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SHEET NO.
0.00
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
CO
VE
R S
HE
ET
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
BONUS ROOM
AB: Anchor BoltABV: Above AC: Air ConditioningACC: Access ACOUST: Acoustical ADH: Adhesive ADJ: AdjustAF: Arch FaultAFF: Above Finished Floor AGG: Aggregate ALM: Alarm ALT: AlternateALUM: Aluminum AMT: Amount ANCH: Anchor AP: Access Panel APPROX: Approximate ASPH: Asphalt AVG: Average
-It is the contractor’s responsibility to verify all details and dimensions
-All work shall be performed in accordance with all applicable national,state, and local codes and regulations.
-All dimensions are to rough frame of studs or to the outside of masonry.
-Final cabinet layout will be designed by cabinet supplier.
-All footings to be below frost line and must rest on undisturbed soilcapable of handling the building.
-All penetrations are to be sealed in accordance with state and localcodes.
-Insulate all Plumbing on exterior walls.
SYMBOL LEGEND
"FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS AND MAY VARY FROM
THE FINISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT."
SANDERLING II
BTW: Between BKR: Breaker BLDG: Building BLK: Block BLKG: Blocking BLT-IN: Built-In BM: BeamBOT: Bottom BRG: Bearing BRK: Brick BRKT: Bracket BRZ: Bronze BSMT: Basement
SQ.FT.
1st. FLOOR
H.B.
SQ.FT.
Architectural
Cover Sheet
1.011.021.031.042.012.022.033.014.015.015.02
Front ElevationLeft Side ElevationRight Side ElevationRear ElevationFirst Floor PlanBonus Floor PlanArchitectural Site PlanFoundation PlanRoof PlanFirst Floor Electrical PlanBonus Electrical Floor Plan
TABLE OF CONTENTS
P. LAM: Plastic Laminate PAR: Parallel
PROJECT SQUARE FOOTAGE
6
12 6/12
C/C: Center to Center CAB: Cabinet CAP: Capacity CAV: Cavity CER: Ceramic C.I.: Cast Iron CIR: CircleCJ: Control Joint CLG: Ceiling
ABBREVIATIONS
HB: Hose Bib HDR: Header HGT: Height HM: Hollow Metal HORIZ: Horizontal HW: Hot Water
CLG JT: Ceiling Joist CLO: Closet CLR: Clear CMU: Concrete Masonry Unit C.O.: Cased Opening COL: Column CONC: Concrete CPR: Copper CPT: Carpet CRS: CourseCTR: Center
EA: Each EJ: Expansion Joint ELEC: Electrical ENCL: Enclosure ENG: Engineer EQ: Equal EXH: Exhaust EXIST: Existing
DBL: Double DEG: Degree DEMO: Demolition DEPT: Department DH: Double Hung DIAG: Diagonal DIA: Diameter DIFF: Diffuser DIM: Dimension DISL: Disposal DN: Down DTL: DetailCW: Dish Washer DWG: Drawing
F TO F: Face to Face FA: Fire AlarmFAST: Fastener, FastenFB: Floor Break FD: Floor drain FDN: Foundation
GA: Gauge, Gage GALV: Galvanized GC: General Contractor GEN: General GFI: Ground Fault Interrupted GL: Glass GL BLK: Glass Block GLZ: Glaze GRND: Ground GT: Grout GYP: Gypsum GYP BD: Gypsum Board
IN: Inch INSUL: Insulation INT: InteriorINTERM: Intermediate
STD: Standard STL: Steel STOR: Storage STRT: Straight STRUC: Structural STRUCT: Structural SUR: SurfaceSYP: Southern Yellow Pine SYS: System
NOM: Nominal NTS: Not To Scale
PARTN: PartitionPDS: Pull Down StairPERIM: Perimeter PERP: Perpendicular PH: PhasePL: Plate PLAS: Plaster, Plastic PLBG: Plumbing PLTF: Platform PLYWD: Plywood PNT: Paint PORC: Porcelain PTN: Partition PWR: Power
JST: Joist JT: Joint
QTY: Quantity
TEL: Telephone THK: Thick, Thickness THR: Threshold THRM: Thermal THRU: Through TLT: ToiletTR: TransomTRD: Tread TV: Television TYP: Typical
FGL: Fiberglass FIN: Finish, finishedFIXT: Fixture FLASH: Flashing FLG: Flooring FLG: Flange,FLR: Floor FLUOR: Fluorescent FP: FireplaceFRM: Frame FT: FootFTG: FootingFUR: Furring
TOTAL 2824
384
SQ.FT.
SQ.FT.
605
0
SQ.FT.
SQ.FT.
161
0.00 Cover Sheet
GENERAL NOTES
R & S: Rod and Shelf RA: Return Air RAD: Radius, Radiator RB: RubberREBAR: Reinforcing Bar RECP: Receptacle REINF: ReinforcementREF: Refrigerator REQD: Required RF: Roof RGH: Rough RM: Room RO: Rough Opening
SCH: Schedule SCR: Screen SECT: Section SF: Square Foot SHT: Sheet SHTHG: SheathingSHLVS: Shelves SHWR: Shower SIM: Similar SQ: Square SS: Stainless Steel
UNFIN: Unfinished UNO: Unless Noted Otherwise
VAC: Vacuum VERT: Vertical VIN: Vinyl VLT: Vault VNR: Veneer VT: Vinyl Tile VTR: Vent Through Roof
W/O: Without WD: Wood WH: Water HeaterW.I.C.: Walk In ClosetWIN: Window WP: WaterproofWRSTP: Weatherstripping
MARB: Marble MAS: Masonry MAT: Material MAX: Maximum MFD: ManufacturedMFR: ManufactureMIN: Minimum MIR: Mirror MISC: Miscellaneous MLD: Molding MO: Masonry Opening
O TO O: Out to Out OC: On Center OH: Overhead OPG: Opening OPP: Opposite OUT: Outlet OVFL: Overflow
KIT: Kitchen KP: Kickplate
LCFP: Light Ceiling Fan PackageLMS: Limestone LN: Length LNDG: LandingLNDRY: LaunrdyLNTL: Lintel LT: LightLTG: Lighting LTL: LintelLVL: Laminated Veneer Lumber
6.00
SECTION & DETAIL
ROOF SLOPE
SAMPLE
D-5.0
KEYNOTE
SHOWER HEAD
PERSPECTIVE REPRESENTATION
FLOOR BREAK
F.B.
HOSE BIB
Rendering may not match elevations or plans and is strictlya representation of a 3D model.
169
GARAGE
SQ.FT.120
2nd. FLOOR SQ.FT.
SQ.FT.
0
UNFINISHED BASEMENT
FRONT PORCH
BACK PORCH
1836
PATIO
STEP FOUNDATION
...
...
...
...
GAS LINESHOWER NICHE
S.N.
1
REVISIONS
Sections & Details
6.006.01
DetailsDetails
4 COURSE
3 COURSE
Reviewed For Code Compliance
SHEET NO.
