PELICAN II - Brunswick County Government · 10" story board 6" corner board shingles as spec’d...

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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

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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."

PELICAN 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

1.011.021.031.042.012.023.014.015.015.02

Front ElevationLeft Side ElevationRight Side ElevationRear ElevationFirst Floor PlanBonus Floor 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 2721

346

SQ.FT.

SQ.FT.

558

0

SQ.FT.

SQ.FT.

108

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.

153

GARAGE

SQ.FT.120

2nd. FLOOR SQ.FT.

SQ.FT.

0

UNFINISHED BASEMENT

FRONT PORCH

BACK PORCH

1816

PATIO

Sections & Details

6.006.016.02

DetailsDetailsDetails

STEP FOUNDATION

...

...

...

...

GAS LINESHOWER NICHE

S.N.

1

REVISIONS

4 COURSE

3 COURSE

Reviewed For Code Compliance

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8’-1 1

/2"

PARGE FOUNDATION

BRICK STEPS

4" BRICK ROWLOCK

7’-0

"6

’-6

"

10" STORY BOARD

HARDIE LAP SIDING

20"

20"

6’-9 1

/2"

METAL ROOF

10" COLUMNS(SEE DETAIL)

24’-2"

METAL AS SPEC’D

RIDGE VENT

SHINGLES AS SPEC’D

METAL ROOF

6" CORNER BOARD

10" HDR. W/ KEY

10" STORY BOARD

10" HDR. W/ KEY

7’-0

"

9’-1 1

/ 2"

SE

E T

RU

SS

PLA

NS

HARDIE SHAKES

2/0 X 4/0 WINDOW

HARDIE LAP SIDING

RIDGE VENT

PARGE FOUNDATION

FLUE PIPE& CHIMNEY

2’-0

"

BONUS FLOOR

BONUS CEILING/PLATE

BONUS WINDOW HEADER

GARAGE WINDOW HEADER

CEILING/PLATE HEIGHT

WINDOW HEADER

FINISH FLOOR (F.F.E.)

GARAGE CEILING/PLATE


12

12

12

1212

12

12

12

FINISH GRADE

APPROX. RIDGE HEIGHT

FINISH GRADE

DORMER WINDOW HEADER

1

1.01 SCALE: 1/4" = 1’-0"

FRONT ELEVATION (LEFT COURTYARD)

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6" CORNER BOARD

4" BRICK ROWLOCK

10" STORY BOARD

10" HDR. W/ KEY &4" SIDES & SILL

TREATED WOOD HVAC SCREENING

HARDIE LAP SIDING 10" STORY BOARD

RIDGE VENTSHINGLES AS SPEC’D

7’-0

"

8’-1 1

/2"

HARDIE LAP SIDING

20"

20"

RIDGE VENT

6’-6

"

SE

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RU

SS

PLA

NS

HARDIE LAP SIDING

6" CORNER BOARD


BRICK STEPS

7’-0

"

9’-1 1

/2"

2’-0

"

FLUE PIPE& CHIMNEY


WINDOW HEADER


12

8



BONUS FLOOR


12

8

FINISH GRADE FINISH GRADESIL-1.0

6.01

SID-SIL-1.0

HDR-1.0

6.01

SID-HDR-1.0

BONUS WINDOW HEADER

BONUS CEILING/PLATE

1

1.02 SCALE: 1/4" = 1’-0"

LEFT ELEVATION

...

...

...

