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LIST OF DRAWINGS OLD FIELD MEWS 160 OLD TOWNE ROAD, BEAUFORT COUNTY VICINITY MAP APARTMENT BUILDING PLANS/UNIT KEY BUILDING 4 UNIT TYPES BUILDING NUMBERS A 5 FL1 FL3 6 10 TOTAL UNITS PER BUILDING 10 *DENOTES HANDICAPPED UNITS W/IN A BLDG. 0 4 0 0 SITE MAP OLD RIVER COURT SOUTH CAROLINA PHASE 2B TITLE SHEET T1.1 RESIDENTIAL CODE ANALYSIS T1.2 T1.3 A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.20 A1.21 UNIT A - BUILDING PLANS BUILDING 5 - FIRST FLOOR PLAN BUILDING 5 - SECOND FLOOR AND ROOF PLAN BUILDING 6 - FIRST FLOOR PLAN BUILDING 6 - SECOND FLOOR AND ROOF PLAN BUILDING 10 - FIRST FLOOR PLAN BUILDING 10 - SECOND FLOOR AND ROOF PLAN UNIT FLOOR PLAN COMPARISON ARCHITECTURAL DRAWINGS DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5 X X X X X X X X X X A1.26 A1.28 A1.28a A1.30 A2.1 A2.2 A2.3 A2.4 A2.5 A3.1 A3.2 A4.1 X X X X X X X X X X X X X FL3 FL3 (HC) FL1 FL1 BUILDING 37 FL3 FL3 (HC) FL1 FL1 BUILDING 38 A A A A A A A A BUILDING 5 A A A A E E E E E E D D D D C C BUILDING 6 BUILDING 39 D D D D C C BUILDING 40 D D D D C C BUILDING 41 A A K K K K BUILDING 42 FL2 FL2 (HC) A FL1 FL1 (HC) BUILDING 15 FL1 FL1 FL2 FL2 K BUILDING 18 A A A A E E E E E E BUILDING 12 FL3 FL3 (HC) FL1 FL1 BUILDING 7 FL2 FL2 (HC) FL2 FL2 K K BUILDING 8 FL2 FL2 (HC) FL2 FL2 BUILDING 30 K K A A A BUILDING 11 FL2 (HC) FL2 FL2 (HC) FL2 A A A A D D D D C C BUILDING 9 C C C C C C K K K K PROJECT SITE OLD LAKE ROAD OLD VILLAGE ROAD OLD MARSH ROAD OLD MEADOW ROAD OLD TOWNE ROAD OLD RIVER ROAD OLD RIVER ROAD OLD TOWNE LANE UNIT FL-1 - BUILDING PLAN UNIT FL-3 - BUILDING PLAN UNIT FL-3 ADA - BUILDING PLAN ACCESSIBLE TYPICAL DETAILS BUILDING 5 - EXTERIOR ELEVATIONS BUILDING 10 - EXTERIOR ELEVATIONS BUILDING 12 - EXTERIOR ELEVATIONS UNIT BUILDING SECTIONS UNIT BUILDING SECTIONS DETAILS BUILDING 6 - EXTERIOR ELEVATIONS BUILDING 12 - EXTERIOR ELEVATIONS DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5 PHASE 2A FITNESS OLD LAKE ROAD PHASE 2B C 2 0 D 4 0 E 0 6 APARTMENT MIX BY BUILDING PHASE 2B 12 18 39 40 6 0 0 0 0 0 0 0 8 4 4* 10 0 4 0 2 0 4 0 0 6 6 0 0 BUILDING 10 PHASE 2B- CURRENT A3.3 A3.4 X X UNIT BUILDING SECTIONS UNIT BUILDING SECTIONS A1.7 A1.8 BUILDING 12 - FIRST FLOOR PLAN BUILDING 12 - SECOND FLOOR AND ROOF PLAN X X A1.9 A1.10 BUILDING 18 - FIRST FLOOR PLAN BUILDING 18 - SECOND FLOOR AND ROOF PLAN X X A2.6 X BUILDING 18 - EXTERIOR ELEVATIONS A1.11 A1.12 BUILDING 39 - FIRST FLOOR PLAN BUILDING 39 - SECOND FLOOR AND ROOF PLAN X X A2.7 X BUILDING 39 - EXTERIOR ELEVATIONS A1.13 A1.14 BUILDING 40 - FIRST FLOOR PLAN BUILDING 40 - SECOND FLOOR AND ROOF PLAN X X A2.8 X BUILDING 40 - EXTERIOR ELEVATIONS RESIDENTIAL ADA AND RATED WALL DETAILS A1.22 UNIT C - BUILDING PLANS X A1.23 UNIT D - BUILDING PLANS X A1.24 UNIT E - BUILDING PLANS X 2 4 0 6 0 0 0 0 2 4 0 6 0 0 52 8 8 16 12 4 4 S0.1 S0.2 S0.3 S0.4 S0.5 S1.1 GENERAL NOTES GENERAL NOTES AND SCHEDULES TYPICAL DETAILS TYPICAL DETAILS TYPICAL DETAILS BUILDING 5 & 18 - FOUNDATION PLAN BUILDING 5 & 18 - FRAMING PLAN BUILDING 5 & 18 - ROOF FRAMING PLAN BUILDING 6, 10, 39, & 40 - FOUNDATION PLAN BUILDING 6, 10, 39, & 40 - FRAMING PLAN BUILDING 6, 10, 39, &40 - ROOF FRAMING PLAN S1.2 S1.3 S1.4 S1.5 S1.6 S1.7 BUILDING 12 - FOUNDATION PLAN BUILDING 12 - FRAMING PLAN BUILDING 12 - ROOF FRAMING PLAN S1.8 S1.9 BUILDING 5 & 18 - PLUMBING PLAN BUILDING 6 - PLUMBING PLAN UNIT A - PLUMBING PLAN UNIT FL-1 - PLUMBING PLAN UNIT FL-3 - PLUMBING PLAN PLUMBING FIXTURE SCHED. AND DETAILS P1.1 P1.2 P1.3 P2.1 P2.5 P2.6 P4.1 P4.2 BUILDING 10 - PLUMBING PLAN P1.4 BUILDING 12 - PLUMBING PLAN P1.5 BUILDING 39 - PLUMBING PLAN P1.6 BUILDING 40 - PLUMBING PLAN UNIT C - PLUMBING PLAN P2.2 UNIT D - PLUMBING PLAN P2.3 UNIT E - PLUMBING PLAN P2.4 PLUMBING NOTES, LEGEND, LOAD AND DETAILS P4.4 PLUMBING DETAILS M1.1 M1.2 BUILDING 5 & 18 - MECHANICAL PLAN BUILDING 6 - MECHANICAL PLAN M1.3 UNIT A - MECHANICAL PLAN M2.1 UNIT FL-1 - MECHANICAL PLAN M2.2 UNIT FL-3 - MECHANICAL PLAN M2.6 MECHANICAL SCHEDULES AND NOTES M3.1 MECHANICAL DETAILS M3.2 MECHANICAL LOAD SUMMARY M4.1 BUILDING 10 - MECHANICAL PLAN M1.4 BUILDING 12 - MECHANICAL PLAN M1.5 BUILDING 39 - MECHANICAL PLAN M1.6 BUILDING 40 - MECHANICAL PLAN UNIT C - MECHANICAL PLAN UNIT D - MECHANICAL PLAN M2.3 UNIT E - MECHANICAL PLAN M2.4 M2.5 E1.1 E1.2 BUILDING 5 & 18 - ELECTIRCAL PLAN E1.3 UNIT D - ELECTRICAL PLAN E2.3 POWER RISERS E2.4 POWER RISERS HOUSE PANEL SCHEDULES E3.2 RESIDENTIAL PANEL SCHEDULES E3.3 LIGHT FIXTURES SCHEDULES E3.4 ELECTRICL DETAILS E3.5 BUILDING 6, 10, 39, & 40 - ELECTRICAL PLAN BUILDING 12 - ELECTRICAL PLAN UNIT A - ELECTRICAL PLAN E2.1 UNIT C - ELECTRICAL PLAN E2.2 UNIT E - ELECTRICAL PLAN UNIT FL1 - ELECTRICAL PLAN E2.5 UNIT FL-3 - ELECTRICAL PLAN E2.6 E3.1 NOTES, LEGEND, AND DETAILS E3.6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BUILDING 16 E E E E C C C C C C BUILDING 17 K K K K E E A A A FITNESS BUILDING STRUCTURAL DRAWINGS PLUMBING DRAWINGS MECHANICAL DRAWINGS ELECTRICAL DRAWINGS UNIT A- WATER AND WASTE PIPING RISER P3.1 P3.2 P3.3 P3.5 P3.6 P3.4 UNIT C- WATER AND WASTE PIPING RISER UNIT D- WATER AND WASTE PIPING RISER UNIT E- WATER AND WASTE PIPING RISER UNIT FL-1- WATER AND WASTE PIPING RISER UNIT FL-3- WATER AND WASTE PIPING RISER X X X X X PHASE 2C- FUTURE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GARAGE X X X X 2015-17 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED C SHEET: STAMP: SCALE: DATE: DRAWN BY: ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 BEACON DRAWING NAME: OLDFIELD PHASE 2B 160 OLD TOWNE RD. BLUFFTON, SC MEWS PROJECT NAME: REVISIONS: DATE: 1 / 9 / 17 CKN ATLANTEC ENGINEERS 3221 BLUE RIDGE ROAD, SUITE 113 RALEIGH, NC 27612 PHONE: (919) 571-1111, FAX: (919) 571-1114 PLUMBING, MECHANICAL, ELECTRICAL ENGINEER: STRUCTURAL ENGINEER: MCPHERSON DESIGN GROUP, PC 6371 CENTER DRIVE, STE. 100 NORFOLK, VA 23502 PH: (757) 965-2000 ISSUED FOR CONSTR. 9 / 23 / 16 ISSUED FOR CONSTRUCTION CHRISTOPHER KENT NASON KITTY HAWK, NC 9047 S T A T E O F S O U T H C A R O L I N A R E G I S T E D A R C I T E C T BEACON ARCHITECTURE AND DESIGN KITTY HAWK, NC 101033 S T A T E O F S O U T H C A R O L I N A R E G I S T E D A R C I T E C T S REVISION #1 12 / 16 /16 REVISION #2 1 / 9 /17 1 / 9 / 17 _ T1.1 TITLE SHEET