1.01
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
FR
ON
T E
LE
VA
TIO
N
(RIG
HT
-FR
ON
T L
OA
D)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
7’-0
"
10" STORY BOARD
TABBY FOUNDATION
6" CORNER BOARD
6’-6
"
EXPOSED RAFTER TAILS
SHINGLES AS SPEC’D
RIDGE VENT
24/30 GABLE VENT
10" CAP & CROWN HDR & 4" SILL
SHINGLES AS SPEC’D
SQUARE COLUMN(SEE DETAIL)
24
’-7
3/8
"
20"
20"
METAL AS SPEC’D
METAL AS SPEC’D
10" STORY BOARD
TABBY FOUNDATION
GABLE PEDIMENT
7’-0
"
(3) 20/30 WINDOW
8’-1 1
/2"
9’-1 1
/2"
SE
E T
RU
SS
PLA
NS
6" CORNER BOARDHARDIE LAP SIDING
6" CORNER BOARD
HARDIE SHAKE
HARDIE LAP SIDING
HARDIE SHAKE
BRICK STEPS
BRICK ROWLOCK
FLUE PIPE & CHIMNEY
2’-0
"
HVAC BRICK SCREENING
BOARD & BATTEN SHUTTERS
FINISH GRADE
CEILING/PLATE HEIGHT
FINISH FLOOR (F.F.E.)
WINDOW HEADER
12
12
GARAGE CEILING/PLATE
BONUS FLOOR
GARAGE WINDOW HEADER
FINISH FLOOR (F.F.E.)
12
12
APPROX. RIDGE HEIGHT
FINISH GRADE
BONUS CEILING/PLATE
BONUS WINDOW HEADER
12
12
1
1.01 SCALE: 1/4" = 1’-0"
FRONT ELEVATION (RIGHT-FRONT LOAD)
...
...
...
...
Reviewed For Code Compliance
SHEET NO.
1.02
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
LE
FT
EL
EV
AT
ION
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
HARDIE SHAKE
6" CORNER BOARD
BOARD & BATTEN SHUTTERS
HARDIE SHAKES
20"
SHINGLES AS SPEC’D
RIDGE VENT
10" CAP & CROWN HDR4" SIDE & SILL
20"
7’-0
"
6’-6
"
SE
E T
RU
SS
LA
YO
UT
10" COLUMNS(SEE DETAIL)
6’-6
"
8’-1 1
/2"
6" CORNER BOARD
HARDIE LAP SIDING
10" STORY BOARD
TABBY FOUNDATION
9’-1 1
/2"
BRICK STEP(S)
BRICK ROWLOCK
SHINGLES AS SPEC’D
TABBY FOUNDATION
FLUE PIPE & CHIMNEY
HARDIE LAP SIDING
10" STORY BOARD
6" CORNER BOARD
HARDIE LAP SIDING
10" STORY BOARD
BRICK ROWLOCK
SADDLE
12
7.5
CEILING/PLATE HEIGHT
FINISH FLOOR (F.F.E.)
WINDOW HEADER
12
7.5
GARAGE WINDOW HEADER
BONUS WINDOW HEADER
FINISH FLOOR (F.F.E.)
BONUS FLOOR
BONUS CEILING/PLATE
GARAGE CEILING/PLATE
12
7.5
12
5.5
FINISH GRADE
BONUS WINDOW HEADER
12
7
FINISH GRADE
1
1.02 SCALE: 1/4" = 1’-0"
LEFT ELEVATION
...
...
...
...
Reviewed For Code Compliance
soffit to be backed with fire retardant treated wood, 23/32" inch woodsheathing, or 5/8" inch gypsum board for all soffit less than 10' feetof side property lines per R703.11.3. ART 5.26.2016
SHEET NO.
1.03
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
RIG
HT
EL
EV
AT
ION
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
8’-1 1
/2"
6" CORNER BOARD
HARDIE LAP SIDING
10" STORY BOARD
TABBY FOUNDATION
RIDGE VENT
6’-6
"
SE
E T
RU
SS
LA
YO
UT
S
RIDGE VENT
SHINGLES AS SPEC’D
20"
20"
7’-0
"
9’-1 1
/2"
6" CORNER BOARD
HARDIE LAP SIDING
10" STORY BOARD
TABBY FOUNDATION
HARDIE LAP SIDING
SADDLE
10" STORY BOARD
HVAC BRICK SCREENING
10" CAP & CROWN HDR4" SIDE & SILL
SHINGLES AS SPEC’D
FLUE PIPE & CHIMNEY
HARDIE LAP SIDING
6’-6
"
SE
E T
RU
SS
LA
YO
UT
S
RIDGE VENT
SHINGLES AS SPEC’D
6" CORNER BOARD
6’-6
"
SE
E T
RU
SS
LA
YO
UT
S
RIDGE VENT
SHINGLES AS SPEC’D
CEILING/PLATE HEIGHT
FINISH FLOOR (F.F.E.)
WINDOW HEADER
12
7.5
GARAGE WINDOW HEADER
FINISH FLOOR (F.F.E.)
BONUS FLOOR
BONUS CEILING/PLATE
GARAGE CEILING/PLATE
12
7.512
7.5
FINISH GRADE FINISH GRADE
SIL-1.0
6.01
SID-SIL-1.0
HDR-1.0
6.01
SID-HDR-1.0
1
1.03 SCALE: 1/4" = 1’-0"
RIGHT ELEVATION
...
...
...
...
Reviewed For Code Compliance
soffit to be backed with fire retardant treated wood, 23/32" inch woodsheathing, or 5/8" inch gypsum board for all soffit less than 10' feetof side property lines per R703.11.3. ART 5.26.2016
SHEET NO.
1.04
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
RE
AR
EL
EV
AT
ION
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
FLUE PIPE & CHIMNEY
SHINGLES AS SPEC’D
6" CORNER BOARD
TABBY FOUNDATION
HARDIE LAP SIDING
10" CAP & CROWN HDR4" SIDE & SILL
7’-0
"
9’-1 1
/2"
RIDGE VENT
20"
6" CORNER BOARD
7’-0
"
9’-1 1
/2"
HARDIE LAP SIDING
10" STORY BOARD
TABBY FOUNDATION
20"
SHINGLES AS SPEC’D
10" STORY BOARD
BRICK ROWLOCK
BRICK STEP(S)
HVAC BRICK SCREENING
2’-0
"
CEILING/PLATE HEIGHT
FINISH GRADE FINISH GRADE
FINISH FLOOR (F.F.E.)
WINDOW HEADER
12
9
FINISH FLOOR (F.F.E.)
WINDOW HEADER
CEILING/PLATE HEIGHT
12
912
9
12
9
1
1.04 SCALE: 1/4" = 1’-0"
REAR ELEVATION
...
...
...
...
Reviewed For Code Compliance
SHEET NO.
2.01
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
FIR
ST
FL
OO
R P
LA
N
(RIG
HT
-FR
ON
T L
OA
D)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
2x10x12 S
YP
W.H
.