...


soffit to be backed with fire retardanttreated wood, 23/32" inch wood sheathing,or 5/8" inch gypsum board for all soffit lessthan 10' feet of side property lines perR703.11.3. ART 5.26.2016

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4" BRICK ROWLOCK

10" COLUMNS(SEE DETAIL)

20"

HARDIE SHAKE SIDING

RIDGE VENT

20"

6’-6

"

RIDGE VENT

7’-0

"

8’-1 1

/2"

SE

E T

RU

SS

PLA

NS


10" HDR. W/ KEY& 4" SIDES

10" STORY BOARD

6" CORNER BOARD


HARDIE SHAKE SIDING

RIDGE VENT

4" BRICK ROWLOCK

7’-0

"

9’-1 1

/2"

BRICK STEPS

6" CORNER BOARD

HARDIE LAP SIDING

PARGE FOUNDATION

10" STORY BOARD

6" CORNER BOARD

2’-0

"

FLUE PIPE& CHIMNEY

BONUS WINDOW HEADER


FINISH GRADEFINISH GRADE

12

8

12

8

12

8

12

8




BONUS FLOOR

BONUS CEILING/PLATE

WINDOW HEADER


1

1.03 SCALE: 1/4" = 1’-0"

RIGHT ELEVATION

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6" CORNER BOARD

10" STORY BOARD

BRICK STEPS

4" BRICK ROWLOCK

PARGE FOUNDATION


HARDIE LAP SIDING

7’-0

"

8’-1 1

/2"

20"

SE

E T

RU

SS

PLA

NS

RIDGE VENT

2’-0

"

7’-0

"

RIDGE VENT

FLUE PIPE& CHIMNEY

TREATED WOOD HVAC SCREENING

FINISH GRADE


WINDOW HEADER


BONUS FLOOR

BONUS CEILING/PLATE

BONUS WINDOW HEADER

12

6

12

6

1

1.04 SCALE: 1/4" = 1’-0"

REAR ELEVATION

...

...

...

...


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2x6 WALL

6’-6"

3’-5

"2’-1

"

2x1

0

6’-1 1/2"

26

18

18

28

24

24

6’-0

"6

’-0

"

6’-1

1/2

"

5’-0

"

3’-0"

8070 OHD

5 1/2"

5’-6

1/2

"

SC

RE

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ED

P

OR

CH

8070 OHD

3’-1

1" SE

T W

IND

OW

HE

AD

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@ 6

’-6

" A

.F.F

.

6’-2 1/2"

21

’-0

"

11

’-8

"

3-34 x

80 -S

L

6’-2

"

1 x

4’S

TO

FIR

DO

WN

(1)- 2 x 10 SYP HDRFOR BOTH SIDES

11

’-8

"

50

’-6

"

27’-0 1/2"20’-6 1/2"8’-10"

8’-0"

9’-8

1/2

"

3’-7"

30 x76 -C

O

9/0

CL

G.

LVL BY TRUSS SUPPLIER

FB

ST

EP

4’-2"

FB

2x10x12 S

YP

24

3’-10"

2x10

x12

SYP

HB

36in

. Ven

ted

Pre

fab

F.P

.

(R.O

. = 3

7 1/

2 W

x 3

7 1/

2 H

)

24" LINEN CABINET

2x10x12 S

YP

60’-0"8’-0"

70’-0"

6’-8

"6

’-8

"

5’-0

"

FB

5’-0

"

2’-6

"5

’-1

1"

7’-1

"

5’-1

0"

2x1

0

2-205

’-1

0"

13

’-4

"

15’-5" 7’-9 1/2"

(2)-

2 x

10

HE

AD

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S

10

’-0

"

28 x

68 -1

5 LIT

E

3’-11" 4’-0"

TR-281

0

6’-6"

11

’-8

"

23’-5"

15

’-9

1/2

"

2’-0"

50

’-6

"

5’-5"

11’-10"3’-5"2’-4"

13’-1" 2’-0" 8’-1" 2’-0" 13’-1"

13

’-0

1/2

"

9’-5

"

11

’-1

"

FA

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OF

PO

RC

H

3’-8 1/2"

6’-3

"

3’-8

1/2

"

REF-SPACE

16

’-0

"

4’-3

"

6’-6

1/2

"

3’-10"

2’-0

" 3

’-2

"

3’-7

"

3’-5

"

3’-4

1/2

"

3’-0"

1’-9"

3’-2"

3’-1"

20’-6"

2’-4" 2’-5 1/2"

6’-0

"

3’-1

"

7

’-1

1/2

"5

1/2

"1

1’-2

1/2

"

19’-6"

6’-2

"

11

’-1

"

11’-3 1/2"

9 1/2"

28’-0"

5’-0"

10"

1

’-6

1/2

"3

’-5

"

40’-0"

70’-0"

9’-0

"

(2) 2

456

W.H

.