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LIST OF DRAWINGS

OLD FIELD MEWS160 OLD TOWNE ROAD, BEAUFORT COUNTY

VICINITY MAP APARTMENT BUILDING PLANS/UNIT KEY

BUILDING 4

UNIT TYPESBUILDINGNUMBERS A

5FL1 FL3

610

TOTAL

UNITS PERBUILDING

10

*DENOTES HANDICAPPED UNITS W/IN A BLDG.

04 0 0

SITE MAP

OLD RIVER C

OURT

SOUTH CAROLINA

PHASE 2B

TITLE SHEETT1.1RESIDENTIAL CODE ANALYSIST1.2

T1.3A1.1A1.2A1.3A1.4A1.5A1.6

A1.20A1.21 UNIT A - BUILDING PLANS

BUILDING 5 - FIRST FLOOR PLANBUILDING 5 - SECOND FLOOR AND ROOF PLANBUILDING 6 - FIRST FLOOR PLANBUILDING 6 - SECOND FLOOR AND ROOF PLANBUILDING 10 - FIRST FLOOR PLANBUILDING 10 - SECOND FLOOR AND ROOF PLAN

UNIT FLOOR PLAN COMPARISON

ARCHITECTURAL DRAWINGS

DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5

XXXXXXXXX

X

A1.26A1.28

A1.28aA1.30A2.1A2.2A2.3A2.4A2.5

A3.1A3.2

A4.1

X

XXXXXXXXX

XX

X

FL3

FL3(HC)

FL1

FL1

BUILDING 37

FL3

FL3(HC)

FL1

FL1

BUILDING 38

A A A A A A A A

BUILDING 5

A A A A E EE EE E

D D D DC C

BUILDING 6

BUILDING 39

D D D DC C

BUILDING 40

D D D DC C

BUILDING 41

A AK K K K

BUILDING 42

FL2FL2(HC)

AFL1

FL1(HC)

BUILDING 15

FL1

FL1

FL2

FL2K

BUILDING 18

A A A AE E E E E E

BUILDING 12

FL3FL3(HC)

FL1

FL1

BUILDING 7

FL2

FL2(HC)

FL2

FL2 K K

BUILDING 8

FL2

FL2(HC)

FL2

FL2

BUILDING 30

K KA A A

BUILDING 11

FL2(HC)

FL2

FL2(HC)

FL2A A AAD D D DC C

BUILDING 9

C C C C C CK K K K

PROJECTSITE

OLD LAKE ROAD

OLD

VILLA

GE RO

AD

OLD

MA

RSH ROA

D

OLD

MEA

DO

W RO

AD

OLD TOWNE ROAD

OLD RIVER

ROAD

OLD RIVER

ROAD

OLD TOWNE LANE

UNIT FL-1 - BUILDING PLANUNIT FL-3 - BUILDING PLANUNIT FL-3 ADA - BUILDING PLANACCESSIBLE TYPICAL DETAILSBUILDING 5 - EXTERIOR ELEVATIONS

