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GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES AND ALL AUTHORITIES HAVING JURISDICTION.
2. THE CONTRACTOR SHALL EXAMINE THE PROJECT DRAWINGS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND BEFORE PROCEEDING WITH THE WORK.
3. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK.
4. EACH CONTRACTOR SHALL INCLUDE LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. FOR THE COMPLETE CONSTRUCTION OF THE WORK INDICATED AS SPECIFIED BY THEDRAWINGS AND SPECIFICATIONS, UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE BETWEEN CONTRACTOR AND CUSTOMER.
5. MATERIALS AS SPECIFIED ON DRAWINGS AND CONTRACTUAL DOCUMENTS SHALL BE USED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DETAILING AND COORDINATIONIN CONJUNCTION WITH SUBSTITUTIONS MADE TO SPECIFIED MATERIALS.
6. DESIGNER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMSIN CONNECTION WITH THE WORK OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THEFAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS.
7. ALL PLUMBING, MECHANICAL, AND ELECTRICAL WORK IS TO BE COORDINATED BETWEEN THE TRADES AS PART OF THEIR INSTALLATION LAYOUT.
8. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND/OR SHARING TO ENSURE STRUCTURAL STABILITY OF BUILDING DURING CONSTRUCTION.
9. ALL MATERIAL FINISHES AND STYLES INCLUDING BY NOT LIMITED TO EXTERIOR SIDING, ROOFING, WINDOWS, EXTERIOR TRIM, AND INTERIOR AND EXTERIOR MILLWORK, ETC.SHALL BE APPROVED BY CUSTOMER.
10. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND/OR DISCREPANCIES IN PLAN AND REPORT ERRORS TO DESIGNERS PRIOR TO COMMENCEMENT OF THE WORK, AND TO BERESPONSIBLE FOR SAME.
12. PRIOR TO THE STATE OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE REQUIRED DESIGN LOADS WITH GOVERNING CODES AND SITE CONDITIONS. VERIFY WITH THELOCAL BUILDING AGENCIES THE WIND, SEISMIC, SNOW, AND OTHER SPECIAL LOADING CONDITIONS. DESIGNER SHALL BE NOTIFIED OF ALL DISCREPANCIES.
DIMENSIONS:1. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON DRAWINGS.
2. ALL DIMENSIONS TO OPENINGS ARE ROUGH FRAMING UNLESS NOTED OTHERWISE.
3. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.
4. CEILING HEIGHT DIMENSIONS ARE FROM FLOOR SHEATHING TO UNDERSIDE OF ROOF TRUSS OR FLOOR JOIST.
DETAILS:1. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE.
2. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THEPROJECT.
3. FOLLOW ALL MANUFACTURE'S RECOMMENDED SPECIFICATIONS AND INSTALLATION PROCEDURES UNLESS OTHERWISE DIRECTED.
4. PROVIDE ADEQUATE ANCHORAGE, BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, HVAC EQUIPMENT, ETC.
5. PROVIDE FIRE-BLOCKING AND DRAFT-STOPPING IN SPACES CREATED BY CHASES, FURRING, ETC. IN ACCORDANCE WITH THE APPLICABLE CODES.
6. SMOKE ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODES.
7. WINDOW DESIGN INTENDED TO BE IN COMPLIANCE WITH APPLICABLE CODES IN REGARDS TO EGRESS AND SAFETY GLASS. ALL WINDOW SIZES AND REQUIREMENTS TO BEVERIFIED BY CONTRACTOR WITH MANUFACTURER TO ENSURE COMPLIANCE WITH APPLICABLE CODES.
ABBREVIATIONS:CONC. CONCRETE
EXT. EXTERIOR
FLR. FLOOR
FOUND. FOUNDATION
FTG. FOOTING
OH OVERHEAD
SPECS SPECIFICATIONS
TYP. TYPICAL
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WOODLAND PLAN MAIN FLOOR = 1846 SQ. FT.LOWER LEVEL = 1846 SQ. FT.TOTAL LIVING = 3692 SQ. FT.
ROOF = 4089 SQ. FT.GARAGE = 911 SQ. FT.PORCH = 100 SQ. FT.COVERED PATIO = 277 SQ. FT.
