14
SHEET NO. 0.00 CT DRAWN BY APPROVED BY REVISIONS LELAND, NC 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 CITY: DATE: 05/23/2016 EE-04-0008 ZIP: STREET: 4250 KINGSTON COURT 28451 LAYOUT: JOB NUMBER: REV LOGAN SPEC PROJECT: COVER SHEET (RIGHT-FRONT LOAD) MODEL: SANDERLING II (COASTAL HARDIE) SERIES: BIRD 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 Bolt ABV: Above AC: Air Conditioning ACC: Access ACOUST: Acoustical ADH: Adhesive ADJ: Adjust AF: Arch Fault AFF: Above Finished Floor AGG: Aggregate ALM: Alarm ALT: Alternate ALUM: 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 soil capable of handling the building. -All penetrations are to be sealed in accordance with state and local codes. -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: Beam BOT: Bottom BRG: Bearing BRK: Brick BRKT: Bracket BRZ: Bronze BSMT: Basement SQ.FT. 1st. FLOOR H.B. SQ.FT. Architectural Cover Sheet 1.01 1.02 1.03 1.04 2.01 2.02 2.03 3.01 4.01 5.01 5.02 Front Elevation Left Side Elevation Right Side Elevation Rear Elevation First Floor Plan Bonus Floor Plan Architectural Site Plan Foundation Plan Roof Plan First Floor Electrical Plan Bonus 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: Circle CJ: 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: Course CTR: 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: Detail CW: Dish Washer DWG: Drawing F TO F: Face to Face FA: Fire Alarm FAST: Fastener, Fasten FB: 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: Interior INTERM: Intermediate STD: Standard STL: Steel STOR: Storage STRT: Straight STRUC: Structural STRUCT: Structural SUR: Surface SYP: Southern Yellow Pine SYS: System NOM: Nominal NTS: Not To Scale PARTN: Partition PDS: Pull Down Stair PERIM: Perimeter PERP: Perpendicular PH: Phase PL: 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: Toilet TR: Transom TRD: Tread TV: Television TYP: Typical FGL: Fiberglass FIN: Finish, finished FIXT: Fixture FLASH: Flashing FLG: Flooring FLG: Flange, FLR: Floor FLUOR: Fluorescent FP: Fireplace FRM: Frame FT: Foot FTG: Footing FUR: 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: Rubber REBAR: Reinforcing Bar RECP: Receptacle REINF: Reinforcement REF: Refrigerator REQD: Required RF: Roof RGH: Rough RM: Room RO: Rough Opening SCH: Schedule SCR: Screen SECT: Section SF: Square Foot SHT: Sheet SHTHG: Sheathing SHLVS: 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 Heater W.I.C.: Walk In Closet WIN: Window WP: Waterproof WRSTP: Weatherstripping MARB: Marble MAS: Masonry MAT: Material MAX: Maximum MFD: Manufactured MFR: Manufacture MIN: 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 Package LMS: Limestone LN: Length LNDG: Landing LNDRY: Launrdy LNTL: Lintel LT: Light LTG: Lighting LTL: Lintel LVL: 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 strictly a 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 LINE SHOWER NICHE S.N. 1 REVISIONS Sections & Details 6.00 6.01 Details Details 4 COURSE 3 COURSE Reviewed For Code Compliance

SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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Page 1: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

Page 2: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

Page 3: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

Page 4: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

Page 5: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

SHEET NO.

1.04

CTDRAWN BY

APPROVED BY

REVISIONS

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, N

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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

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DATE: 05/23/2016

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ION

(R

IGH

T-F

RO

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MO

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ND

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G I

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CO

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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

Page 6: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

SHEET NO.

2.01

CTDRAWN BY

APPROVED BY

REVISIONS

LE

LA

ND

, N

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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

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LA

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(RIG

HT

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ND

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G I

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CO

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)

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

Page 7: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

:

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:4

25

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ON

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45

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REV

LO

GA

N S

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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

Page 8: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

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REV

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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

Page 9: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

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CP

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LA

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(RIG

HT

-FR

ON

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MO

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SA

ND

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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

Page 10: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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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RO

OF

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AN

(R

IGH

T-F

RO

NT

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MO

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SA

ND

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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

Page 11: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

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ST

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:4

25

0 K

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ST

ON

CO

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45

1

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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

Page 12: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

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 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

Page 13: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

SHEET NO.

6.00

CTDRAWN BY

APPROVED BY

REVISIONS

LE

LA

ND

, N

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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

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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

Page 14: SANDERLING II - Brunswick County Government · 10" story board tabby foundation 9’-1 1/2" brick step(s) brick rowlock shingles as spec’d tabby foundation flue pipe & chimney hardie

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

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:4

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JOB NUMBER:

REV

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N S

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CT

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DE

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(R

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T-F

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AD

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SA

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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)

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