BUILDING 10 - EXTERIOR ELEVATIONS

BUILDING 12 - EXTERIOR ELEVATIONS

UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS

DETAILS

BUILDING 6 - EXTERIOR ELEVATIONS

BUILDING 12 - EXTERIOR ELEVATIONS

DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5

PHASE 2A FITNESS

OLD LAKE ROAD

PHASE 2B

C

20

D

40

E

06

APARTMENT MIX BY BUILDING PHASE 2B

12183940

60 0

00

0 0 0 84 4*10

04 0

20

40

06

600

BUILDING 10

PHASE 2B- CURRENT

A3.3A3.4

XX

UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS

A1.7A1.8

BUILDING 12 - FIRST FLOOR PLANBUILDING 12 - SECOND FLOOR AND ROOF PLAN

XX

A1.9A1.10

BUILDING 18 - FIRST FLOOR PLANBUILDING 18 - SECOND FLOOR AND ROOF PLAN

XX

A2.6 XBUILDING 18 - EXTERIOR ELEVATIONS

A1.11A1.12

BUILDING 39 - FIRST FLOOR PLANBUILDING 39 - SECOND FLOOR AND ROOF PLAN

XX

A2.7 XBUILDING 39 - EXTERIOR ELEVATIONS

A1.13A1.14

BUILDING 40 - FIRST FLOOR PLANBUILDING 40 - SECOND FLOOR AND ROOF PLAN

XX

A2.8 XBUILDING 40 - EXTERIOR ELEVATIONS

RESIDENTIAL ADA AND RATED WALL DETAILS

A1.22 UNIT C - BUILDING PLANS XA1.23 UNIT D - BUILDING PLANS XA1.24 UNIT E - BUILDING PLANS X

2 4 0 60 0

00

2 4 0 60 0528 8 16 12 44

S0.1S0.2S0.3S0.4S0.5S1.1

GENERAL NOTESGENERAL NOTES AND SCHEDULESTYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILSBUILDING 5 & 18 - FOUNDATION PLANBUILDING 5 & 18 - FRAMING PLANBUILDING 5 & 18 - ROOF FRAMING PLANBUILDING 6, 10, 39, & 40 - FOUNDATION PLANBUILDING 6, 10, 39, & 40 - FRAMING PLANBUILDING 6, 10, 39, &40 - ROOF FRAMING PLAN

S1.2S1.3S1.4S1.5S1.6S1.7 BUILDING 12 - FOUNDATION PLAN

BUILDING 12 - FRAMING PLANBUILDING 12 - ROOF FRAMING PLAN

S1.8S1.9

BUILDING 5 & 18 - PLUMBING PLANBUILDING 6 - PLUMBING PLAN

UNIT A - PLUMBING PLAN

UNIT FL-1 - PLUMBING PLANUNIT FL-3 - PLUMBING PLAN

PLUMBING FIXTURE SCHED. AND DETAILS

P1.1P1.2P1.3

P2.1

P2.5P2.6

P4.1P4.2

BUILDING 10 - PLUMBING PLANP1.4 BUILDING 12 - PLUMBING PLANP1.5 BUILDING 39 - PLUMBING PLANP1.6 BUILDING 40 - PLUMBING PLAN

UNIT C - PLUMBING PLANP2.2UNIT D - PLUMBING PLANP2.3UNIT E - PLUMBING PLANP2.4

PLUMBING NOTES, LEGEND, LOAD AND DETAILSP4.4PLUMBING DETAILS

M1.1M1.2

BUILDING 5 & 18 - MECHANICAL PLANBUILDING 6 - MECHANICAL PLAN

M1.3

UNIT A - MECHANICAL PLANM2.1

UNIT FL-1 - MECHANICAL PLAN

M2.2

UNIT FL-3 - MECHANICAL PLANM2.6MECHANICAL SCHEDULES AND NOTESM3.1MECHANICAL DETAILSM3.2MECHANICAL LOAD SUMMARYM4.1

BUILDING 10 - MECHANICAL PLANM1.4 BUILDING 12 - MECHANICAL PLANM1.5 BUILDING 39 - MECHANICAL PLANM1.6 BUILDING 40 - MECHANICAL PLAN

UNIT C - MECHANICAL PLANUNIT D - MECHANICAL PLANM2.3UNIT E - MECHANICAL PLANM2.4

M2.5

E1.1E1.2

BUILDING 5 & 18 - ELECTIRCAL PLAN

E1.3

UNIT D - ELECTRICAL PLANE2.3

POWER RISERS

E2.4

POWER RISERS HOUSE PANEL SCHEDULESE3.2RESIDENTIAL PANEL SCHEDULESE3.3LIGHT FIXTURES SCHEDULESE3.4ELECTRICL DETAILSE3.5

BUILDING 6, 10, 39, & 40 - ELECTRICAL PLANBUILDING 12 - ELECTRICAL PLANUNIT A - ELECTRICAL PLANE2.1UNIT C - ELECTRICAL PLANE2.2

UNIT E - ELECTRICAL PLANUNIT FL1 - ELECTRICAL PLANE2.5UNIT FL-3 - ELECTRICAL PLANE2.6

E3.1

NOTES, LEGEND, AND DETAILSE3.6

XX

X

XXX

XXX

X

XXX

X

XX

X

XXX

XXX

X

XXX

X

XX

X

XXX

XX

X

XXX

X

XX

XX

XXX

X

XXX

X

XX

XX

XXX

BUILDING 16

E E E EC C C C C C

BUILDING 17

K K K KE EA A

A

FITNESS BUILDING

STRUCTURAL DRAWINGS

PLUMBING DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

UNIT A- WATER AND WASTE PIPING RISERP3.1P3.2P3.3P3.5P3.6P3.4

UNIT C- WATER AND WASTE PIPING RISERUNIT D- WATER AND WASTE PIPING RISERUNIT E- WATER AND WASTE PIPING RISERUNIT FL-1- WATER AND WASTE PIPING RISERUNIT FL-3- WATER AND WASTE PIPING RISER

XX

XX

X

PHASE 2C- FUTURE

XXXXXXXXX

XX

XXXXXXXXX

XX

X

XX

XXXX

X

XX

X

XX

X

XXX

GARAGE

X

XX

X

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

1 / 9 / 17

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

REVISION #1 12 / 16 /16REVISION #2 1 / 9 /17

1 / 9 / 17

_

T1.1

TITLE SHEET

ALLOWABLE AREA

ALLOWABLE BUILDING HEIGHT- 60 FEET WITH A NFPA 13R SPRINKLER SYSTEM (PER TABLE 504.3)ALLOWABLE NUMBER OF STORIES- 3 STORIES WITH A NFPA 13R SPRINKLER SYSTEM (PER TABLE 504.4)ACTUAL BUILDING HEIGHTS- BUILDING 5 = +/- 29'-10" MAX.- BUILDING COMPLIES BUILDING 6 = +/- 29'-5 12" MAX. - BUILDING COMPLIES BUILDING 10 = +/- 29'-5 12" MAX. - BUILDING COMPLIES BUILDING 12 = +/- 31'-6" MAX. - BUILDING COMPLIES BUILDING 18 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 39 = +/- 29'-5 12" MAX. - BUILDING COMPLIES BUILDING 40 = +/- 29'-5 12" MAX. - BUILDING COMPLIES

ALLOWABLE HEIGHT

EMERGENCY LIGHTING NOT REQUIREDEXIT SIGNS NOT REQUIREDFIRE ALARM REQUIRED

LIFE SAFETY SYSTEMREQUIREMENTS

PRIMARY OCCUPANCY - RESIDENTIAL (R-2)DESCRIPTION AND USE- RENTAL APARTMENTSALLOWABLE AREA- 7,000 SF PER STORY(PER TABLE 506.2) WITH NFPA 13R SPRINKLER SYSTEM*ACTUAL BUILDING AREA- BUILDING 5 = 6,931 SF- BUILDING COMPLIES BUILDING 6 = 4,983 SF- BUILDING COMPLIES BUILDING 10 = 4,983 SF- BUILDING COMPLIES BUILDING 12= 4,561SF- BUILDING COMPLIES BUILDING 18 = 6,931SF- BUILDING COMPLIES BUILDING 39 = 4,983 SF- BUILDING COMPLIES BUILDING 40 = 4,983 SF- BUILDING COMPLIES

* AREA MODIFICATION FRONTAGE INCREASE NOT USED AT THIS TIME. SEE SECTION 506.3.