SHEET INDEXLABEL TITLEA1 COVER SHEETA2 ELEVATIONSA3 ELEVATIONSA4 FOUNDATION PLANA5 FOUNDATION DETAILSA6 LOWER LEVEL PLANA7 MAIN FLOOR PLANA8 ROOF LAYOUT & WALL SECTION DETAILA9 MAIN FLOOR CABINET DETAILSA10 LOWER LEVEL CABINET DETAILSA11 LOWER LEVEL ELECTRICAL PLANA12 MAIN FLOOR ELECTRICAL PLAN
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FRONT ELEVATION
REAR ELEVATION
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RIGHT ELEVATION
LEFT ELEVATION
CS-3648-E
CS-3648-E
CS
-364
8-E
CS
-364
8-E
UP
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
7' 7'-8" 10'-8" 22'-8" 13'-4"
67'-4"
6'
2'28
'27
'
57'
2'
13'-4"26'28'
54'
6'32
'6'
2'11
'
57'
11'
13'
6'19
'8'
6'-10" 21'-2" 22' 4'
20' 12'
8'
22' 13'-4"
6'
67'-4"
4'19
'4'
20'-9
1/2
"3'
-3"
3'-1
1 1/
2"
11'-3 1/2"2'-0 1/2"3'-2 1/2"16'-3"3'-2 1/2"
13'-2 1/4" 20'-9 3/4" 20'
11'-8 1/4" 14'-3 3/4"
19'
13'
19'
13'
6'
UNEXCAVATED
UNEXCAVATED
109 1/2" FOUNDATION WALL HEIGHT94 7/8" WINDOW HEIGHT
UNLESS OTHERWISE NOTE
VERIFY STEEL BEAM SIZE W/ SUPPLIER
AA5
AA5
AA5
AA5
BA5
BA5
BA5
BA5C
A5
CA5
CA5
CA5
DA5
DA5
DA5
DA5
EA5
EA5
EA5
EA5
DIAGONAL HATCHED AREAREPRESENTS 8" DROP
EA5
EA5
EA5
EA5
FLOOR SYSTEM
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
11 7
/8"
I-JO
IST
S16
" O
.C.
11 7
/8"
I-JO
IST
S16
" O
.C.
11 7
/8"
I-JO
IST
S16
" O
.C.
FLOOR SYSTEM
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
VERIFY STEEL BEAM SIZE W/ SUPPLIER
FIN
AL
STA
IR L
AYO
UT
DE
TE
RM
INE
D B
Y B
UIL
DE
R
AA5
AA5
AA5
AA5
DA5
DA5
DA5
DA5
NOTES: 1. THIS DRAWING IS TO PROVIDE THE MASON OR OTHER RESPONSIBLE CONTRACTOR WITH THE
PROPER FOUNDATION DIMENSIONS. IT IS HIS RESPONSIBILITY TO ENSURE THAT THE FOUNDATION ISCONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE CODES AND SOIL CONDITIONS.
2. HEIGHT OF FOUNDATION AND COLUMN SPACING AS SHOWN ARE CRITICAL. IF CHANGES ARE MADE,THEY MUST BE REPORTED IMMEDIATELY TO W.H.I.
3. ALL FOUNDATION FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM DEPTH OF 4'-0"BELOW GRADE (DEPENDING ON LOCAL FROST CONDITIONS).
4. VENTING AREA OF BASEMENT WINDOWS SHALL BE 1% OF THE BASEMENT FLOOR AREA (2% FOR BOCACODES). COMBUSTION AIR FOR HEATING EQUIPMENT AND FOUNDATION INSULATION TO BE INACCORDANCE WITH APPLICABLE CODES.
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FOUNDATION PLAN
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
9'-1
1/2
" FO
UN
D. W
ALL
HE
IGH
T
8'-9
1/2
" FL
OO
R T
O C
EIL
ING
HE
IGH
T
1'-6
1/8
"
0'-4
"FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
9'-1
1/2
" FO
UN
D. W
ALL
HE
IGH
T
8'-9
1/2
" FL
OO
R T
O C
EIL
ING
HE
IGH
T
0'-4
"
4'-0
"0'
-8"
MIN
.
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
0'-8
" M
IN.
0'-4
"
4'-0
"
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
9'-1
1/2
" FO
UN
D. W
ALL
HE
IGH
T
0'-8
" M
IN.
8'-9
1/2
" FL
OO
R T
O C
EIL
ING
HE
IGH
T
9'-1
1/2
" FO
UN
D. W
ALL
HE
IGH
T
0'-8
" M
IN.
