o.c.
INSULATION (R=30)
9" BATT
3/4" T & G PLYWOOD
SUBFLOOR - GLUED & NAILED
4" CONC. SLAB
STRAPPING @ 16" o.c.
GYP. BD. ON 1 x 3
5/8" FIRE CODE
GARAGE
UNFINISHED
ATTIC
9 1/2" TRUSS JOISTS @ 16" o.c.
BUILDING SECTION @ GARAGEC
A5
2 x 8's @ 16" o.c.
3" CONC. SLAB
SEE FRAMING PLANS
TYPICAL ROOF CONST.
- 2 x 10 ROOF RAFTERS @ 16" o.c.
- 1/2" CDX PLYWOOD ROOF SHEATHING
- 15LB. FELT PAPER
- ASPHALT ROOF SHINGLES
(UNLESS NOTED OTHERWISE)
- 2 x 12 RIDGE BOARD
AT ROOF RAFTERS (R=60)
- 8" SPRAY FOAM INSULATION
4/7/2026
2025-36JAMES IGOE21 HERITAGE DRIVENEW HOUSE FOR:YARMOUTH, MADESIGNED/DRAWN BY:MOORE HOME DESIGN COMPANY OF CAPE COD, LLCBREWSTER, MA. (508) 896-6403P.O. BOX 2124 949 ROUTE 1372 x 10 FLOOR JOISTS @16" o.c.
BUILDING SECTION @ NEW ENTRY
A5
E
- 2 x 6 STUDS @ 16" o.c.
- 1/2" PLYWOOD SHEATHING
- 1/2" GYP. BD.
- W.C. SHINGLE SIDING
NEW WALL CONST.
- 'TYVEK'
NEW ROOF CONST.
- 2 x 10 ROOF RAFTERS @ 16" o.c.
- ASPHALT ROOF SHINGLES
- 15LB. FELT PAPER
@ ROOF RAFTERS (R=60)
- 8" MIN. SPRAY FOAM INSULATION
- 1/2" CDX PLYWOOD ROOF SHEATHING
- 2 x 12 RIDGEBOARD (U.N.O.)
3" CONC. SLAB
INSULATION (R=30)
9" BATT.
MASTER
BEDROOM
1/2" GYP. BD. ON
1 x 3 STRAPPING @ 16" o.c.
SUBFLOOR - GLUED & NAILED
3/4" T & G PLYWOOD
5/8" DIA. ANCHORBOLTS
@ 32" o.c.
3"-4" FROM BOTTOM
W/3-#5 BARSCONCRETE FOOTINGS
TYPICAL 10" x 20"
TYPICAL 8" CONCRETE
FOUNDATION WALLS
w/2-#4 BARS HORIZONTAL
TOP & BOTTOMSPACE
CRAWL
FIRST FLOOR
SUBFLOOR
TOP OF PL.
12
12
2 x 10 FLOOR JOISTS @16" o.c.
BUILDING SECTION @ NEW ENTRY
A5
D
- 2 x 6 STUDS @ 16" o.c.
- 1/2" PLYWOOD SHEATHING
- 1/2" GYP. BD.
- W.C. SHINGLE SIDING
NEW WALL CONST.
- 'TYVEK'
NEW ROOF CONST.
- 2 x 10 ROOF RAFTERS @ 16" o.c.
- ASPHALT ROOF SHINGLES
- 15LB. FELT PAPER
@ ROOF RAFTERS (R=60)
- 8" MIN. SPRAY FOAM INSULATION
- 1/2" CDX PLYWOOD ROOF SHEATHING
- 2 x 12 RIDGEBOARD (U.N.O.)
3" CONC. SLAB
INSULATION (R=30)
9" BATT.
MASTER
BATH
SUBFLOOR
3/4" T & G PLYWOOD
5/8" DIA. ANCHORBOLTS
@ 32" o.c.
3"-4" FROM BOTTOM
W/3-#5 BARSCONCRETE FOOTINGS
TYPICAL 10" x 20"
TYPICAL 8" CONCRETE
FOUNDATION WALLS
w/2-#4 BARS HORIZONTAL
TOP & BOTTOMSPACE
CRAWL
FIRST FLOOR
SUBFLOOR
TOP OF PL.
12
8
HALL
GLUED & NAILED
CL.8'-4 1/2"8'-4 1/2"- SPRAY FOAM INSULATION (R=30)- SPRAY FOAM INSULATION (R=30)
0 5 10 15 20
NOT FOR CONSTRUCTION)(PROGRESS PRINTCMOORE HDC OF CAPE COD, LLC.COPYRIGHT 2026