HomeMy WebLinkAboutAP-2024-016 Elevations and Floor PlansBEDROOM
11.75'x13.5'
CLOSET
BATHROOM
LIVING ROOM DINING ROOM
14'x11'
SITTING ROOM
15'x12.5'
15'x11'
LAUNDRY
GARAGE
RETAINING WALL
51'-0"
4"10'-6"28'-2"12'-0"
12'-0"34'-0"
28'-0"
1'-6"
10'-0"
10'-101 2"
12'-3"
11'-81 2"
13'-0"
3'-6"
3'-2"
7'-11"
5'-2"
MUD ROOM
KITCHEN
FRIDGE
RANGE
DW
23'-0"
8'-0"8'-0"
7'-6"
PORCH
4x4 PORCH POSTS SUPPORTED
ON BEAM BELOW
10'-101 2"
FRAME FOR FUTURE 8'-0" OPENING
6'-2"7'-111 2"
10'-0"
17'-11 2"4'-0"
1'-6"
8'-0"
6'-0"7'-0"7'-0"10'-0"
6'-0"
3K,1J ENDS
2J BETWEEN
1K,1J ENDS
2J BETWEEN
2K,1J TYP.
A
C
A A
C
C
D
EE
1
2
3
7
4
4
45
5
5
6
A B
C
C A B
D
LAV.
4
15'-2"
3'-2"
2'-1"
2
5'-43 4"5'-43 4"
5'-3"
4'-0"
4'-4"3'-4"4'-4"
2'-0"
32" CASED
OPENING
3'-0"
A
5'-6"
4'-0"
4'-1"
DECK
3'-6"3'-61 2"BEARING WALL
SHADED
(3) 2x10 HEADER FLUSH (3) 2x10 HEADER FLUSH
GABLE WALL ABOVE
(3) 9.25" LVLS 2ND FL. JOISTS
POST UP/DNPOST UP/DNPOST UP/DNP
O
S
T
U
P
/
D
N POST UP/DNPOST UP/DNPOST UP/DNP
O
S
T
U
P
/
D
NPOST UP/DN3K,1J ENDS
2J BETWEENA A
A A
8
8
5
5
5
5
5
5
5
5
55
55
55
5
5
5
5
5
5
5
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
P
P
P
P
WIND
REQUIREMENTS
140 MPH POST UP/DNCLOSET
BEDROOM BEDROOM
STORAGE
BATHROOM
SITTING AREA
CLOSET
46'-0"
34'-0"12'-0"
6'-0"8'-0"6'-0"8'-0"6'-0"
4'-0"4'-0"
1'-6"
22'-6"
10'-0"
CLOSET
INSTALL TEMP.
INSUL. DOOR
10'-0"
8'-0"24'-0"14'-0"
3'-9"5'-6"5'-6"5'-6"3'-9"
7'-81 2"
4'-21 2"
5'-111 2"3'-6"15'-2"
4'-21 2"
3'-10"
STORAGE
3'-2"
2'-1"
2'-91 2"
5'-0"
2'-10"
8'-4"
2'-4"
8'-1"3'-2"
3'-10"
14'-0"15'-2"
10'-4"
FRAME & INSUL.
SECOND FLOOR
B B B B
C C C C
F
G 10 44
4
4
5
5
5
5
9
3'-31 4"
â 11.875 LVL RIDGE BEAM ABOVE
POST UP/DNPOST UP/DNPOST UP/DNPOST UP/DNPOST UP/DNPOST UP/DNâ (2) 11.875 LVL RIDGE BEAM ABOVE
2
2
2
2
1
1P
1P
1P
1P
â (2) 11.875 LVL RIDGE BEAM ABOVE
2
1
A B
WIND
REQUIREMENTS
140 MPH
#AW #NOTES
A
B
QTY
8
4
WINDOW SCHEDULE
#NOM. SIZE NOTES
1
2
3
4
QTY
1
2 L.H.3/4 G.
DOOR SCHEDULE
1
R.H.C 8
5
6
7
8
9
10
1
1
7
1
32" x 6'8"
30" x 6'8"
96" x 6'8"
32" x 6'8"
36" x 6'8"
24" x 6'8"
1
R.H.