8'-9
1/2
" FL
OO
R T
O C
EIL
ING
HE
IGH
T
UNEXCAVATED
UNEXCAVATED
109 1/2" FOUNDATION WALL HEIGHT94 7/8" WINDOW HEIGHT
UNLESS OTHERWISE NOTE
VERIFY STEEL BEAM SIZE W/ SUPPLIER
DIAGONAL HATCHED AREAREPRESENTS 8" DROP
FLOOR SYSTEM
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
11 7
/8"
I-JO
IST
S16
" O
.C.
11 7
/8"
I-JO
IST
S16
" O
.C.
11 7
/8"
I-JO
IST
S16
" O
.C.
FLOOR SYSTEM
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
VERIFY STEEL BEAM SIZE W/ SUPPLIER
FIN
AL
STA
IR L
AYO
UT
DE
TE
RM
INE
D B
Y B
UIL
DE
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SECTION A-A22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
SECTION B-B22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
SECTION C-C22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
SECTION D-D22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
SECTION E-E22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
TYP. COLUMN BEARING DETAIL
22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
TYP. BEAM POCKET DETAIL22x34 (1" = 1'-0")
11x17 (1/2" = 1'-0")
LINEN5 SHELVES
WH
CS-3648-E
CS-3648-E
CS
-364
8-E
CS
-364
8-E
3/0
3/0
3/0
3/0 2/0
3/0
3/0
UP
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
12'-1"
14'
15'-9
1/2
"
13'-1
0 1/
2"4'
-1 1
/2"
12'-1
"
7'-7 1/2" 10'-1"6'
18'-2
1/4
"
9'-7 1/2"
6'-1
0 3/
4"
6'-1
0 3/
4"
11'-9 1/2"
11'-6
"
3'-6"
5'
5'-5
1/2
"
9'-5"
3'-3"
2'-6" 6'-7 1/2"
3'-6"
13'-2 1/2"
13'-4
1/2
"
13'-4
1/2
"
2'-5
"5'
-11
3/4"
1'-1
0"
15'-7 1/2" 10'-7"
6'
19'-6
1/2
"
5'-1 1/2" 7'-2"
30'-1
"
5'-1
0 1/
2"
9'-5"
12'-1"
EXERCISE ROOM
ART ROOM
BATH 3
OFFICE
LAUNDRY 2
KITCHEN 2
FAMILY
UTILITY/STORAGE
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LOWER LEVEL PLAN1846 SQ. FT.
UP
DN
LINEN5 SHELVES
L
INE
N5
SH
ELV
ES
SH
ELF
W/ R
OD
SH
ELF
W/ R
OD
CLO
SE
T S
HE
LF W
/ RO
D
CLOSET SHELF W/ ROD
CLOSET SHELF W/ ROD
DH
-366
6-E
DH
-366
6-E
3/0 S60
3/0 S63-9L-2-12-S3-5L TR-99-6LIMWDH-2448-GR-TGDH-3648-GR-TG
5/0
DH
-364
8-G
R-T
GD
H-3
666-
ED
H-3
666-
E
DH2-7266-E
DH2-7266-E DH-3666-E
3/0
S68
6
DH2-7260-TG-GRTR2-7212-TG-GR
16 X 7 OH DOOR
9 X 7 OH DOOR
DH
-366
0
3/0
S60
DH-3666
3/03/0
3/0
2/0
3/0
2/0
3/0
3/0
3/0
5/0
6/0
3/0 2/0
CS3666 FX-3666 CS-3666
UP
CC
CbCb
CcCc
55
4'16'6'4'-10 1/2"12'-5 1/2"3'-10"3'-10"
11'-4" 11'-4" 6'-8" 6'-8"
11'-4" 22'-8" 13'-4"
67'-4"
2'-11 1/2" 6'-10" 7'-2 1/2" 3'
20'
3'8'
-11"
17'-1
"3'
6'2'
5'1'
32'
8'
57'
3'3'
6'
26'17'-4"7'-8"3'
54'
6'-8"6'-8"