24 PA
NE
LED
24
2-20
6’-1"
24
2-20
28x7
6-CO
26
12’-1"
ST
OR
AG
E
36
x4
8
FB
FB
FB
FB
WALL CAB
REF-SPACE
4848 OFT
WASH SP
RANGE
DRY SP
2440
2450
4’-0 1/2"
TR-5
010
010 x
68
2-18
2x10x12 SYP
20
2’-0
1/2
"
FB
36in
. Ven
ted
Pre
fab
F.P
.
(R.O
. = 3
7 1/
2 W
x 3
7 1/
2 H
)
010 x
68
(2) 2
456
7 1/4"
2x10x12 S
YP
28
26
TR-2810
2x10x12 SYP
FG
2456
(2) 2
456
2x1
0x1
0_
2Y
P
2450
2456
2’-0
"
2’-0
"
2456-T
2456
6’-1"
2440-T
2456
(3) 2
456
28 x 6
8
1’-7
3/4
"
16
’-4
1/4
"
20
26
26 x76 -C
O
28x7
6-CO
28
FB
2-16
FB
2-16
28
20
HB
11
’-6
9/1
6"
2’-7
"
3’-0"
1’-1
0 1
/2"
VA
UL
TE
D C
IEL
ING
2’-0
1/2
"
3’-0"
1’-8"
4’-7 1/2"
2’-0"
8’-0
"
8’-8"
9’-8
1/2
"
4’-3
"
11
’-4
"
27’-4"
6’-0
"
2’-0
"
2’-6
"
3’-5"
15’-5"
2x10x8_2YP
4’-1" 7’-8 1/2"
11’-8 1/2"
2x1
0x1
2_
2Y
P2
x1
0x1
2_
2Y
P
2x10x8_2YP
2x1
0x8
_2
YP
2x1
0x1
2_
2Y
P
19’-4 1/2"
LV
L H
EA
DE
R B
Y S
UP
PL
IER
10’-4 1/2"
2x1
0x1
2_
2Y
P
4’-4 1/2"
2x1
0x8
_2
YP
2x1
0x8
_2
YP
1’-8
"
2’-0
"
2x10x8_2YP
2x1
0x8
_2
YP
9’-6
"
2 8 x 6 8
-15 LITE
2x1
0x8
_2
YP
2x1
0x8
_2
YP
4’-0
"
2456
3’-1 1/2"
11
’-5
"
20
’-5
"
24’-0"
2x1
0x8
_2
YP
2x1
0x8
_2
YP
2x1
0x8
_2
YP
9’-6
"
2’-0"
3’-2
"
3’-2
"
2x1
0x8
_2
YP
6’-5"
4’-3
"
6’-0
"
7’-9
1/2
"
2x1
0x8
_2
YP
2x10x10_2YP
2x10x10_2YP
2x10x10_2YP3’-5"
2’-0"
2x10x10_2YP
8’-1"
2x10x10_2YP
HB
7’-8 1/2"
3’-0"
8’-4"
11’-0"6’-8"
9/0
CLG
10
/0 C
LG
7’-9
1/2
"
2x10x10_2YP
DR
OP
PE
D S
OF
FIT
2x10x10_2YP
3’-4 1/2"
SC
RE
EN
ED
PO
RC
H1
0-1
x 4
x 1
6’
TO
FIR
PO
RC
H C
EIL
ING
11
’-5
"
2’-9 1/2"
3’-2" 2’-6"
5’-8"
12’-0"
14
’-7
"
6’-4"
DIM
EN
SIO
NS
TO
OU
TS
IDE
FA
CE
OF
FR
AM
ED
HE
AD
ER
AB
OV
E
10’-0"
1’-8" 1’-6"
5’-0"
2x10x10_2YP
2x10x10_2YP
2x10x10_2YP
5
’-0
"
3’-4
"
3’-4
"
SLOPE
13
’-5
"
18
’-7
1/2
"
12
’-0
"
3’-4
"
12’-1"
2X
8 W
AL
L
2x10x10_2YP
2x10x10_2YP
2x10x10_2YP
2’-0
"
2’-0"
4’-7
1/2
"
7’-4 1/2" 2’-0"
8"
8"
FLO
OR
JO
IST
16"
O.C
.
4’-9
1/2
"3
’-0
"
2’-9
1/2
"5
’-0
"
2’-0
"1
’-0
"
2’-1
1 3
/4"
11
’-3
3/4
"
6’-0
"
8’-6"
1’-0"
3’-0
3/4
"
4’-9 1/2"
6’-0
"5
’-6
"
7’-4"2’-8"3’-0"
11’-5" 2’-0"
9’-5
"2’-0
" 2’-0"
5 1
/2"
2x6 WALL
3’-9
"
SLOPE
5’-6
"
10
’-6
"1
0’-6
"
6’-0
"
29
’-0
"2
1’-0
"
50
’-0
"
5’-7"10’-0 1/2"
25’-0"18’-6"19’-6"
3’-6"3’-6"
25’-0"38’-0"7’-0"
70’-0"
6’-0
"6
’-0
"5
’-0
"5
’-0
"
2’-7
"8
’-1
0"
2’-7
"
12
’-0
"1
4’-0
"1
0’-0
"1
4’-0
"
50
’-0
"
37’-4"4’-11 1/2"14’-8 1/2"10’-0"3’-0"
70’-0"
30 x 6
8
(2) 2
456
NO
TE
: S
EE
TR
US
S P
LA
NS
FO
R F
RA
MIN
GH
EIG
HT
OF
GA
RA
GE
PL
AT
E/C
EIL
ING
Gird
er
Tru
ss
(2)-
2 x
10
x 8
’H
EA
DE
RS
UP
FO
YE
R
2x10x12 SYP
2’-1
1"
2x10x12 SYP
OPN. SHELVING 5’-0" OPN. SHELVING 5’-0"
FB
2x10x12 SYP
2x10x12 SYP
11’-0"
4’-9
"
2’-0
"
4’-8 1/8"
2 C
AR
GA
RA
GE
MA
ST
ER
BE
DR
OO
M
BE
DR
OO
M #
3
BE
DR
OO
M #
2
KIT
CH
EN
CA
SU
AL
DIN
ING
MA
ST
ER
BA
TH
FO
RM
AL
DIN
ING
PO
RC
H
BA
TH
#1
2x10x12 SYP
2x10x12 S
YP
2x10x12 S
YP
LIV
ING
RO
OM
1010
1010
2x10x12 S
YP
2x10x12 S
YP
6-1
x 4
x 1
6’
TO
FIR
CE
ILIN
G D
OW
N
DIM
EN
SIO
NS
TO
O
UT
SID
E F
AC
E O
F
FR
AM
ED
HE
AD
ER
A
BO
VE
5’-4"
LV
L_
9.2
5x1
.75
10
"
UP
LIF
T R
EQ
UIR
ED
AT
TH
IS C
OL
UM
N
SET WINDOWSAT 6’-6" A.F.F.