BUILDING IS NOT REQUIRED TO HAVE AN ELEVATOR SINCE BUILDING IS ONLY 2 STORIES AND THE FIRST FLOORIS ON GRADE. THE LOWEST FLOOR OF THE TYPE A AND B DWELLING UNITS TO BE ACCESSIBLE WITHOUT NEEDOF AN ELEVATOR.

ELEVATORREQUIREMENTS

CONSTRUCTION TYPE- V-BSPRINKLERS- YES- NFPA 13rSTANDPIPES- NOFIRE DISTRICT- NOMEZZANINE- NOBUILDING AREAS- BUILDING 5 1ST FLOOR= 6,931 SF 2ND FLOOR= 6,488 SF TOTAL= 13,419 SF BUILDING 6 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF

BUILDING 10 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF

BUILDING 12 1ST FLOOR= 4,541 SF 2ND FLOOR= 4,561 SF TOTAL= 9,102 SF

2015 SOUTH CAROLINA BUILDING CODE- BASED UPON THE 2015 IBC2009 IECCICC/ANSI A117.1- 2009FAIR HOUSING ACT

EDITION OF CODE

PROJECT INFORMATIONNAME OF PROJECT OLDFIELD MEWS- RESIDENTIAL BUILDINGSPHASE 2BADDRESS 160 OLD TOWNE ROAD, BLUFFTON, SOUTH CAROLINA, 29909PROPOSED USE RESIDENTIAL (R-2)OWNER/AGENT B AND B ASSOCIATES OF VIRGINIA, INC. 397 LITTLE NECK ROAD, BUILDING 3400, SUITE 200 VIRGINIA BEACH, VA 23452 (757) 340-3535CODE ENFORCEMENT BEAUFORT COUNTY

BUILDING DATA

LEAD DESIGN PROFESSIONAL BEACON ARCHITECTURE + DESIGN, P.L.L.C.

DESIGNERARCHITECTURALCIVILSTRUCTURALELECTRICALFIRE ALARMPLUMBINGMECHANICALSPRINKLERTRUSSES

SPRINKLERS 13r SPRINKLER SYSTEM PROVIDED (SEE SECTION 903.3.1.2)SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLINGUNITS WHERE THE BUILDING IS OF TYPE V CONSTRUCTION. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALLBE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1 INCH TO 6 INCHES BELOW STRUCTURAL MEMBERSAND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTEDOF OPEN WOOD JOIST CONSTRUCTION.

FIRMBEACON ARCHITECTURE + DESIGN, P.L.L.C.KERN & CO., LLCMCPHERSON DESIGN GROUP, P.C.ATLANTEC ENGINEERS, P.A.FIRE AND LIFE SAFETY AMERICA, INC.ATLANTEC ENGINEERS, P.A.ATLANTEC ENGINEERS, P.A.TBDUFP MID-ALTLANTIC, LLC

NAMECHRISTOPHER NASON, AIAMARK CRAPPS, P.E.GREGORY GERLING, P.E.DAVID WHITNEY, P.E.

DAVID WHITNEY, P.E.JAMES B. DELPAPATBDTBD

TELEPHONE #(252) 441-6767(912) 651-1287(757) 965-2000(919) 571-1111

(919) 571-1111(919) 571-1111TBDTBD

PROJECT SUMMARY BUILDING DESCRIPTIONS: RESIDENTIAL MULTI-FAMILY APARTMENTS WITHIN PHASE 2 OF THEOLDFIELD MEWS SUBDIVISION. ALL STRUCTURES ARE TO BE NO MORE THAN TWO STORIESAND SHALL BE COMPRISED OF SEVERAL DIFFERENT UNIT TYPES.

SCOPE OF WORK: PHASE 2B COMPRISES BUILDINGS 5, 6, 10, 12, 18, 39 AND 40.

CODE COMPLIANCE SUMMARY: RESIDENTIAL BUILDINGS ARE TO BE R-2 USE WITHIN THECOMMERCIAL BUILDING CODE. ALL RESIDENTIAL BUILDINGS ARE TO HAVE AN NFPA 13rSPRINKLER SYSTEM.

BUILDING 18 FIRST FLOOR= 6,931 SF 2ND FLOOR= 6,488 SF TOTAL= 13,419 SF BUILDING 39 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF

BUILDING 40 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF

SMOKE DETECTION SYSTEMS REQUIREDPANIC HARDWARE NOT REQUIREDEGRESS WINDOWS REQUIRED AT SLEEPING ROOMS (PER SECTION1030)

PLUMBING FIXTURE REQUIREMENTS

WATERCLOSETSMALE FEMALERESIDENTIAL OCCUPANCY

LAVATORIESMALE FEMALE

REQUIRED FIXTURES 1 PER DWELLING UNIT

DRINKINGFOUNTAINS

OTHER1 KITCHEN

SINK PER UNIT

PROVIDED FIXTURES 1 WASH/DRY PER UNIT

FIRE SEPARATION DISTANCE 10 FEET MIN. BETWEEN BUILDINGS SEE CIVIL DRAWINGS ACTUAL DISTANCE BETWEEN BUILDINGS EXCEEDS 20'/2= 10' MINIMUM. FOR BUILDINGS ON THE SAME LOT SEE SECTION 705.3. FOR MORE INFO. MINIMUM PROJECTION REQUIREMENTS WOULD NOT APPLY PER SECTION 705.2 EXCEPTION 2.

BEARING WALLS- EXTERIOR 0 HR REQUIRED (SEE TABLE 601)NON-BEARING WALLS- EXTERIOR 0 HR REQUIRED (SEE TABLE 601)BEARING WALLS- INTERIOR 0 HR REQUIRED AT DWELLING UNITS IN TYPE VB CONSTRUCTION SIMILAR FOR THE CONSTRUCTION SUPPORTING THE HORIZONTAL ASSEMBLY (SEE 711.2.3 EXCEPTION 2 FOR SUPPORTING CONSTRUCTION AND TABLE 601)NON-BEARING WALLS- INTERIOR 0 HR REQUIRED (SEE TABLE 601)SHAFTS 1 HR MIN. AT HORIZONTAL ASSEMBLY PENETRATION TO MATCH FLOOR RATING.FLOOR CONSTRUCTION 1 HR MIN. REQUIRED WITH NFPA 13r SPRINKLER SYSTEM (SEE 711.2.4.3)2ND FLOOR CEILING/ROOF 1 HR REQUIRED AT HORIZONTAL ASSEMBLY (SEE 711.2.4.3)FIRE PARTITIONS BET. DWELLING UNITS 1 HR MIN. REQUIRED WITH NFPA 13r SPRINKLER SYSTEM (SEE 708.3)PRIVATE GARAGE (LESS THAN 1,000 SF) 1 HR MIN. AT HORIZONTAL AND VERTICAL ASSEMBLIES.