13'-4"
14'
14'
4'19
'4'
2'28
'27
'
57'
7'-8"7'6'
13'-1"
15'
10'-8
1/2
"
4'-3" 5' 1'-10"
2'-6
"
5'-0
1/2
"
4'-3
"
2'-3 1/2"
2'-6
"
6'-8"
3'-9"
6'-1
"
6'-7
1/2
"
5'3'
7'-7 1/2"
5'
5'
5'-4
1/2
"
2'
2'
11'-1"
6'-9 1/2"5'17'-8 1/2"
10'
6'-1
"4'
6'-9
"
6'-0 1
/8"
13'-8 1/2"
11'-5
"
13'-1
0 1/
2"
3'-6" 10'-2 1/2"
7'-1 1/2"
2'-6"
5'
9'-11"
5'-5
1/2
"
3'-3"
3'-6"
9'-11"
12'
5'-8
"4'
-1 1
/2"
6'1'
-10"
5'-8
"
8'-11 1/2"
16'-1
1 1/
2"
4'-6 1/2"
23'-8
1/2
"
22'-1"
12'-8
1/2
"11
'
8"
13'-0 1/2"
27'-5
"
5'-8
1/2
"21
'-8 1
/2"
67'-4"
14'
20'
14'
6'-10 1/2"
13'-6"
3'-11"
3'-4
"
6'-5
1/2
"
11'-1"
22'-4
"
21'-5 1/2"
6'
DISPLAYNICHE
KITCHEN
BREAKFAST
LAUNDRY
BEDROOM 3
BEDROOM 2
BATH 2
PORCH
GARAGE
GREAT ROOM
COVERED PATIO
WINDOW SEAT
MASTER BDRM
MASTER BATH
W.I.C.
FIREPLA
CE
SIDEWALK
GARAGE APPROACH
CC
CC
CCCC
CCCC
CC
CC
CC
CC CC
CC
CC CC
CC
CC CC
CC
CC CC
CC
CC
CC
CC
CbCb CbCb
CbCb CbCb
BUILDER TO INCLUDERADON FAN
DINING
WOOD CAP
WO
OD
CA
P
109 1/8" WALL HEIGHT94 7/8" WINDOW HEIGHT
UNLESS NOTED OTHERWISE
ALL CLOSETS TO BE 25" DEEP UNLESS OTHERWISE NOTED.
SH
ELF
W/ R
OD
SHELF W/ ROD
13'
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22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")
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INITIAL SET:DATE:
REVISION #1DATE:
REVISION #2DATE:
REVISION #3DATE:
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AIL
: CO
LLIN
@IR
ON
ME
NC
ON
STR
UC
TIO
N.C
OM
WO
OD
LAN
D P
LAN
MAIN FLOOR PLAN1846 SQ. FT.
6 : 1
2
6 : 1
26
: 12
10 : 12
10 : 12
6 : 1
2
6 : 1
2
10 : 12 10 : 12
3 : 12
3 : 12
3 : 1
2
1'-6
"
1'
1'
1'-6
"
1'
1'-6
"
1'-6"
1'
1'-6"
1'-6"
1' 1'
1'-6" 1'-6
"
1'
1'
1'-6
"
1'-6"
1'
1'-6"
1'-6
"
1'-6"
1'-6
"
ROOF- ENGINEERED TRUSSES PER TRUSS DESIGN, 24" O.C.- 12" ENERGY HEEL MIN.- 1/2" OSB SHEATHING WITH CLIPS- FELT UNDERLAYMENT- ARCHITECTURAL SHINGLES- SEE ROOF PLAN FOR ROOF PITCH
CEILING/ATTIC- R-50 INSULATION- 5/8" GYPSUM BOARD
EXTERIOR WALLS- 2x6 STUDS, 16" O.C.- 7/16" OSB SHEATHING- R-19 INSULATION- 6 MIL VAPOR BARRIER- HORIZONTAL SIDING
INTERIOR WALLS- 2x4 STUDS, 16" O.C.- 1/2 GYSUM BOARD EACH SIDE
FLOOR- 3/4" OSB SHEATHING- 11 7/8" I-JOISTS, 16" O.C.
FOUNDATION- 2x6 TREATED PLATE W/ ANCHOR BOLTS 8' O.C.- SILL SEALER- 8" POURED WALL @ 108" W/ DAMP PROOFING- R-13 FURRED WALL AT BASEMENT INTERIOR- 4" POURED CONCRETE FLOOR- 6 MIL POLY VAPOR BARRIER- CONTINUOUS 16x8 CONCRETE FOOTING- DAYLIGHT DRAIN TILE W/ DOWNSPOUTS TIED IN.