36"x6'8"R.H. F.G.
1 DOUBLE CASEMENT
FOR OPENINGS <4' USE
2x6 HEADERS W/ 1K,1J
L.H.
L.H.30" x 6'8"8
0 30" x 6'8"POCKET
32" x 6'8"TEMP INSUL.
D
DOUBLE HUNG
OWNER SUPPLIED
CASEMENT
AWNING
TW2442
C235
C135
AW31
TW2436
3E
1F
1G
301-304
99-105,201
OWNER SUPPLIED
DOUBLE HUNG
BARN
DOUBLE BARN Description of RevisionDate NameRev
Revision
Client
TitleAll Information, Concepts and Designs contained
here in, is confidential and proprietary
information and is the sole property of
Combination Design. This drawing can not be
duplicated, disclosed, copied or used for any
purpose other than for which it was specifically
furnished without the prior written consent of
Combination Design.
Number
Drawn By
Checked By
Size
Date Drawn
Date Checked
Sheet
Scale
480 MAIN STREET
DENNIS, MA 02638
603.944.2013 (CELL)
Approval
Installation
Conceptual
FLOOR PLANS
Proposal
As Built
Existing
COMBINATION
DESIGN
D
JAMES RESIDENCE
642 SOUTH MAIN STREET
CENTERVILLE, MA
HOUSE PLANS
091922-01
BEW 09/22/22
NOTED
G
SECOND FLOOR PLAN
SCALE: 1/4"=1'
NOTES:
1. SEE CODE CHECKLIST
FOR SPECS, ETC,
FIRST FLOOR PLAN
SCALE: 1/4"=1'
51'-0"
12'-0"28'-2"10'-6"4"
5'-6"
28'-0"
24'-0"
EXISTING
22'-6"
EXIST.
46'-0"
EXIST.
34'-0"
EXIST.
12'-0"
EXIST.
10'-0"
23'-0"
5'-0"
3'-0"6'-0"6'-0"
9'-81 4"
1'-6"
INSTALL(7) SMARTVENTS
PER CODE
NEW CONCRETE BLOCK
FOUNDATION TO
REPLACE EXISTINGNEW CONCRETE BLOCK
FOUNDATION TO
REPLACE EXISTING
EXISTING
GARAGE
3 1
2" STL. LALLY COL. ON
30x30x10 CONC. FTGS.
5'-2"7'-0"7'-6"7'-6"7'-0"7'-0"4'-10"
11'-33 4"46"x56" CONCRETE PADFOR BULKHEAD5
8"Ø ANCHOR BOLTS @ 32" CTRS w/
3x3x1
4" PLATE WASHER TYP. W/ 15"
MIN. EMBEDMENT IN CONC. BLOCK
WALLS ALL CELLS WITH BOLTS TO
BE FULLY GROUTED.
10'-6"
4"
5'-6"
12'-0"
10'-0"
23'-0"
5'-0"
(3) 2x10(3) 2x10
2x10 FLOOR JOISTS
@ 16" CTRS.
2x6 P.T. SILL PLATE
ON SILL SEAL
2x10 FLOOR JOISTS
@ 16" CTRS.
2x6 P.T. SILL PLATE
ON SILL SEAL
2x10 FLOOR JOISTS
@ 16" CTRS.