MAXIMUM AREA OF EXTERIOR 45% MAXIMUM FOR UNPROTECTED SPRINKLERED BUILDIINGS.OPENINGS BASED UPON FIRE CURRENT DESIGNS DO NOT EXCEED 26% GLAZING FOR ALL SIDES OFSEPARATION DISTANCE (% OF AREA ALL THE BUILDINGS IN PHASE 2B (PER TABLE 705.8).PER STORY)

FIRE PROTECTIONREQUIREMENTS

AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED

ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN GROUPR2- BUILDINGS THAT DO NOT EXCEED 4 STORIES IN HEIGHT. PROVIDED THE ATTIC SPACE IS SUBDIVIDED INTOAREAS NOT EXCEEDING 3000 SF OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. (SEE 708.4 EXCEPTION 5)ATTIC FIREBLOCKING OR DRAFTSTOPPING IS RECOMMENDED AT EVERY DWELLING UNIT.

FIREBLOCKING/DRAFTSTOPPING

THE PROJECT IS TO BE PRIVATELY-OWNED FOR MONTHLY RENTAL. PHASE 2 IS TO HAVE AT LEAST 5% TYPE A UNITS FOR EACH TYPE OF UNIT,SEE CHARTS BELOW FOR MORE INFORMATION AND SEE THE SITE MAP FOR THE DISTRIBUTION OF THE TYPE A UNITS. ALL OTHER GROUNDFLOOR UNITS ARE TO BE TYPE B (FHA EQUIVALENT) UNITS. 2ND STORY UNITS NEED NOT BE TYPE B UNITS BECAUSE ALL OTHER UNITS AREMULTISTORY DWELLING UNITS. PER SECTION 1107.7.2, " A MULTISTORY DWELLING UNIT OR SLEEPING UNIT WHICH IS NOT PROVIDED WITHELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT." A "HANDICAPPED ACCESSIBLE" ROUTE AT ALL GROUND FLOOR FL1, FL2 ANDFL3 UNITS (BOTH TYPE A AND TYPE B) UNLESS EXEMPTED BY SITE IMPRACTICALITY, SEE CIVIL ENGINEERING DRAWINGS FOR CALCULATIONS.ANY FIELD CONDITIONS THAT MAY REQUIRE ADJUSTMENT OF GRADING AROUND BUILDINGS MUST BE BROUGHT TO THE ATTENTION OF THEOWNER AND THE ARCHITECT.

ACCESSIBILITY

1 MINIMUM1 PER DWELLING UNIT

1 MINIMUMN/AN/A

NUMBER ANDARRANGEMENTOF EXITS

EXIT REQUIREMENTSMIN. NUMBER OF EXITS

REQUIRED SHOWNFLOOR, ROOM OR SPACEDESIGNATION

COMMON PATH OF TRAVELALLOWABLE ACTUAL

1UNIT A- 1ST FLOOR

1

1

1

UNIT A- 2ND FLOOR125' 36'-5"2

EXIT NOTES:1. EACH DWELLING UNIT IS ONLY REQUIRED TO HAVE ONE MEANS OF EGRESS PER SECTION (1006.2.1 EX. 1).WITH AN AUTOMATIC SPRINKLER SYSTEM.2. THE COMMON PATH OF TRAVEL IS NOT TO EXCEED VALUES ABOVE FOR R-2 USES WITH AN NFPA 13R SPRINKLER SYSTEM.3. THE OCCUPANT LOAD FOR EACH DWELLING UNIT DOES NOT EXCEED 20 PEOPLE (1006.2.1 EX. 1).

46'-0"

41'-2"56'-2"1

111

56'-2"73'-0"

56'-5"

2

22222

UNIT FL-1 1ST FLOOR (TYPE B)UNIT FL-1 2ND FLOORUNIT FL-3 1ST FLOOR (TYPE A)UNIT FL-3 1ST FLOOR (TYPE B)UNIT FL-3 2ND FLOOR

EXIT/EXIT ACCESS

125'

125'125'125'125'125'

EXIT WIDTH (2 STORY)- NOTE ALL DWELLING UNITS ARE MEASURED FROM CL OF TENANT DEMISING WALL AND FRONT & BACK STUD FACE

FLOOR, ROOM ORSPACE DESIGNATION

(a)AREA

(b)AREA/OC. OCC.S

EGRESSCOMPONENTS

(IN./OCC.)

REQUIREDWIDTH

ACTUAL WIDTHSHOWN ON PLANS

0.8"

36" MIN. (WITHIN UNIT)*200 G 6.1

STAIRWAYS(IN./OCC.)

W/SPRINKLERS

REQUIREDWIDTH

0.15

200 G200 G200 G

*HALLWAY WIDTH WITHIN A DWELLING UNIT MUST BE 36" MINIMUM FINISHED CLEAR.

36" MIN. (WITHIN UNIT)*

36" MIN. (WITHIN UNIT)*

36" MIN. (WITHIN UNIT)*

6.7

UNIT A 1218 G

1357 G

0.9"

0.200.150.150.15

4.5894 G

1432 G 7.1

200 G

N/A N/A

UNIT FL-1 1ST FLOORUNIT FL-1 2ND FLOORUNIT FL-3 1ST FLOORUNIT FL-3 2ND FLOOR

808 G N/A N/A

N/A N/A

1.4"0.20

4.1 0.15 0.6"

SPRINKLER RISER RM.

0.6"1.0"1.0"

500 G 32" MIN. CLR. AT DOOR0.131 G 0.15 N/A N/A0.1"

PHASE 2UNIT TYPE A (2 BEDROOMS)

UNIT FL-2 (2 BEDROOMS)UNIT FL-3 (3 BEDROOMS)

UNIT FL-1 (1 BEDROOM)

UNIT C (3 BEDROOMS)UNIT D (3 BEDROOMS)UNIT E (2 BEDROOMS)UNIT K (2 BEDROOMS)

# OF UNITS2920161817203212

TOTAL 164

PHASE 21 BEDROOM UNITS2 BEDROOM UNITS3 BEDROOM UNITS

# OF UNITS

209648

5 % HC REQ'D.

14.82.4

UNITS PROVIDED

153

TOTAL 164 8.2 9

ALL SPACES WITHIN A R-2 SPRINKLERED USE ARE TO BE CLASS C. FLAME SPREAD INDEX = 76-200.SMOKE DEVELOPED INDEX = 0-450. SEE BUILDING SECTION 803 AND TABLE 803.11.

INTERIOR FINISHES

IN OCCUPANCY GROUP R-2, THRESHOLD HEIGHTS FOR SLIDING SIDE HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BEUP TO 7 34" IN HEIGHT IF ALL THE FOLLOWING APPLY: 1. THE DOOR IS NOT PART OF A REQUIRED MEANS OF EGRESS 2. THE DOOR IS NOT PART OF AN ACCESSIBLE ROUTE. 3. THE DOOR IS NOT PART OF AN ACCESSIBLE UNIT, TYPE A UNIT OR TYPE B UNIT.IN TYPE B UNITS, WHERE EX. 5,TO SECTION 1010.1.5 PERMITS, A 4" ELEVATION CHANGE AT THE DOOR, THE THRESHOLD HEIGHT ON THEEXTERIOR SIDE OF THE DOOR SHALL NOT EXCEED 4 34" IN HEIGHT ABOVE THE EXTERIOR DECK, PATIO OR BALCONY FOR SLIDING DOORSOR 4 12" FOR OTHER DOORS.