OVERHANG- ALUMINUM SOFFIT & FASCIA- 2x8 SUB-FASICA- SEE ROOF PLAN FOR DIMENSIONS
0'-8
" M
IN.
7'-1
0 7/
8" W
IND
OW
HE
IGH
T
1'-0
5/8
"
8'-9
1/2
" FL
OO
R T
O C
EIL
ING
HE
IGH
T
9'-1
1/2
" FO
UN
DA
TIO
N W
ALL
HE
IGH
T9'
-1 1
/8"
WA
LL H
EIG
HT
0'-4
"
0'-8"
ROOF- ENGINEERED TRUSSES PER TRUSS DESIGN, 24" O.C.- 12" ENERGY HEEL MIN.- 1/2" OSB SHEATHING WITH CLIPS- FELT UNDERLAYMENT- ARCHITECTURAL SHINGLES- SEE ROOF PLAN FOR ROOF PITCH
CEILING/ATTIC- R-50 INSULATION- 5/8" GYPSUM BOARD
EXTERIOR WALLS- 2x6 STUDS, 16" O.C.- 7/16" OSB SHEATHING- R-19 INSULATION- 6 MIL VAPOR BARRIER- HORIZONTAL SIDING
INTERIOR WALLS- 2x4 STUDS, 16" O.C.- 1/2 GYSUM BOARD EACH SIDE
FLOOR- 3/4" OSB SHEATHING- 11 7/8" I-JOISTS, 16" O.C.
FOUNDATION- 2x6 TREATED PLATE W/ ANCHOR BOLTS 8' O.C.- SILL SEALER- 8" POURED WALL @ 108" W/ DAMP PROOFING- R-13 FURRED WALL AT BASEMENT INTERIOR- 4" POURED CONCRETE FLOOR- 6 MIL POLY VAPOR BARRIER- CONTINUOUS 16x8 CONCRETE FOOTING- DAYLIGHT DRAIN TILE W/ DOWNSPOUTS TIED IN.
OVERHANG- ALUMINUM SOFFIT & FASCIA- 2x8 SUB-FASICA- SEE ROOF PLAN FOR DIMENSIONS
SHEET:
SCALE:
DATE: 7/22/2019
PR
OJE
CT
INFO
:
22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")
A8
INITIAL SET:DATE:
REVISION #1DATE:
REVISION #2DATE:
REVISION #3DATE:
IRO
N M
EN
CO
NS
TRU
CTI
ON
LLC
702
11TH
ST.
DA
LLA
S C
EN
TER
, IA
500
63
DIR
EC
T: 5
15-2
10-6
014
EM
AIL
: CO
LLIN
@IR
ON
ME
NC
ON
STR
UC
TIO
N.C
OM
WO
OD
LAN
D P
LAN
ROOF PLAN4089 SQ. FT.
TYP. WALL SECTION DETAIL22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
DN
LCB
36R
B18R
SB
36D
/WB
24R
BD
24-3
DB
24R
B15
RB
15L
LCB
36R
B18R
SB
36D
/WB
24R
BD
24-3
DB
24R
B15
RB
15L
WA
2430
R
W3030
W27
30W
3012
W15
30R
W36
1224
TEP84
TEP84
DN
SB
33B
33S
B33
B33
W33
30W
3330
CLO
SE
T S
HE
LF W
/ RO
D
TEP84
TEP84
DN
VS
B30
VS
B30
VD
12-3
DV
SB
30V
SB
30V
D12
-3D
L
INE
N5
SH
ELV
ES
TEP84
TEP84
DN
VCD48VCD48
TEP84
TEP84
SHEET:
SCALE:
DATE: 7/22/2019
PR
OJE
CT
INFO
:
22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")
A9
INITIAL SET:DATE:
REVISION #1DATE:
REVISION #2DATE:
REVISION #3DATE:
IRO
N M
EN
CO
NS
TRU
CTI
ON
LLC
702
11TH
ST.