3’-6
1/2
"
42x72 (SO)
DROPPEDSOFFIT
6’-0"4’-8 1/8"
TR
AS
H
6 7
/8"
9’-1
0 1
/8"
7’-2
"1
0’-1
0 1
/8"
6 7
/8"
Girder
Tru
ss B
onus B
Girder
Tru
ss B
onus B
(18
)- 2
x 1
0 x
10
’LA
DD
ER
JO
IST
16"
O.C
.3
’-8
3/4
"
SW
ING
VA
RIE
S
IN F
IELD
OO
6’-2
"5
’-4
"
1607
0 O
HD
8"
LV
L_
9.2
5x1
.75
3-30 x
80 -S
L
DW
SEAT
TIL
E
2x10x12 SYP
2x10x12 SYP
2x10x12 S
YP
2x10x12 S
YP
2x10x12 SYP 2x10x12 SYP
MICRO.
LAUNDRY
PA
TIO
O
5 SHLVS
5 SHLVS
1 R & 1 S
1 R
& 1
S
1 R
& 1
S
5 SHLVS
WS-1.0
6.01
WS-1.0
1 R
& 1
S
1 R & 1 S
1 R
& 1
S
1 R & 1 S
SC
R-1
.0
6.01
SC
R-A
L-1
0
SQ
U-1
0
6.00
35_S
Q_10_P
RG
1
2.01 SCALE: 1/4" = 1’-0"
FIRST FLOOR PLAN (RIGHT-FRONT LOAD)
...
...
...
...
Reviewed For Code Compliance
Garage storageunconditioned ormini-split. ART5.26.2016
SHEET NO.
2.02
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
BO
NU
S R
OO
M F
LO
OR
PL
AN
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
BUILT-IN
2x10x12_2YP
RE
MO
VE
SH
EA
TH
ING
A
BO
VE
FO
R H
EA
DR
OO
M
DO
NO
T F
RA
ME
KN
EE
WA
LL
US
E T
RU
SS
’
78
" W
AL
L H
EIG
HT
MIN
IMU
M
8/0 CEILING
NO
TE
:V
ER
IFY
AL
L
INF
OR
MA
TIO
N W
ITH
T
RU
SS
PLA
NS
GA
RA
GE
/HO
US
E
WA
LL
BE
LO
W
HV
AC
LO
CA
TIO
N(V
ER
IFY
W/
SU
PE
RV
ISO
R)
8/0 CEILING
5’-0 1/2"
9" 4’-0" 16’-1" 2’-0"
6’-0
"
DO
NO
T F
RA
ME
KN
EE
WA
LL
US
E T
RU
SS
’
3’-2
"
FIELD VERIFYHDR HGT.
3
’-8
"
3’-6
"
13
’-5
"
3’-6
"
3’-6
"
1’-1
1"
2
’-1
0"
8
’-1
"
3’-6
"
5’-4"
5’-0"5’-0"
6’-8"10’-7"
32’-7"
10’-0"
36
x4
8
24 x50 -
AC
CE
SS
21
’-0
"
8/0 CEILING
2-16
24
2x6
2x6
2x6
2x6
2x6
2x6
2x10x12 SYP
GIR
DE
R T
RU
SS
GIR
DE
R T
RU
SS
SL
OP
ED
CE
ILIN
G
DO
WN 3’-6
"
(2) 2846
SE
AT
FIBERGLASS
BO
NU
S R
OO
M B
1 R
& 1
S
1
2.02 SCALE: 1/4" = 1’-0"
BONUS ROOM FLOOR PLAN
...
...
...
...
Reviewed For Code Compliance
W.H.
STORAGE
MASTER BEDROOM13’-5" x 15’-5"
9’-6" x 7’-8"
OP
TION
AL
STU
DY
DO
OR
OP
TIO
NA
L
FIR
EP
LAC
E
OP
TIO
NA
LO
PTI
ON
AL
50’-0"
70
’-0
"
UP
FOYER
LIVING ROOM
2 CAR GARAGE20’-5" x 24’-0"
BEDROOM #311’-5" x 12’-1"
BEDROOM #211’-5" x 12’-1"
KITCHEN9/0 CLG.
CASUALDINING
9’-8" x 12’-5"
MASTERBATH
FORMALDINING
11’-4" x 11’-8"
PORCH
BATH #1
OP
TION
AL
SE
RV
ICE
DO
OR
OPTIONAL
UTILITY
SINK
18’-0" x 19’-4"
SWING
VARIES
IN FIELD
OO
SEAT
TILE
LA
UN
DR
Y
PATIO12’-0" x 10’-0"
O
SHEET NO.
2.03
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
AR
CH
ITE
CT
UR
AL
SIT
E
(RIG
HT
-FR
ON
T L
OA
D)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
PROPOSED DWELLING#4250
3000 PSI CONCRETE
GARAGE
SCREENEDPORCH
PATIO
FRONT PORCH
3000 PSI CONCRETE
3000 PSI CONCRETE
3000 PSI CONCRETE
N 1
4°0
8’4
0" W
144.3
8’
S 82°26’51" E 33.07’
S 1
7°2
5’2
6"
W 142.8
9’
2 0 . 5 5 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
3 7 .
R= 2 0 0 . 0 0 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
9 2
N 7 8 ° 3 1 ’ 1 0 " WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
6 2
L = 2 0 . 5 7 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
.
R= 1 5 0 . 0 0 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
9 6
N 8 5 ° 1 6 ’ 5 8 " WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
L = 3 8 . 2 9 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’R= 8 0 . 0 0 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
L = 6
S 8 8 ° 2 9 ’ 4 8 " WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
3 . 2 2 ’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’
1
2.03 SCALE: 1" = 10’-0"
ARCHITECTURAL SITE
...
...
...
...
IMPERVIOUS CALCULATIONS
- 39436000 ACTUAL: 2057
HOUSE
=
SQF
ALLOWABLE:
OUTDOOR LIVING HARDSCAPS SQF
TOTAL SQF
2771
0000
3943
DRIVES & WALKS SQF
PATIO & TERRACES SQF
1052
120
POOLS/ LANAI (EXCLUDE WATER SURFACE) SQF0000
Reviewed For Code Compliance
SHEET NO.
3.01
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
FO
UN
DA
TIO
N P
LA
N
(RIG
HT
-FR
ON
T L
OA
D)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
28 x 6
8
31’-4"5’-8"
11
’-6
"
5’-4"
6’-0"
4"
3’-3 1/2" 4’-8 1/2"
6’-6" 2’-0"
24’-3 1/2"
7’-0" 30’-8 1/2"
CO
VE
RE
D P
OR
CH
GR
AD
E L
EV
EL S
LA
B
3’-2" 2’-6"
5’-8"6’-4"
14
’-7
"
32’-3 1/2"
2’-4
1/2
"1
6’-3
"2
’-4
1/2
"
50
’-0
"
25’-0"38’-0"7’-0"
70’-0"
12
’-0
"1
4’-0
"
2’-6
"
10
’-0
"1
4’-0
"
6’-2
"
27’-4"11’-0"
10’-0"
12
’-0
"
3’-2" 2’-6"
3-30 x
80 -S
L
30 x 6
8
AP
PR
OX
IMA
TE
LO
CA
TIO
N
OF
TH
RE
AD
ED
RO
DS
, R
OD
S
TO
BE
12"
FR
OM
EA
CH
CO
RN
ER
AN
D 8
’-0
" O
.C.