DOOR THRESHOLD(PER IBC 20151010.1.17 EX. 1 & 2 )

BATH TUBS ORSHOWERS

11 MIN.

1UNIT C- 1ST FLOOR1UNIT C- 2ND FLOOR

125'22 125'

1UNIT D- 1ST FLOOR1UNIT D- 2ND FLOOR

125'22 125'

1UNIT E- 1ST FLOOR1UNIT E- 2ND FLOOR

125'22 125'

UNIT CUNIT DUNIT E

200 G200 G

0.150.15

200 G 0.15 36" MIN. (WITHIN UNIT)*

36" MIN. (WITHIN UNIT)*

36" MIN. (WITHIN UNIT)*

36" MIN. (WITHIN UNIT)*

1543 G1698 G1414 G

7.7 1.1" N/A N/AN/A N/AN/A N/A

8.4 1.2"7.0 1.0" ACCESSIBILITY UNIT ANALYSIS

37'-3"47'-0"39'-0"49'-3"40'-1"47'-0"

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

VARIES

T1.2

RESIDENTIALCODE ANALYSIS

1CODE ANALYSISSCALE:N.T.S.

UNRATED WALL ASSEMBLY12" TH. GYPSUM WALL BOARD W/

OPTIONAL: 3 12" ACOUSTICAL NRC 1.05

BATT INSULATION BETWEEN2" X 4" WOOD STUDS @ 16" O.C.

OPTIONAL: NON-BEARING WALLS @24" O.C.JOINTS FINISHED

UNRATED WALL ASSEMBLY12" TH. GYPSUM WALL BOARD

OPTIONAL 3 12" ACOUSTICAL NRC 1.05

BATT INSULATION BETWEEN2" X 6" WOOD STUDS @ 16" O.C.

OPTIONAL: NON-BEARING WALLS @24" O.C.JOINTS FINISHED

WALL ASSEMBLIES

1

2

UL Des. U305- 1 HOUR RATED58" SHEETROCK BRAND FIRECODECORE GYPSUM PANELS (TYPE X)

3 12" ACOUSTICAL INSULATION2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.

JOINTS FINISHEDOPTIONAL VENEER PLASTER 6 34" MIN.

4A

6 12"MIN.

4 12"MIN.

CLG. ASSEMBLY

ALTERNATE ACOUSTIC ASSEMBLYAT DWELLING UNIT COMMON WALLS

GA-WP 3242- 1 HOUR RATED W/STC 50-5458" TH. SHEETROCK BRAND FIRECODE

CORE GYPSUM PANELS (TYPE X),3 " MINERAL OR GLASS FIBER INSULATION IN STUD SPACE

2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.RESILIENT CHANNELS @ 16" O.C. ATTACHED AT RIGHT

ANGLES TO ONE SIDE OF STUDS W/ 1 14" TYPE S DRYWALL SCREWS

SEE FULL GA DESCRIPTION FOR SCREW PATTERN SPACING ANDADDITIONAL INSTALLTION INSTRUCTIONS

7 14"MIN.

RATED CLG. ASSEMBLY3B FIRE PARTITION WALL (ATDWELLING UNIT SEPARATION)

FIRE PARTITION WALL (ATDWELLING UNIT STAIR WALLS)

3A FIRE PARTITION WALL (ATDWELLING UNIT SEPARATION)

UL Des. U305- 1 HOUR RATED58" TH. SHEETROCK BRAND FIRECODE

CORE GYPSUM PANELS (TYPE X) BOTH SIDES3 12" ACOUSTICAL INSULATION

2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.JOINTS FINISHED

OPTIONAL VENEER PLASTER 6 34"MIN.

RATED CLG. ASSEMBLY

ALTERNATE ACOUSTIC ASSEMBLYAT DWELLING UNIT COMMON WALLS

GA-WP 3242- 1 HOUR RATED W/STC 50-54 (SIMILAR)58" TH. SHEETROCK BRAND FIRECODE CORE GYPSUM PANELS (TYPE X),

1532" MIN. OSB SHEAR PANEL- ONE SIDE ONLY,

SEE STRUCTURAL ENGINEERING DWGS.3 " MINERAL OR GLASS FIBER INSULATION IN STUD SPACE

2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.RESILIENT CHANNELS @ 16" O.C. ATTACHED AT RIGHT

ANGLES TO ONE SIDE OF STUDS W/ 1 14" TYPE S DRYWALL SCREWS

SEE FULL GA DESCRIPTION FOR SCREW PATTERN SPACING ANDADDITIONAL INSTALLTION INSTRUCTIONS

7 14"MIN.

RATED CLG. ASSEMBLY3D FIRE PARITION WALL (AT

DWELLING UNIT SEPARATION)INTERIOR SHEAR WALL

3C FIRE PARITION WALL (ATDWELLING UNIT SEPARATION)INTERIOR SHEAR WALL

UL Des. U305- 1 HOUR RATED (SIMILAR)58" TH. SHEETROCK BRAND FIRECODE U

CORE GYPSUM PANELS (TYPE X) BOTH SIDES1532" MIN. OSB SHEAR PANEL- ONE SIDE ONLY,

SEE STRUCTURAL ENGINEERING DWGS.3 12" ACOUSTICAL INSULATION

2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.JOINTS FINISHED

OPTIONAL VENEER PLASTER

7 14"MIN.

RATED CLG. ASSEMBLY

TEN

AN

T D

EMIS

ING

PA

RTITI

ON

S(P

ER O

WN

ER'S

SEL

ECTIO

N) C

OO

RDIN

ATE

W/

ARC

HITE

CT

PRIO

RTO

CO

NST

RUC

TION

4B

FIRE PARTITION WALL (ATDWELLING UNIT STAIR WALLS)

UL Des. U305- 1 HOUR RATED58" TH. SHEETROCK BRAND FIRECODE

CORE GYPSUM PANELS (TYPE X) BOTH SIDES3 12" ACOUSTICAL INSULATION

2" X 4" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.JOINTS FINISHED

OPTIONAL VENEER PLASTER 4 34"MIN.

RATED CLG. ASSEMBLY

A

GA RC 2603- 1 HOUR RATED (UL DES. P522 SIM.)3 TAB ASPHALT SHINGLE ROOF

(UL CLASS A, B OR C ROOFING SYSTEM)W/15 LB FELT MOISTURE BARRIER AND 30 LB FELT

MOISTURE BARRIER AT VALLEYS (2 LAYERS OF 15 LB) 1532" PLYWOOD OR OSB ROOF SHEATHING, (GRADE C-D)

APPLIED AT RIGHT ANGLES TO TRUSSES WITHCONSTRUCTION ADHESIVE AND 6d RING SHANK NAILS 12" O.C.

AIR BAFFLE CHANNELS (MAINTAIN AIR SPACE)PITCH OR PARALLEL WOOD ROOF TRUSSES BUILT

FROM SOLID WOOD FRAMING (12" DEEP MIN. 24" O.C. MAX.)BLOWN-IN CELLOUSE INSULATION OR EQUIV. (R-30 MIN.)