2x10 RIM BOARD
(3) 2x12 GIRDER
12'-13 4"15'-51 2"
51 4"
(3) 9.25" LVLS
(3) 9.25" LVLS
81 4"
81 4"
4'-81 4"
12'-81 4"POST UPPOST UPPOST UPPOST UPPOST UPPOST UPPOST UPPOST UPPOST UPPOST UPDescription of RevisionDate NameRev
Revision
Client
TitleAll Information, Concepts and Designs contained
here in, is confidential and proprietary
information and is the sole property of
Combination Design. This drawing can not be
duplicated, disclosed, copied or used for any
purpose other than for which it was specifically
furnished without the prior written consent of
Combination Design.
Number
Drawn By
Checked By
Size
Date Drawn
Date Checked
Sheet
Scale
480 MAIN STREET
DENNIS, MA 02638
603.944.2013 (CELL)
Approval
Installation
Conceptual
FOUNDATION
Proposal
As Built
Existing
COMBINATION
DESIGN
D
JAMES RESIDENCE
642 SOUTH MAIN STREET
CENTERVILLE, MA
HOUSE PLANS
091922-02
BEW 09/22/22
NOTED
G
NOTES:
1. SEE CODE CHECKLIST
FOR SPECS, ETC,
FOUNDATION PLAN
SCALE: 1/4"=1'
PARTIAL FLOOR FRAMING
SCALE: 1/4"=1'
12
912
±6
2
1
12
9 12
±6
INSTALL HANDRAILS
PER BUILDING CODE
INSTALL HANDRAILS
PER BUILDING CODE
B A
Description of RevisionDate NameRev
Revision
Client
TitleAll Information, Concepts and Designs contained
here in, is confidential and proprietary
information and is the sole property of
Combination Design. This drawing can not be
duplicated, disclosed, copied or used for any
purpose other than for which it was specifically
furnished without the prior written consent of
Combination Design.
Number
Drawn By
Checked By
Size
Date Drawn
Date Checked
Sheet
Scale
480 MAIN STREET
DENNIS, MA 02638
603.944.2013 (CELL)
Approval
Installation
Conceptual
ELEVATIONS
Proposal
As Built
Existing
COMBINATION
DESIGN
G
JAMES RESIDENCE
642 SOUTH MAIN STREET
CENTERVILLE, MA
HOUSE PLANS
091922-03
BEW 09/22/22
NOTED
0
EAST ELEVATION
SCALE: 1/4"=1'
NOTES:
1. SEE CODE CHECKLIST
FOR SPECS, ETC,
NORTH ELEVATION
SCALE: 1/4"=1'
SOUTH ELEVATION
SCALE: 1/4"=1'
WEST ELEVATION
SCALE: 1/4"=1'
NOTES:
MAX. FINISHED GRADE
TO TOP PLATE: ±22'
MIN. FINISHED GRADE
TO TOP PLATE: ±19'
8'-7"
7'-9"
8'-11 8"
24'-0" EXISTING
5'-0"
12
9 12
±6
10'-0"2x10 @ 16" CTRS
1x8 @ 32" CTRS
2x8 @ 16" CTRS
2x10 @ 16" CTRS
2x10 @ 16" CTRS
(3) 2x10
(3) P.T. 2x12 BEAM
OFFSET JOINTS MIN. 48"
3 1
2" STL. LALLY COL. ON
30x30x10 CONC. FTGS.
3" CONCRETE SLAB ON A 10 MIL
VAPOR BARRIER OVER 6"
COMPACTED GRAVEL BASE
SLOPING 1
8" PER 12" TOWARD
BACK OF HOUSE
SISTER NEW 2X's AS NEEDED
11'-33 4"
5
8"Ø ANCHOR BOLTS @ 32" CTRS
w/ 3x3x1
4" PLATE WASHER TYP.