MA
X.
AT
IN
TE
RM
IDA
TE
LO
CA
TIO
NS
4"
CO
NC
RE
TE
SL
AB
4"
CO
NC
RE
TE
SL
AB
4"
CO
NC
RE
TE
SL
AB
37’-0 1/2" 32’-3 1/2"
11
’-0
"6
’-0
"1
2’-0
"
NO
TE
: D
RO
P E
XT
ER
IOR
SL
AB
SB
EL
OW
MA
IN S
LA
B A
S
SP
EC
’D B
Y C
ON
TR
AC
TO
R
1’-0"
9’-9
1/2
"3
’-5
1/2
"7
’-9
"
50
’-0
"
8" 6’-4" 38’-0" 5’-4" 19’-8"
21
’-0
"2
9’-0
"
37’-8 1/2"
70’-0"
1607
0 O
HD
3’-6
"4
’-0
"
3 1/2"3’-0"
RE
CE
SS
SH
OW
ER
SL
AB
2"
W/
TH
ICK
EN
ED
SLA
BA
T P
ER
IME
TE
R
2 8 x 6 8
-15 LITE
10
’-1
1 1
/2"
8’-1
"9
’-1
1 1
/2"
8 1/2"
OO
O
BR
I-2
.0
6.01
SC
R-B
RI-
20
RS
-1.0
6.01RS
-1.0
ST
R-1
.0
6.00
3C
_P
RG
_S
ID
D-1.1
6.00
3-C-11
F-1
.0
6.00F-1
.0
D-2
.1
6.00
3-C
-21
D-3.1
6.00
3-C-31
D-4
.1
6.00
3-C
-41
D-5
.2
6.00
3-C
-52
TH
R-0
1
6.01
DT
L-T
HR
-01
W.H
.
REF-SPACE
FOUNDATION PLAN NOTES:1). Verify upgrades w/ supervisor.2). Provide conduit / wiring at slab.3). Threaded rods avg. 12" from all corners - AVOID 16" CENTERS
1
3.01 SCALE: 1/4" = 1’-0"
FOUNDATION PLAN (RIGHT-FRONT LOAD)
...
...
...
...
Reviewed For Code Compliance
SHEET NO.
4.01
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
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:4
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:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
RO
OF
PL
AN
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
2x6
2x6
RIDGE VENT
(3)
20
/30
WIN
DO
WS
3’-0"
2’-0
"
FLU
E P
IPE
&C
HIM
NE
Y
12
’-3
5/8
"
12’-4 3/4"
2x6
2x6
2x6
2x6
2x6
2x62
x6
2x6 2
x6
2x6-ERT
2x8
2x8
2x8
2x8
2x10
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x8
2x6
2x6
2x6
2x6
2x8
2x6
2x6
2x6
2x6
2x6 2
x6 2
x6
2x6
2x6
2x6
2x6
2x62
x62
x6
2x6
2x6
2x6
2x6
2x8
2x6
2x6
7.5
0/1
2
7/1
2
2x6
2x6
9/12
2x6
2x62x8
5.5
0/1
2
9/12
12/12
9/12
VALLEY
12/12
7.5
0/1
2
12/12
SL
OP
E C
HA
NG
E
HIP
VALLEY
VALLEY
HIP
VALLEY
VALLEY
HIP
VALLEY
HIP
RID
GE
VE
NT
RIDGE VENT
RIDGE VENT
7’-0
"1
1’-6
1/2
"
1’-2 9/16"
RIDGE VENT
RIDGE VENT
VALLEY
VALLEY
VALLEY
VALLEY
RID
GE
VE
NT
2x6-ERT
2x6-ERT
2x6-ERT
2x6-ERT
2x6-ERT
2x6-ERT
2x6-ERT
2x6-ERT
2x6-ERT
EX
PO
SE
D R
AF
TE
RS
SA
DD
LE
12/12
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
7.5
0/1
2
7/1
2
9/12
7.5
0/1
2
EV
-1.8
6.00
EV
_S
ID_
1.8
EV-1.1
6.00
EV_SID_1.1
2x10x12 SYP
ROOF FRAMING NOTES:
EAVE:GABLE:DORMER (FRONT & SIDES)
1
4.01 SCALE: 1/4" = 1’-0"
ROOF PLAN
17"12"6"
1:2:
3:
4:5:6:7:
OVERHANG NOTES:
...
...
...
...
DIMENSIONS ARE FROM FACE OF FRAMINGROOF TRUSSES TO BE DESIGNED AND ENGINEEREDBY SUPPLIER VERIFY CONFIGURATION W/ TRUSS PLANS
TRUSSES TO DETERMINE OVERHANG FROM FACE OFEXTERIOR VENEER UNLESS NOTED OTHERWISE AT LOCATION
NOTIFY CONTRACTOR OF ANY PLAN DISCREPANCIESR=RIDGE, H=HIP, V=VALLEYVERIFY OPTIONSALL OVER FRAMED AREAS ARE TO MATCH THE SPACING
.4166 SOFFIT INLET
5" = 1.114 OUTLET
119.20
86.65
REQUIRED CALCULATIONS:
107 RIDGE LINEAL FT.1.114 RIDGE OUTLET
208
= .4166 INLET
PROVIDED:
x
x
86.65 119.20 OUTLETINLET +
INLET=
2770
RIDGE VENT
12" LINEAL FOOT
SOFFIT VENT 13.375"
LINEAL FOOT
ATTIC VENTILATION
12"
OUTLET=
= 205.85 NET FREE
-CALCULATIONS SHOWN CONSIDER VENTILATION USED AT LEAST 3 FEET ABOVE CORNICE VENTS.-CATHEDRAL CEILINGS SHALL HAVE A MINIMUM OF 1" CLEARANCE BETWEEN THE BOTTOM OF THE ROOF DECK AND THE INSULATION.
SOFFIT + RIDGE /
(1/150 = .006)
=ROOF SQ. FT.205.85
EAVE PERIMETER
.006
NC RESIDENTIAL CODE R806.2 MINIMUM AREA: THE TOTAL NET FREE VENTILATION AREA SHALL NOTBE LESS THAN 1/150 OF THE SPACE VENTILATED
PROVIDED NET FREE.074
REQUIRED NET FREE=
Reviewed For Code Compliance
W.H
.
36
x4
8
FB
FB
FB
FB
REF-SPACE
WASH SP
RANGE
DRY SP
FB
FB
FB
HB
HB
UP
FB
42x72 (SO)
SW
ING
VA
RIE
S
IN F
IELD
OO
DW
SEAT
TIL
E
MICRO.
O
SHEET NO.