2’-8" 5’-4"

8’-0"2’-0"

10’-0"

15

’-6

"

28x7

6-CO

36

x4

8

(2) 2

456

(6)-

2 x

10

FLO

OR

JO

IST

16"

O.C

.

2x1

0

2x1

0

2x1

0

2x1

0

2x1

0

2x10

2x10

2x10

2x10

2x10

2x10

2x10

2x10

2x10

2x10

3’-7

1/4

"

2x10

2x10

2x10

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RU

SS

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DE

R T

RU

SS

2x10

GIR

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R T

RU

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10 x 8

0 (FG

)

5’-9"

LVL BY TRUSS SUPPLIER

2x1

0x1

0_

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VAULT

FB

LV

L_

9.2

5x1

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2’-0

"

LV

L_

9.2

5x1

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4’-6 3/8"

5’-0"

3’-3 1/2"

6’-0"

10’-3"

9’-0

1/2

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2’-0" 11’-5" 2’-0"

FB

3 3

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7’-6"

DW

RANGE

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MICRO.

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2’-0

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6’-3 1/2"

5’-3"

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3’-7

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OF

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3’-9 1/2"

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1’-4

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’-0

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1’-0"2’-0 1/2"2’-4 1/2"

45

" K

NE

EW

ALL

2x6 WALL

2456

Fir C

LG

. W

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X4

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24

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18

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0"

5’-5"

11

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*2456

2x10x12 S

YP

SW

ING

VA

RIE

SIN

FIE

LD

2’-0

1/2

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2’-2

1/2

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’-9

1/2

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2x1

0

2x1

0

2x1

0

2x1

0

2x1

0

2x1

010

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2x10x12 SYP 2x10x12 SYP

28

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OM

BA

TH

#1

BE

DR

OO

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3

TW

O C

AR

GA

RA

GE

10 x 8

0 (FG

)4

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"

11’-0"

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YP

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ST

ER

BE

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5’-5

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11’-6"

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AB

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0 (FG

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2450

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TILE

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2x10x12 S

YP

2x10x12 SYP

2x10x12 S

YP

2x10x12 SYP

2x10x12 SYP

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2x10x12 SYP

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9/0

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G.

BE

DR

OO

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2

1 R & 1 S

1 R

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S

1 R

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S

1 R

& 1

S

1 R & 1 S

1 R

& 1

S

5 SHLVS 1 R & 1 S

1 R

& 1

S

1 R & 1 S

5 SH

LVS

SCR-1.0

6.01

SCR-AL-10

WS-1.0

6.02

WS-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 (LEFT COURTYARD)

...

...

...

...


SHEET NO.

2.02

CTDRAWN BY

APPROVED BY

REVISIONS

ST

. J

AM

ES

, N

C

MB

DATE





CIT

Y:

DATE: 04/28/2016

EA-13-0024

ZIP

:

ST

RE

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42

6 M

AP

AS

CO

UR

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28

46

1

LA

YO

UT

:

JOB NUMBER:

REV

EW

AL

D R

ES

IDE

NC

EP

RO

JE

CT

:

BO

NU

S R

OO

M F

LO

OR

PL

AN

(L

EF

T C

OU

RT

YA

RD

)

MO

DE

L:

PE

LIC

AN

II

(T

RA

DIT

ION

AL

HA

RD

IE)

SE

RIE

S:

BIR

D

OWNER INITIAL

DATE















DATE



2’-6"

2x6

2 x

6 C

EIL

ING

JO

IST

24

" O

.C.

8/0 CEILING

2x6

24

6’-4

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3’-1

"

(VERIFY FRAMING HEIGHT)

2 x 6 CEILING JOIST 16" O.C.