12" TH. METAL FURRING CHANNELS INSTALLED

PERPENDICULAR TO TRUSS AND SPACED 12" O.C.1 LAYER 58" TH. SHEETROCK TYPE X GYPSUM PANELS, JOINTS FINISHED

WITH SMOOTH FINISH

ALTERNATE GA RC 2602:SAME AS ABOVE, HOWEVER IN LIEU OF METAL FURRING CHANNELS,

TWO LAYERS OF 58" TYPE -X SHEETROCK-BASE LAYER APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 1

4"TYPE W OR S SHEETROCK SCREWS. FACE LAYER APPLIED W/

178" TYPE W OR S SHEETROCK SCREWS, 12" O.C AT JOINTS

PROVIDE DRAFT STOPPING AS REQUIRED BY CODE AT ROOF TRUSSES.

B

C

FLOOR/CEILING ASSEMBLIES

UNRATED ROOF ASSEMBLY3 TAB ASPHALT SHINGLE ROOF

(OR ALTERNATE ROOFING MATERIALSSUCH AS STANDING SEAM METAL OR

FLAT SPRAY ON MEMBRANE ROOF)W/15 LB FELT MOISTURE BARRIER AND 30 LB FELT

MOISTURE BARRIER AT VALLEYS7

16" PLYWOOD OR OSB ROOF SHEATHING, (GRADE C-D)APPLIED AT RIGHT ANGLES TO TRUSSES.

PITCH OR PARALLEL WOOD ROOF TRUSSES(BUILT FROM SOLID WOOD FRAMING)

@ 16" O.C. (24" O.C. MINIMUM) W/CONT. STRONGBACKBRIDGING AS REQ'D. BY JOIST MFG

VENTED VINYL SOFFIT BOARD ATTACHED TOTHE BOTTOM OFTHE TRUSS

E

GA 610-02- 1 HOUR MEMBRANE(2) TWO LAYERS 58" TYPE X GYPSUM APPLIED

TO FRAMING OR FURRING. BASE LAYER APPLIEDAT RIGHT ANGLE TO CLG. FRAMING (MAX. 24" O.C.)

AND ATTACHED W/ 1" TYPE S OR S-12 DRYWALL SCREWS.FACE LAYER APPLIED WITH 1-5

8" TYPE S OR S-12 DRYWALLSCREWS (12" O.C.)AT END AND INTERMEDIATE JOINTS,

AND 1-12" TYPE G DRYWALL SCREWS PLACED 2" BACK ON

EITHER SIDE OF JOINTS. FACE LAYER JOINTS TO BE OFFSET24" FROM BASE LAYER JOINTS. FINISH FACE LAYER.

UL L521- 1 HOUR RATED FLOOR ASSEMBLY- SYSTEM #7FINISH FLOOR AS SCHEDULED

34" THICK (MIN.) FLOOR TOPPING MIXTURE (GYPSUM WITH 1,000 PSI)

OVER 38" METAL LATH EXPANDED GALV. STEEL DIAMOND MESHOPTIONAL: VAPOR BARRIER- 0.030 IN. TH. ASPHALT SATURATED FELT

2332" TH. T & G STUCTURAL PLYWOOD (SEE UL BOOK FOR FASTENING)

12" MIN. DEPTH PARALLEL CHORD TRUSSES @ 16" O.C. (24" O.C. MINIMUM)W/CONT. STRONGBACK BRIDGING AS REQ'D. BY JOIST MFG

GLASS FIBER BATT INSULATION (3 12" THICK MAX.)

RESILIENT CHANNELS 0.020 IN. THICK BY 12" DEEP BY 23

8" WIDE AT THE BASEAND 13

8" WIDE AT THE FACE, SPACED 16" O.C. PERPENDICULARTO THE TRUSSES. SEE UL BOOK FOR FASTENING REQUIREMENTS.

58" THICK GYPSUM BOARD (USG TYPES C, IP-X2, IPC-AR) (SEE UL BOOK FORFASTENING REQUIREMENTS) JOINTS FINISHED W/ SMOOTH FINISH

PROVIDE DRAFT STOPPING AND FIRE BLOCKING AS REQUIREDSEE FULL UL LISTING FOR CEILING DUCT AND DAMPER REQUIREMENTS.

UL L542- 1 HOUR RATED FLOOR ASSEMBLY- SYSTEM #1 FINISH FLOOR AS SCHED.

2332" TH. T & G STUCTURAL PLYWOOD (SEE UL BOOK FOR FASTENING)

12" MIN. DEPTH PARALLEL CHORD TRUSSES @ 16" O.C. (24" O.C. MINIMUM)W/CONT. STRONGBACK BRIDGING AS REQ'D. BY JOIST MFG

R-19 ACOUSTICAL BATT INSULATION (OPTIONAL)2 LAYERS 1

2" THICK THICK GYPSUM BOARD (USG TYPE C), SEE UL BOOK FORFASTENING REQUIREMENTS. JOINTS FINISHED W/ SMOOTH FINISH

(SUBSTITUTE EQUIVALENT MOISTURE RESISTANT GWB ATEXTERIOR FLOOR CONDITION- DENS-GLASS GOLD OR EQUIV.)

PROVIDE DRAFT STOPPING AND FIREBLOCKING AS REQUIREDSEE FULL UL LISTING FOR CEILING DUCT AND DAMPER REQUIREMENTS.

VARI

ES P

ERTR

USS

MFG.

VARI

ES P

ERTR

USS

MFG.

7'-0"

MIN

FROM

FIN.

FLO

OR

7'-0"

MIN

FROM

FIN.

FLO

OR

D FIRE MEMBRANE

HORIZONTAL ASSEMBLY

HORIZONTAL ASSEMBLY

HORIZONTAL ASSEMBLY

3'-4 1

/2" K

NEE

SPAC

E

CLEARKNEE/TOESPACE

9"

1'-1 1

/2"

1'-0"36

" MAX

.

COVER HOTWATER SUPPLY& DRAIN LINESW/ INSULATION

17"-19"

CLMIRROR OVER LAVATORY

ELEVATION

FULL LENGTH MIRROR

ELEVATION

19"

MIN.

48" M

AX

48" M

AX

48" M

AX

PAPER TOWEL

TOWEL, ROBE,PURSE HOOKTOWEL BAR

CLEAR FLOOR SPACE AT WATERCLOSET(ARROWS DENOTE DIRECTION OF APPROACHSOME ELEMENTS MAY OVERLAP SUCH ASDOOR SWING AND LAVATORY, SEE ENLARGEDUNIT PLANS FOR MORE SPECIFIC INFO.)

66" M

IN.

48" MIN.

56" M

IN.

48" MIN.

16"-18"CL CL

56" M

IN.

60" MIN.

CL

ADA WC

PAPERDISP.

30" MINCLEAR

29" M

IN.

27" M

IN.

1'-0"MIN.

1'-1 1

/2" M

IN.

9" MAX.

17" MIN.

GRABBAR39"-41"

18"

17" M

IN.

TO 19

"TO

TOP

OF S

EAT

36" MAX.

33"-3

6"

42" MIN.12"

MAX.

39"-4

1"

16"-18"TO CL.

6"MAX.

12"MIN. 24" MIN.

36" MIN.

33"-3

6"

16"-18" 16"-18"

15"TO16"

17"

TO 19"

30" M

IN.