5.01
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
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28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
FIR
ST
FL
OO
R E
LE
CT
RIC
AL
PL
AN
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
WP
WP
S
S3
D
42"
D
D
L
SC
42" D
PE
ND
AN
T
PE
ND
AN
T
LCFP
D
1 X 4
TV
AF
SS
S
3
S
F
L
F
WP
S
3
S
S
3
S
3
L
F
L
F
L
L
L
S
F
S
TV TV
SS
S
42"
S
WP
S
AF
S
S
S
42"
1 X 4
GFI
D
S
SC
8’-1 1/2"
24
’-9
1/2
"10
’-6
"
1 X 4
S
42"
1 X
4
D
LF
LC
FP
S
200
AM
P
WP
LC
FP
S
GFI
FP
CO
ND
UIT
D
S 3
3
S
AF
AF
AF
SC
GFI
42"GFI
42"GFI
PE
ND
AN
T
3S
CL
GLV
S
3 S
S
SS
SSS
SS
S
S
C
S
S3
S
TVTV
SSS
S
3
S4
4
1
5.01 SCALE: 1/4" = 1’-0"
FIRST FLOOR ELECTRICAL PLAN (RIGHT-FRONT LOAD)
...
...
...
...
D3 S
CFP
HANGING
C
S
S3 S
4 S
D S
LCFP
Clg
GFI
DWP
TV
DF S
AFI
BATH STRIP LIGHT
FLUORESCENT PACKAGE
LIGHTED CEILING FAN PACKAGE
CEILING FAN PACKAGE
VANITY GLOBE LIGHT
U.C.
PENDANT
UNDER CABINET LIGHT FIXTURE
PENDANT LIGHT FIXTURE
SC
AMP
2 or 3 MULTIMEDIA OUTLET
CEILING FIXTURE - FLUSH MOUNT
STRUCTRUAL WIRE PANEL
ELECTRICAL PANEL
FLOOD LIGHT
BATH FAN
BATH FAN / LIGHT COMBO
HANGING CEILING FIXTURE
WALL FIXTURE SINGLE
RECESSED CAN LIGHT FIXTURE
EXTERIOR WALL FIXTURE
RECESSED EYEBAL CAN FIXTURE
Clg
SMOKE DETECTOR WALL/CLG
GENERAL NOTE:
ELECTRICAL FIXTURES, SWITCHES,
OUTLETS, ETC. ARE APPROXIMATE
LOCATIONS. LOCATIONS MAY VARY
BASEED ON FRAMING AND OR LOCAL CODE
DIMMER SWITCH -- FAN
DUPLEX OUTLET
CEILING OUTLET
GROUND FAULT INTERRUPT
FLOOR OUTLET
DOOR BELL & CHIMES
ARC FAULT INTERRUPT
TELEVISION OUTLET
DEDICATED OUTLET
WATERPROOF OUTLET
TELEPHONE OUTLET
SINGLE POLE SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
DIMMER SWITCH
SWITCH AND OUTLET
DIMMER SWITCH -- 3-WAY
GFI42
DUPLEX OUTLET - COUNTERTOP42
GROUND FAULT INTERRUPT - CNTRTOP
CARBON SMOKE DETECTOR WALL/CLG
CEILING OUTLET - LOW VOLTAGELV
MM2
S.W.P.
Reviewed For Code Compliance
2014 NEC.ART 5.26.2016
36
x4
8
DO
WN
SE
AT
FIBERGLASS
SHEET NO.
5.02
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
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:4
25
0 K
ING
ST
ON
CO
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28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
BO
NU
S R
OO
M E
LE
CT
RIC
AL
PL
AN
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
S
KE
YL
ES
S
F
L
SS
42"
F
L
TV
TO
SW
ITC
H
BE
LO
WSS
LC
FP
AF
GFIS
S
D
S
3
1
5.02 SCALE: 1/4" = 1’-0"
BONUS ROOM ELECTRICAL PLAN (RIGHT-FRONT LOAD)
...
...
...
...
D3 S
CFP
HANGING
C
S
S3 S
4 S
D S
LCFP
Clg
GFI
DWP
TV
DF S
AFI
BATH STRIP LIGHT
FLUORESCENT PACKAGE
LIGHTED CEILING FAN PACKAGE
CEILING FAN PACKAGE
VANITY GLOBE LIGHT
U.C.
PENDANT
UNDER CABINET LIGHT FIXTURE
PENDANT LIGHT FIXTURE
SC
AMP
2 or 3 MULTIMEDIA OUTLET
CEILING FIXTURE - FLUSH MOUNT
STRUCTRUAL WIRE PANEL
ELECTRICAL PANEL
FLOOD LIGHT
BATH FAN
BATH FAN / LIGHT COMBO
HANGING CEILING FIXTURE
WALL FIXTURE SINGLE
RECESSED CAN LIGHT FIXTURE
EXTERIOR WALL FIXTURE
RECESSED EYEBAL CAN FIXTURE
Clg
SMOKE DETECTOR WALL/CLG
GENERAL NOTE:
ELECTRICAL FIXTURES, SWITCHES,
OUTLETS, ETC. ARE APPROXIMATE
LOCATIONS. LOCATIONS MAY VARY
BASEED ON FRAMING AND OR LOCAL CODE
DIMMER SWITCH -- FAN
DUPLEX OUTLET
CEILING OUTLET
GROUND FAULT INTERRUPT
FLOOR OUTLET
DOOR BELL & CHIMES
ARC FAULT INTERRUPT
TELEVISION OUTLET
DEDICATED OUTLET
WATERPROOF OUTLET
TELEPHONE OUTLET
SINGLE POLE SWITCH
THREE WAY SWITCH
FOUR WAY SWITCH
DIMMER SWITCH
SWITCH AND OUTLET
DIMMER SWITCH -- 3-WAY
GFI42
DUPLEX OUTLET - COUNTERTOP42
GROUND FAULT INTERRUPT - CNTRTOP
CARBON SMOKE DETECTOR WALL/CLG
CEILING OUTLET - LOW VOLTAGELV
MM2
S.W.P.
Reviewed For Code Compliance
2014 NEC.ART 5.26.2016
SHEET NO.
6.00
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
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28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
DE
TA
ILS
(R
IGH
T-F
RO
NT
LO
AD
)
MO
DE
L:
SA
ND
ER
LIN
G I
I (
CO
AS
TA
L H
AR
DIE
)
SE
RIE
S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)D-1.1
SCALE: 3/4"=1’-0"
EXT. GARAGE WALL SECTION
8"
24"
4" CONC. SLABGRADE
8" CONC. BLOCK
5/8" THREADED RODW/ STANDARD HOOK ENDS
AT 8’-0" O.C. MAX.
3000# CONC. FOOTING W/2) #5 REBAR CONTINUOUS
(MIN. 25" OVERLAP ATALL SPLICES)
2x8 TREATED
2x4 PLATE
OPTIONALINSULATION
D-2.1SCALE: 3/4"=1’-0"
INT. GARAGE/HOUSE WALL SECTION
4" CONC. SLAB
8" CONC. BLOCK
HEADER BLOCK
5/8" THREADED RODW/ STANDARD HOOK
ENDS AT 8’-0" O.C.MAX.