8/0 CEILING

78" WALL HEIGHT MIN.

2x6

4’-0" 9"

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US

S M

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CC

ES

S T

HR

OU

GH

TR

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SE

S F

OR

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AG

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ES

S

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3

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1/2

"

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"

DO

NO

T F

RA

ME

KN

EE

WA

LL

US

E T

RU

SS

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SLO

PE

ST

OR

AG

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MO

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EA

TH

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A

BO

VE

FO

R H

EA

DR

OO

M

3’-6

" GA

RA

GE

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E

WA

LL

BE

LO

W

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NO

T F

RA

ME

KN

EE

WA

LL

US

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RU

SS

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NO

TE

:V

ER

IFY

AL

L

INF

OR

MA

TIO

N W

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T

RU

SS

PLA

NS

16’-9 1/2"

13

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’-1

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AC

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CA

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IFY

W/

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PE

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WN

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AC

CE

SS

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2x10x12 S

YP

(2) 2846

(VE

RIF

Y F

RA

MIN

G H

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HT

)

2446

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5’-0

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ED

CE

ILIN

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2’-0

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DE

R T

RU

SS

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DE

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RU

SS

SE

AT

BO

NU

SR

OO

M B

1

2.02 SCALE: 1/4" = 1’-0"

BONUS ROOM FLOOR PLAN

...

...

...

...


SHEET NO.

2.03

CTDRAWN BY

APPROVED BY

REVISIONS

ST

. J

AM

ES

, N

C

MB

DATE





CIT

Y:

DATE: 04/28/2016

EA-13-0024

ZIP

:

ST

RE

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:2

42

6 M

AP

AS

CO

UR

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28

46

1

LA

YO

UT

:

JOB NUMBER:

REV

EW

AL

D R

ES

IDE

NC

EP

RO

JE

CT

:

AR

CH

ITE

CT

UR

AL

SIT

E P

LA

N

(LE

FT

CO

UR

TY

AR

D)

MO

DE

L:

PE

LIC

AN

II

(T

RA

DIT

ION

AL

HA

RD

IE)

SE

RIE

S:

BIR

D

OWNER INITIAL

DATE















DATE



BM

TR

TR

3

L=

40

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0’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’R

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ON

CR

ET

E D

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AY

(3000 P

SI)

GA

RA

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PIN

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0

PIN

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2

PIN

E1

0

PIN

E1

2

PIN

E1

1

PIN

E1

1

PIN

E8

PIN

E1

2

PIN

E1

2P

INE

11

PIN

E1

0

PIN

E1

2

PIN

E1

2

PIN

E1

4PIN

E1

1

PIN

E1

0

PIN

E1

0

PIN

E1

4

PIN

E1

2

PIN

E1

2

PIN

E1

2

PIN

E1

1

PIN

E1

1

PIN

E1

1

PIN

E1

2

PIN

E6

PIN

E8

PIN

E6

PIN

E6

PIN

E6

PIN

E8

PIN

E8

TV

8.

94’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’

’’

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30

’ F

RO

NT

YA

RD

SE

TB

AC

K

8’ SIDEYARD SETBACK

40’ W

ATE

RC

OU

RS

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AS

EM

EN

T

8’ SIDEYARD SETBACK

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AT

ER

CO

UR

SE

EA

SE

ME

NT

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T 2

4P

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VA

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174.20’

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RT

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5°2

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E 75.0

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S 60°28’43" W 163.43’

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40.1’

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26.2

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18.3’

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LA

ND

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STAINED CONCRETE3000 PSI CONCRETE

3000 PSI CONCRETESTAINED CONCRETE

3000 PSI CONCRETE

FB

FB

HB

FB

REF-SPACE

W.H

.

36x48

FB

FB

DW

RANGE

DRY SPWASH SP

MICRO.

42x72

FB

UP

SEAT

TILE

FB

HB

FB

1

2.03 SCALE: 1" = 10’-0"

ARCHITECTURAL SITE PLAN

...