DA
LLA
S C
EN
TER
, IA
500
63
DIR
EC
T: 5
15-2
10-6
014
EM
AIL
: CO
LLIN
@IR
ON
ME
NC
ON
STR
UC
TIO
N.C
OM
WO
OD
LAN
D P
LAN
KITCHEN22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
LAUNDRY22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
MASTER BATH22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
BATH 222x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
SB42BLS36R
B36
D/WB
CB
15L
B24
-3D
B30
B36
B30
SB42BLS36R
B36
D/WB
CB
15L
B24
-3D
B30
B36
B30
WA
2430
L WA2430RW3630
W36
30
W30
12
W36
12
W4218W
1530
R
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
SB
30B
21-3
DB
30S
B30
B21
-3D
B30
U21
2484
L
W30
30W
3030
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
VDC42VDC42
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
SHEET:
SCALE:
DATE: 7/22/2019
PR
OJE
CT
INFO
:
22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")
A10
INITIAL SET:DATE:
REVISION #1DATE:
REVISION #2DATE:
REVISION #3DATE:
IRO
N M
EN
CO
NS
TRU
CTI
ON
LLC
702
11TH
ST.
DA
LLA
S C
EN
TER
, IA
500
63
DIR
EC
T: 5
15-2
10-6
014
EM
AIL
: CO
LLIN
@IR
ON
ME
NC
ON
STR
UC
TIO
N.C
OM
WO
OD
LAN
D P
LAN
LOWER LEVEL KITCHEN22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
LOWER LEVEL LAUNDRY22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
LOWER LEVEL BATH 322x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")
WH
UP
2x6 BEARING WALL
4" POUREDCONC. FLR.
THICKENEDSLAB
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED WALL
16X8 POURED CONC. FTG.
2X6 SILL PLATEBY BUILDER
4" POUREDCONC. FLR
FLOOR SYSTEM
4" POUREDCONC. FLOOR
8" POURED CONC. WALL
16X8 POURED CONC. FTG.
UNEXCAVATED
GRADE
16X8 POURED CONC. FTG.
4" POUREDCONC. FLOOR
GRADE
8" POURED WALL
16X8 POUREDCONC. FTG.
T.B.D.4"
T.B.D.
T.B.D.
BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER
FAN W/ LIGHT KIT
FAN W/ LIGHT KIT
FAN W/ LIGHT KIT
FAN W/ LIGHT KIT
FLUSH
R
FAN/CAN
R R
RR
RR
RR
R R R
RR
RRR
RRR
R
R
R
RR
RR
GFCI GFCI
GFCI
GFCI
GFCI
GFCI
RA
M
DW
R
GFCI
GFCI
CW
CD
GFCI
R R
R
RTRANSFERSWITCH
SHEET:
SCALE:
DATE: 7/22/2019
PR
OJE
CT
INFO
:
22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")
A11
INITIAL SET:DATE:
REVISION #1DATE:
REVISION #2DATE:
REVISION #3DATE:
IRO
N M
EN
CO
NS
TRU
CTI
ON
LLC
702
11TH
ST.
DA
LLA
S C
EN
TER
, IA
500
63
DIR
EC
T: 5
15-2
10-6
014
EM
AIL
: CO
LLIN
@IR
ON
ME
NC
ON
STR
UC
TIO
N.C
OM
WO
OD
LAN
D P
LAN
LOWER LEVEL ELECTRICAL PLAN
UP
DN
UP
WP
GFCI
FAN W/ LIGHT KIT
R R
R R
2-LI
GH
T B
AT
H2-
LIG
HT
BA
TH FLUSH
FLUSH
FAN/CAN
FAN/CAN
R
R
R
R R
3-LIGHT BATH
CHANDELIER
R R R
FAN W/ LIGHT KIT
R RR
R
R
CHANDELIER
R
R
R
R
PENDANT
FAN W/ LIGHT KIT
FAN W/ LIGHT KIT
FAN/CAN
R
220V 220V
CEILING FAN
R R
RR
RR
FLOOD
FLOOD
FLOOD
OU
TD
OO
R
WP
R R
R R
CD
CW
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
WP
3
R
RRR
R
R
R
R
R
R
PENDANT
PENDANT
ROOF LINE
SHEET:
SCALE:
DATE: 7/22/2019
PR
OJE
CT
INFO
:
22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")
A12
INITIAL SET:DATE:
REVISION #1DATE:
REVISION #2DATE:
REVISION #3DATE:
IRO
N M
EN
CO
NS
TRU
CTI
ON
LLC
702
11TH
ST.
DA
LLA
S C
EN
TER
, IA
500
63
DIR
EC
T: 5
15-2
10-6
014
EM
AIL
: CO
LLIN
@IR
ON
ME
NC
ON
STR
UC
TIO
N.C
OM
WO
OD
LAN
D P
LAN
MAIN FLOOR ELECTRICAL PLAN
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