8"
24"
6 MIL VAPORBARRIER
D-3.1SCALE: 3/4"=1’-0"
SIDES & REAR HOUSE WALL SECTION
8"
24"
DOUBLE 2x4 PLATE, BOTTOMPLATE ONLY IS TREATED
GRADE8" CONC. BLOCK
EARTH FILL 5/8" THREADED ROD W/ STANDARD
HOOK ENDS AT 8’-0" O.C. MAX.
3000# CONC. FOOTING W/2) #5 REBAR CONTINUOUS
(MIN. 25" OVERLAP AT ALL SPLICES)
HEADER BLOCK
4" CONC. SLAB
6 MIL VAPORBARRIER
D-4.1SCALE: 3/4"=1’-0"
FRONT HOUSE WALL SECTION
8"
24"
DOUBLE 2x4 PLATE, BOTTOMPLATE ONLY IS TREATED
4" CONC. SLAB
GRADE8" CONC. BLOCK
EARTH FILL 5/8" THREADED ROD W/ STANDARD
HOOK ENDS AT 8’-0" O.C. MAX.
3000# CONC. FOOTING W/2) #5 REBAR CONTINUOUS
(MIN. 25" OVERLAP AT ALL SPLICES)
HEADER BLOCK
6 MIL VAPORBARRIER
D-5.2SCALE: 3/4"=1’-0"
PORCH DETAIL (REAR)
8"
2’-0"
8" CMU BLOCK
3000# CONC.FOOTING W/(2) #5 REBARCONTINUOUS(MIN. 25"OVERLAP AT ALLSPLICES)
1" OVERHANG
4" PORCH SLAB
BRICK ROWLOCK
10"
SQU
10 SCALE: 3/4"=1’-0"
SQUARE (10") FIBERGLASS COLUMN (3-5 CRS.)
SEEROOFPLAN
OVERHANG (COORDINATEW/ EAVE DEATIL)
PARGE COAT
3000# CONC. FOOTINGW/ 2 #5 REBAR
CONTINUOUS(MIN. 25"OVERLAP AT ALL SPLICES)
VERIFY HEADER NEEDED W/TRUSS PLANS
RAFTER TIE (COORDINATEW/ TRUSS PLANS)
(VA
RIE
S)
3"
8"
BRICK ROWLOCKW/ 1" OVERHANG
(VA
RIE
S)
12
(VA
RIE
S)
1’-5"
BEAM WRAP
FRAME LINE
24"
FRAME LINE
FOUNDATION HEIGHT VARIES.
COORDINATE WITH ALL PLANS
AND DETAILS.
-4 COURSE = 3 BLOCK
-5 COURSE = 4 BLOCKS
FUR OUTW/ 2XFRAMING@ 24" O.C.
P.T. 6X6 POST
(2) MTS TWISTSTRAPS
ABU 6x6 POST BASEW/ ANCHOR BOLT
FOOTER
COLUMN HEIGHT
BEAM BRG.
SEE TRUSS PLANS
0’-0" (F.F.E.)-0’-3" PORCH
STR
1.0 SCALE: 3/4"=1’-0"
STAIR DETAIL (3 COURSE PARGE/ SIDING ABOVE)
BRICK
BRICK
SLOPE
HOLD BAND BOARD1/2" OFF OF PORCH
3"
7" (MIN.) RISE
BRICK TREAD
4"
BRICK
1’-0"
THRESHOLD BOARD
BAND BOARD
CONC. SLAB
-(0’-3") PORCH
NATURAL GRADE
(0’-0’’) F.F.E.
-(2’-0’’) T.O.F.
10’-0" CEILING/ PLATE
CLG
04 SCALE: 3/4"=1’-0"
TYP. DROP SOFFIT DETAIL @ BUILT-INS
VERIFY WITH PLANS
1/2" GYP. BD.
DROPPED SOFFIT
2’-3 1/2"
2X4 FRAMING@ 16" O.C.
WALL LINE
1/2" GYP. BD.
VA
RIE
S
BUILT-IN (SEE PLAN)
CROWN MOLDING
CO
OR
DIN
AT
E W
/T
RU
SS
PL
AN
S
OPTIONAL GUTTER(COORD. W/ SPEC’S)
EV
1.1
EAVE - (VINYL BOXING/ PAINTED FRIEZE)
INSUL. AS SPEC’D
INSUL. AS SPEC’D
1/2" GYP. BD.
1/2" GYP. BD. CLG.
WEATHER RESISTANTBARRIER
(2) 2x4 TOP PLATE
2X4 STUDS @ 16" O.C.
SIDING (COOR. TYPW/ ELEVATIONS)
1/2" ROOF DECKING
RAFTER TIE COOR. W/TRUSS PLANS
ROOF SHINGLES AS SPEC’D
METAL DRIP EDGE FLASHINGW/ GUTTER
TRUSS ENGIN. BY MFR.
5/4 COMPOSITE FRIEZE BD.
VENTED VINYL SOFFIT
METAL COIL WRAP FASCIA
15 # ROOF FELT
1’-5"
12
SEEROOFPLAN
2x4 FRAMING 24" O.C.
CO
OR
DIN
AT
E W
/T
RU
SS
PL
AN
S
EV
1.8 SCALE: 1" = 1’-0"
PORCH OVERHANG- (EXPOSED TAILS)
RAFTER TIE COOR. W/TRUSS PLANS
ROOF SHINGLES AS SPEC’D
TRUSS ENGIN. BY MFR.
COLUMN (COORD.W/ PLANS)
PORCH CEILINGAS SPEC’DP.T. 5/4 FASCIA BOARD
RIPPED TO SLOPE(RIPPED TO 3 1/2")
15 # ROOF FELT
1’-5"
2X FUR IN SOFFIT
BEAM WRAP
P.T. 2X BLOCKING BETWEENRAFTER TAILS
P.T. 2X EXPOSTED RAFTERTAIL SCABBED ON TO ENG.
TRUSS @ 4’-0" LENGTHS
BEAMS (COORD. W/ PLANS)
12
SEEROOFPLAN
2’-0"
1/2" ROOF DECKING OVERT&G SOFFIT
24" 5/8" PLYWOOD RIP
24" 3/8" BEADEDPLYWOOD RIP
2’-0"
1" NOTCH IN TRUSS
5/8" THREADED ROD W/STANDARD HOOK ENDSAT 8’-8" O.C. MAX
10
"
24"
F-1.0SCALE: 3/4"=1’-0"
LUG FOOTING DETAIL
3"
30003 CONC. FOOTINGW/ (2) 35 REBAR
3"
6 MIL VAPORBARRIER
Reviewed For Code Compliance
SHEET NO.