...

...

...

IMPERVIOUS CALCULATIONS

- 39346500 ACTUAL: 2566

HOUSE

=

SQF

ALLOWABLE:

OUTDOOR LIVING HARDSCAPS SQF

TOTAL SQF

2654

0000

3934

DRIVES & WALKS SQF

PATIO & TERRACES SQF

1164

116

POOLS/ LANAI (EXCLUDE WATER SURFACE) SQF0000


SHEET NO.

3.01

CTDRAWN BY

APPROVED BY

REVISIONS

ST

. J

AM

ES

, N

C

MB

DATE





CIT

Y:

DATE: 04/28/2016

EA-13-0024

ZIP

:

ST

RE

ET

:2

42

6 M

AP

AS

CO

UR

T

28

46

1

LA

YO

UT

:

JOB NUMBER:

REV

EW

AL

D R

ES

IDE

NC

EP

RO

JE

CT

:

FO

UN

DA

TIO

N P

LA

N

(LE

FT

CO

UR

TY

AR

D)

MO

DE

L:

PE

LIC

AN

II

(T

RA

DIT

ION

AL

HA

RD

IE)

SE

RIE

S:

BIR

D

OWNER INITIAL

DATE















DATE



21

’-0

"1

1’-8

"6

’-2

"1

1’-8

"

50

’-6

"

25’-0"35’-0"8’-0"

70’-0"

13

’-4

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PR

OX

IMA

TE

LO

CA

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N

OF

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AD

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RO

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, R

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OM

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CH

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RN

ER

AN

D8’-0"

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. M

AT

AT

INT

ER

ME

DIA

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LO

CA

TIO

NS

10

’-0

"

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"1

3’-0

"

11

’-8

"

10’-0"

50

’-6

"

28’-0"40’-0"

70’-0"

2’-0"

2’-0"

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CO

NC

RE

TE

SL

AB

10’-0"

NO

TE

:D

RO

P G

AR

AG

E A

ND

E

XT

ER

IOR

SL

AB

S

BE

LO

W M

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RIO

R S

LA

B A

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SP

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IFIE

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NT

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NC

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TE

SL

AB

4"

CO

NC

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TE

S

LA

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PR

OX

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OF

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28 x

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2’-0"8’-3"2’-1"5’-5"

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8

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30 x 6

8 (FG

)

3-34 x

80 -S

L

4’-1"4’-0"

6’-8

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11

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0 1

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5’-1

1"

1’-0

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"

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2’-0" 8’-3"

11’-0"

5’-5

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TRASH

RE

CE

SS

CO

NC

RE

TE

SLA

B 2

" A

T S

HO

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CA

TIO

N (

SE

E D

ET

AIL

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OO

O

SID

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6.01

SC

R-S

ID-0

6

RS

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R-0

1

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SID

D-4

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6.00

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-41

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 (LEFT COURTYARD)

...

...

...

...


SHEET NO.

4.01

CTDRAWN BY

APPROVED BY

REVISIONS

ST

. J

AM

ES

, N

C

MB

DATE





CIT

Y:

DATE: 04/28/2016

EA-13-0024

ZIP

:

ST

RE

ET

:2

42

6 M

AP

AS

CO

UR

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28

46

1

LA

YO

UT

:

JOB NUMBER:

REV

EW

AL

D R

ES

IDE

NC

EP

RO

JE

CT

:

RO

OF

PL

AN

(L

EF

T C

OU

RT

YA

RD

)

MO

DE

L:

PE

LIC

AN

II

(T

RA

DIT

ION

AL

HA

RD

IE)

SE

RIE

S:

BIR

D

OWNER INITIAL

DATE















DATE



6/12

12/12

2x8

6/12

2x8

2x8

2x8

12/12

12/12

2x8

2x8

2x8

8/1

2

2x6

2x6

2x6

2x6

2x62x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x8

2x8

2x8

2x8

2x8

2x8

2x8

2x8

2x10

2x8

1

’-6

"