7"
(2) 11.875" LVL BEAM
(7) SMART VENTS MUST BE
WITHIN 12" OF LOWEST
EXTERIOR GRADE &
INTERIOR SLAB
CONTRACTOR TO
VERIFY EXISTING
FOOTING ARE MIN. 16x8
7"
101 2"
41 2"65 8"
PVC TRIM
BOARDS
2x10 ROOF RAFTERS
3
4" P.T. PLYWOOD
1
8", 50A DUROMETER
RUBBER ROOFING
T&G CEDAR CEILING
2x10 @ 16" CT
RS
2x8 @ 16" CTRS
2x
1
0
@
1
6
"
C
T
R
S
2x10 @ 16" CTRS
SISTER NEW 2X's AS NEEDED
12
9
12
9
2x10 BLOCKING
UNDER WALL
11.875" LVL BEAM
8'-11 8"
8'-7"
24'-0" EXISTING
5'-0"
12 3/4
7'-9"
8'-11 8"
(2) 2x82x10 @ 16" CTRS
1x8 @ 16" CTRS
2x1
0
@
1
6
"
C
T
R
S
2x8 @ 16" CTRS
2x10 @ 16" CTRS
2x8 @ 16" CTRS
7'-53 4"
9'-81 4"
9'-10"
3'-0"
SISTER NEW 2X's AS NEEDED
(3) 2x12 BEAM OFFSET
JOINTS MIN. 48"
3 12" STL. LALLY COL. ON
30x30x10 CONC. FTGS.
3" CONCRETE SLAB ON A 10 MIL
VAPOR BARRIER OVER 6"
COMPACTED GRAVEL BASE
SLOPING 1
8" PER 12" TOWARD
BACK OF HOUSE
ELEVATE
PER CODE
2x4 EXIST.
2x6 NEW
2x6 P.T. SILL PLATE
ON SILL SEAL
(3) PRE-CAST CONC. PIERS 10"Ø
& 22" BASE 52" DEEP MIN. ON
95% COMPACTED GRAVEL
WITH ABU66 & 5
8" ANCHOR
BOLT
LU210
P.T. 2x8 @ 16" CTRS
(3) 2x10 BEAM
6x6 P.T. POST
(2) LEDGERLOK
@ 16" CTRS.
(2) 11.875" LVL BEAM
12
9 12
±6
73 8"
91 4"
4'-31 2"
4'-113 4"3'-61 2"
2x8 @ 16" CTRS
6"
12'-0"3'-0"6'-0"6'-0"
16'-0"2x10 @ 16" CT
RS
2x12 RIDGE PLATE
7'-9"
(3) 2x10
2x6 NEW
(3) P.T. 2x10 BEAM
6x6 P.T. POSTS4x4 BRACING
H2.5A TYP.
FLOOD WATER VENT
INSTALL PER CODE
(3) PRE-CAST CONC. PIERS 10"Ø
& 22" BASE 52" DEEP MIN. ON
95% COMPACTED GRAVEL
WITH ABU66 & 5
8" ANCHOR
BOLT
1'-6"
2x10 FLOOR JOISTS @ 16" CTRS.
Description of RevisionDate NameRev
Revision
Client
TitleAll Information, Concepts and Designs contained
here in, is confidential and proprietary
information and is the sole property of
Combination Design. This drawing can not be
duplicated, disclosed, copied or used for any
purpose other than for which it was specifically
furnished without the prior written consent of
Combination Design.
Number
Drawn By
Checked By
Size
Date Drawn
Date Checked
Sheet
Scale
480 MAIN STREET
DENNIS, MA 02638
603.944.2013 (CELL)
Approval
Installation
Conceptual
SECTIONS
Proposal
As Built
Existing
COMBINATION
DESIGN
D
JAMES RESIDENCE
642 SOUTH MAIN STREET
CENTERVILLE, MA
HOUSE PLANS
091922-04
BEW 09/22/22
NOTED
G
SECTION B
SCALE: 1/4"=1'
NOTES:
1. SEE CODE CHECKLIST
FOR SPECS, ETC,
SECTION C
SCALE: 1/4"=1'
SECTION A
SCALE: 1/4"=1'
PORCH SOFFET
SCALE: 1/4"=1'
SECTION D
SCALE: 1/4"=1'