6.01
CTDRAWN BY
APPROVED BY
REVISIONS
LE
LA
ND
, N
C
MB
DATE
THIS DRAWING IS THE PROPERTY OF LOGAN
HOMES AND IS NOT TO BE REPRODUCED OR
COPIED IN WHOLE OR PART WITHOUT
PERMISSION OF LOGAN HOMES COPYRIGHT 2012
CIT
Y:
DATE: 05/23/2016
EE-04-0008
ZIP
:
ST
RE
ET
:4
25
0 K
ING
ST
ON
CO
UR
T
28
45
1
LA
YO
UT
:
JOB NUMBER:
REV
LO
GA
N S
PE
CP
RO
JE
CT
:
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IGH
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MO
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SE
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S:
BIR
D
OWNER INITIAL
DATE
I CERTIFY THESE DRAWINGS ARE CORRECT
IN THEIR ENTIRETY. I UNDERSTAND ALL
THE BASIC CONSTRUCTION DETAILS IN SO FAR
AS THEY ARE RELATIVE TO THE FLOOR PLAN
DESIGN, APPEARANCE AND FUNCTIONALITY
OF THE HOME. THESE PLANS REPRESENT THE
HOME CONTRACTED FOR. IN ADDITION, I
UNDERSTAND THAT THESE ARE THE FINAL
CONSTRUCTION DRAWINGS AND WILL
SUPERSEDE "EXHIBIT A" RENDERING & FLOOR
PLAN THAT WAS ATTACHED TO MY CONTRACT
AND OR ANY MODEL HOME THAT MAY HAVE
BEEN VIEWED. I UNDERSTAND THERE CAN BE
NO STRUCTURAL CHANGES AFTER THIS DATE.
DATE
FINAL INTERNAL REVIEW INITIAL /
(AFTER CUSTOMER SIGNATURE)
0’-0" F.F.E.
VERIFY
FOUNDATION
W/ PLANS &
DETAILS
4"
SLOPE
THR
1.0 SCALE: 3" = 1’-0"
RECESSED SLIDER DETAIL
SLIDER THRESHOLD
BY MFR. COORD.
# OF PANELS W/
PLANS & ELEVATIONS
1"
RECESS CONC.
SLAB 1"
EXPANSION JOINT
(VERIFY W/ PLANS) RECESS CONC.
SLAB FOR SLIDER
# OF
PANNEL
SLIDER
SIZE
2
3
3
3
4
6/0 x 8/0
9/0 x 8/0
10/0 x 8/0
12/0 x 8/0
12/0 x 8/0
74"
110"
122"
146"
146"
2x6
2x8
2x8
2x8
2x10
WALL
THICKNESS
RECESSED
WIDTH
RS
1.0 SCALE: 3/4"=1’-0"
RECESSED SHOWER SLAB DETAIL
GLASS PANEL
INSTALLCLIPS PER
MFR. SPECS.
CONT. CAULKJOINT
VARI
ESSE
E EL
EVAT
ION
8"
24"
EXTERIORFRAME LINE
HEADER BLOCKRECESS
CONC. SLAB 2"
GLASS PANEL @
SHOWER FLOOR
INT. WALL @
SHOWER FLOOR
EXT. WALL @
SHOWER FLOOR
2"
6 MIL VAPORBARRIER
WALL COOR.W/ FLOOR PLAN
MUD BED
TILE
TILEMUD BED
THICKENEDSLAB
(0’-0’’) F.F.E.
(-2’’)
ALUMINUM 4X4 STRUCTURALPOST
SCR
1.0 SCALE: 1/2"=1’-0"
ALUMINUM SCREENING (REAR PORCH)
ALUMINUM 2X2 INTERMEDIATEPOST
LEVEL 1
ALUMINUM 1X2 INTERMEDIATEHORIZ. MEMBER
4’-0" (MAX)
BRICK VENEER
4’-10"
SCR
2.0 SCALE: 3/4"=1’-0"
HVAC SCREENING
8" BRICK SOLDIERPROJECTED 1/2"
ON EXTERIOR
BRICK ROWLOCK
8"
24"
GRADE
INSIDEOUTSIDE
SIDING (COORDINATE
TYP W/ ELEVATIONS)
HDR
1.0 SCALE: 3" = 1’-0"
HEADER DETAIL (SIDING)
1/2" GYP. BOARD
WEATHER RESISTANT
BARRIER
CONT. SEALANT
TAPE OVER FLANGE
(2) 2X10 HEADERS
2X4 STUDS @
16" O.C.
PAINTED ALUMINUM
FLASHING
INSUL. AS SPEC’D
WEATHER RESISTANT
BARRIER TO LAP
OVER FLASHING
WINDOW TRIM
(COORDINATE W/
ELEVATIONS)
WINDOW BY MFR.
1/2" STRUCTURAL
SHEATHING
WINDOW SHIM
WINDOW FLANGE
CASING
SIL
1.0 SCALE: 3" = 1’-0"
SILL DETAIL (SIDING)
WINDOW SHIM
2X4 STUDS @
16" O.C.
INSUL. AS SPEC’D
1/2" GYP. BOARD
BACKER ROD
& CONT. SEALANT
CONT. SEALANT
CASING
WINDOW BY MFR.
WEATHER RESISTANT
BARRIER
1/2" STRUCTURAL
SHEATHING
SIDING (COORDINATE
TYP W/ ELEVATIONS)
WINDOW FLANGE
RUN WEATHER
RESISTANT BARRIER
UNDER WINDOW
WINDOW TRIM
(COORDINATE W/
ELEVATIONS)
TAPE OVER FLANGE &
BARRIER
(VA
RIE
S)
2’-0"
SHINGLED AS SPEC’DOVER 15#
FELT OVER 1/2" SHEATHING
TRUSS BY SUPPLIER
RAFTER CLIPAS REQ’D
COORDINATE W/EAVE DETAL
INSULATION AS SPEC’D
1/2"
STRUCTURAL
SHEATHING
2x4 STUDS @16" O.C.
WEATHERRESISTANT
BARRIER
GRADE
SIDING (COOR. TYPW/ ELEVATIONS)
4" CONC.SLAB
EARTH FILL
8" CONC. BLOCK
3000# CONC. FOOTINGW/ 2) #5 REBAR
CONTINUOUS (MIN.25" OVERLAP AT
ALL SPLICES)
INSULATION AS SPEC’D
X
12
SEE PLAN
1/2" GYP. BD.
WS
1.0 SCALE: 3/4"=1’-0"
EXT. WALL SECTION (SIDING)
(VA
RIE
S)
5/8" THREADED RODW/ STANDARD HOOKENDS AT 8’-0" O.C.MAX.
15 1/2"
FOUNDATION HEIGHT VARIES.
COORDINATE WITH ALL PLANS
AND DETAILS.
-4 COURSE = 3 BLOCK
-5 COURSE = 4 BLOCKS
DOUBLE 2x4 PLATE,BOTTOM PLATEONLY IS TREATED(SEAL BOT. PLATEFOR AIRINFILTRATION)
6 MIL VAPORBARRIER
(0’-0’’)
F.F.E.
T.O.F.
CEILING/PLATE HGT.
Reviewed For Code Compliance