13’-0 1/8" 2’-6"

11

’-2

3/4

"

FLU

E P

IPE

& C

HIM

NE

Y

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x8

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x8

2x62x8

2x8

VALLEY

VALLEY

VALLE

Y

VALL

EY

2x8 RIDGE

RIDGE VENT

2 x 10 RIDGE

2x8

2x6

2x8

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

2x6

RIDGE VENT

RID

GE

VE

NT

6’-1

1/4

"5

’-8

3/4

"

6/12

12/1212/12

8/1

2

8/1

2

8/1

2

6/12

8/1

2

DOR-5.0

6.01

DTL-DOR-05

EV

-1.1

6.00

EV

_S

ID_

1.1

2x10x12 SYP

2x10x12 S

YP

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

141.5

52.08

REQUIRED CALCULATIONS:

127 RIDGE LINEAL FT.1.114 RIDGE OUTLET

125

= .4166 INLET

PROVIDED:

x

x

52.08 141.5 OUTLETINLET +

INLET=

2374

RIDGE VENT

12" LINEAL FOOT

SOFFIT VENT 13.375"

LINEAL FOOT

ATTIC VENTILATION

12"

OUTLET=

= 193.58 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.193.58

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.082

REQUIRED NET FREE=


FB

FB

HB

FB

REF-SPACE

W.H

.

36

x4

8

FB

FB

DW

RANGE

DRY SPWASH SP

MICRO.

42

x7

2

FB

UP

SEAT

TILE

FB

HB

FB

SHEET NO.

5.01

CTDRAWN BY

APPROVED BY

REVISIONS

ST

. J

AM

ES

, N

C

MB

DATE





CIT

Y:

DATE: 04/28/2016

EA-13-0024

ZIP

:

ST

RE

ET

:2

42

6 M

AP

AS

CO

UR

T

28

46

1

LA

YO

UT

:

JOB NUMBER:

REV

EW

AL

D R

ES

IDE

NC

EP

RO

JE

CT

:

FIR

ST

FL

OO

R E

LE

CT

RIC

AL

PL

AN

(L

EF

T C

OU

RT

YA

RD

)

MO

DE

L:

PE

LIC

AN

II

(T

RA

DIT

ION

AL

HA

RD

IE)

SE

RIE

S:

BIR

D

OWNER INITIAL

DATE















DATE



L

F

LF

L

3S

S

LC

FP

D

10

’-6

"

TV

S

S

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F

L

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CLGLV

CLGLV

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3

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8’-4 1/2"

27

’-0

"

TV

SS

1 X

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S3

WP

42

"

S

3 3 FP

CO

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UIT

WP

3S

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GF

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TV

WP

AF

LCFP

D

GFI42"42"

GFI

AF

WP

D

S

3 S

S

SS

SS

LC

FP

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3

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SS3

S

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PE

ND

AN

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ND

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GFI

SS

1

5.01 SCALE: 1/4" = 1’-0"

FIRST FLOOR ELECTRICAL PLAN (LEFT COURTYARD)

...

...

...

...

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

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S

FL

FL

TO

SW

ITC

H

BE

LO

W

LC

FP

AF TV

SSSS

42"

GF

I

SD

KE

YL

ES

S

SC

SS

3

1

5.02 SCALE: 1/4" = 1’-0"

BONUS ROOM ELECTRICAL PLAN (LEFT COURTYARD)

...

...

...

...

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.


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(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.


(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.


(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

2.0 SCALE: 3/4"=1’-0"

STAIR DETAIL (3 COURSE BRICK/ SIDING ABOVE)

BRICK

BRICK

SLOPE

HOLD BAND BOARD1/2" OFF OF PORCH

3"

7" (MIN.) RISE

BRICK TREAD

4"

BRICK

1’-0"

ROWLOCK

BAND BOARD

CONC. SLAB

-(0’-3") PORCH

NATURAL GRADE

(0’-0’’) F.F.E.

-(2’-0’’) T.O.F.

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

WIDTHC

OO

RD

INA

TE

W/

TR

US

S P

LA

NS

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.

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’’)


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12SEE

ROOFPLAN

DOR

5.0 DORMER SILL DETAILSCALE: 1" = 1’-0"

(A-A) DORMER SECTION

METAL FLASHING

2X4 BLK’G. BTWN. TRUSSES

UNDER DORMER WALLS

@ 16" O.C.

11

"

DORMER SECTIONS & DETAILS (HARDIE)

15# FELT

METAL DRIP EDGE

(A.C) PLYWOOD GABLE

6" MIN

.

4’-0 1

/2"

(FR

AM

ED

OP

EN

ING

+/-

)

(B-B) CORNER/ JAMB DETAIL

SCALE: N.T.S.

WINDOW FLANGE

FLASHING

15# FELT UNDER

WINDOW & WIND.

FLANGE

SCALE: N.T.S.

2’-0 1/2" (FRAMED OPENING +/-)

6 1

/2"

2X LEDGER BD.

1/2" SEATHING

ICE & WATER SHIELD @

SLOPED AREAS TO LAP

8" MIN. HOR. & VERT.

METAL FLASHING

SCALE: 1" = 1’-0"WINDOW SHIM TYP.5’-5"

( F

RA

ME

D W

ALL H

GT

.)

12

1/2" ROOF DECKING

15# FELT

TRUSSES BY MFR.

WINDOW BY MFR.

2’-7 1/2" ( OUTSIDE OF DORMER FRAMING)

WINDOW SHIM TYP.

1X6 HARDIE TRIM BOARD

WINDOW FLANGE

2X4 FRAMING @ 16" O.C.

1/2" SEATHING

SHINGLES AS SPEC’D.

4 5/8" CROWN MOLDING FASCIA

CS 16 MTL. HURRICANE

STRAP(2 PER DORMER

SIDE WALLS)

ROOF TRUSSES BY MFR.

(2) 2X4 WINDOW HEADERS

R-30 ROOF INSULATION

15# FELT

1/2" SHEATHING

SLOPED METAL W/

BLOCKING @ 16" O.C.

4 5/8" CROWN MOLDING FASCIA

1X6 HARDIE FRIEZE

1/2" ROOF DECKING

METAL FLASHING

WINDOW BY MFR.

1X6 HARDIE TRIM BD.

METAL FLASHING

15# FELT ON TOP

OF 1/2" ROOF DECKING

R-13 INSULATION

LEDGER BOARD

2X4 BLK’G. BTWN.

TRUSSES UNDER

DORMER WALLS

@ 16" O.C.A-A

SEEROOFPLAN

B-B

ELEVATIONSECTION


SIDING (COOR. W/ ELEV.)

15# FELT

1/2" SEATHING

15# FELT

1/2" SHEATHING

METAL DRIP EDGE

4 5/8" CROWN

MOLDING FASCIA

1X6 HARDIE FRIEZE

2X4 FRAMING @ 16" O.C.

ICE & WATER SHIELD @

SLOPED AREAS

RAFTER TIE COOR. W/

TRUSS PLANS

SIDING (COOR. W/ ELEV.)

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)

P.T. 2X4 BOTTOM RAIL 6’-4

"

SCR

1.0 SCALE: 3/4"=1’-0"

HVAC SCREENING (WOOD)

P.T. 2X6 TOP RAIL

METAL CAP

2’-0

"

1’-0"

GRADE

2"

P.T. 2X4 TOP RAIL

P.T. 1X4 VERTICALSLATS W/ 1" GABS

P.T. 4X4 POST(MAX 5’-0") O.C.

BOTTOM RAIL 2" (MAX.)FROM GRADE

CONC. FOOTER

6’-0

"

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


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(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.


PELICAN II - Brunswick County Government · 10" story board 6" corner board shingles as spec’d...

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Transcript of PELICAN II - Brunswick County Government · 10" story board 6" corner board shingles as spec’d...