LENGTH OF TUB

33"-3

6"3"

-6"

18" M

IN.

8"-1

0"

12" MAX.24" MIN.

24"MAX.

4" M

AX.

CO

NTR

OL

END

WA

LL24

" MIN

12" M

IN.

BACK WALL

HEA

D E

ND

WA

LL

REMOVABLESEAT

REMOVABLESEAT

1 2"

ALUM. THRESHOLDADA COMPLIANT

LOW-PROFILE

DOOR SWEEP

MAX. 12" FLOORFINISH @ SILL

DOOR AS SCHED.

NOTE: FURR-OUT ELECTRICAL OUTLETS, ETC. AS REQ'D FOR TYPE A UNITS SO AS NOT EXCEED THE 24" LIMIT INCLUDING THE KITCHEN COUNTER OVERHANG.TYPE B AND FHA UNITS SHALL NOTE EXCEED 25 1

2" SEE CODE SECTIONS FOR OTHER LIMITATIONS AND STIPULATION THAT MAY APPLY, SUCH AS LOCATION RELATIVE TOTHE CORNER AND MULTIPLE OUTLETS AROUND A SINK.

NOTE: FOR TYPE A AND B UNITS (FHA) ON GRADE LEVEL TO MEET ACCESSIBLEROUTE REQUIREMENTS. SLIDING PATIO DOORS WITHIN FHA UNITS HAVEDIFFERING REQUIREMENTS SEE BOOK FOR MORE INFORMATION.

UNRATED EXTERIOR WALLVINYL SIDING (6" EXPOSURE)

OR OWNER SELECTED EQUIVALENTBLDG PAPER OR 15 LB BUILDING FELT AS REQ'D.

716" APA RATED STRUCT. SHEATHING- EXPOSURE 1

2" X 4" WOOD STUDS @ 16" O.C.R-13 BATT INSULATION

12" TH. GYPSUM WALLBOARD, SMOOTH FINISH

5

EXTERIOR WALL TYPES -

UNRATED EXTERIOR WALL4" BRICK VENEER

W/CORRUGATED NAIL-ON BRICK TIEINSTALLED PER MFG. RECOMMENDED SPACING

1" AIR SPACEBLDG PAPER OR 15 LB BUILDING FELT AS REQ'D.7

16" APA RATED STRUCT. SHEATHING- EXPOSURE2" X 4" WOOD STUDS @ 16" O.C.

R-13 BATT INSULATION12" TH. GYPSUM WALLBOARD, SMOOTH FINISH

BRICK TIE AT STUD,16" O.C. MIN., TYPICAL +/- 9 14"

+/- 5 14"

6

UL Des. WL1039-1 HOUR RATED PENETRATION

58" GWB EACH SIDE

OF 2" X 4" WOOD STUD(MINIMUM)

1 12" TH. MINERALWOOL BATT, MIN.

4" OR SMALLERSCHEDULE 10 STEELPIPE W/ 14" TO 1 14"ANNULAR SPACE

12" MIN TH. FILL MATERIALUSG TYPE FC OR EQUIV.

BRICK CONTROL JOINT NOTE:MASON TO PROVIDE VERTICAL EXPANSION JOINTS AND

CONTROL JOINTS AS REQUIRED TO PREVENT CRACKING OFVENEER MASONRY. SEE THE BRICK INDUSTRY

ASSOCIATE AND THE AMERICAN MASONRY INSTITUTE GUIDELINES FOR MORE INFORMATION.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

VARIES

T1.3

RESIDENTIALADA AND RATEDWALL DETAILS

1ADA MOUNTING HEIGHTS AND CLEARANCES (SEE ICC - ANSI A117.1-2009)SCALE:N.T.S. 2

FIRE RESISTIVE CONSTRUCTION (RESIDENTIAL BUILDINGS ONLY)SCALE:N.T.S.

(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A A2.12

A2.13

(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

175'-7" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

44'-6

" (ST

UD T

O S

TUD

)

5'-6

"

SPRINKLERRISER ROOM

OMIT SIDE WINDOWAT SPRINKLER RISER ROOM

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOW

AT UNIT

OMIT SIDEWINDOW

AT UNIT

6'-7

"

4'-7"

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

BRICKVENEER

BRICKVENEER

BRICKVENEER

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

4'-0

"

5'-6

"

4'-0

"

5'-6

"

4'-0

"

5'-6

"

4'-0

"

4'-0

"

A2.11

A2.14

ELECTRICMETERS (5)

ELECTRICMETERS (6)

2'-0

"

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 18" = 1'-0"BUILDING 5- FIRST FLOOR PLAN

1

_

A1.1

BUILDING 5FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21FOR

DETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A (SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A (SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

ESPRINKLER

RISER ROOM

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

12"

O.H

.

12"

O.H

.

+/- 7:12 SL.TYPICAL

6:12

SL

6:12

SL

A A

RIDGE

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

12"

O.H

.

12"

O.H

.

EAV

E

6:12

SL

6:12

SL

RIDGE

12"

O.H

.

12"

O.H

.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

E E

EAV

E

EAV

E

6:12

SL

RIDGE

12"

O.H

.

12"

O.H

.

E E

6:12

SL

6:12

SL

6:12

SL

A A

RIDGE

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

EAV

E

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

EAV

E

6:12

SL

RIDGE

12"

O.H

.

12"

O.H

.

E E

6:12

SL12"

O.H.

12"O.H.

12"O.H.

12"O.H.

CONCRETESLAB, BELOW,

TYPICALSPRINKLER

RISER ROOM,BELOW

6:12 SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12SLOPE

4:12SLOPE

4:12SLOPE

4:12SLOPE

4:12SLOPE

4:12SLOPE

EAV

E

EAV

E

EAV

E

EAV

E

PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 18" = 1'-0"BUILDING 5- SECOND FLOOR PLAN

1

_

A1.2

BUILDING 5FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 5- ROOF PLAN

2

ELECTRICMETERS (4)

(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

DA2.22

A2.21

A2.24

A2.23

(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D

142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

40'-0

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

4'-0

"

REMOVEWINDOW ATBUILDING #6

STREET SIDE

4'-0

"

BRICK VENEER,TYP.

OMIT SIDEWINDOW AT UNIT

OMIT SIDEWINDOW

AT UNIT

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL

CONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

4'-7"

6'-7

"

BRICK VENEER,TYP.

1'-6

"

1'-6

"

ELECTRICMETERS (3)

SPRINKLERRISER ROOMLOCATION FORBUILDING #6

2'-0

"

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 6- FIRST FLOOR PLAN1

_

A1.3

BUILDING 6FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

D D

C C

D D(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

PORCH ROOFBELOW, TYP.

PORCH ROOFBELOW, TYP.

SPRINKLERRISER ROOMLOCATIONFOR BUILDING #6

CRICKETAT OPPOSINGVALLEY, V.I.F.

6:12

SL

6:12

SL

CRICKETAT OPPOSINGVALLEY, V.I.F.

D D

C C

D D

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

RIDGE

RIDGE

RIDGE RIDGERIDGE

RIDGE

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E EAV

E

EAV

EEAV

EEA

VE

EAV

EEA

VE

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

12"

O.H

.

12"

O.H

.12

"O

.H.

12"

O.H

.

6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.

12"O.H. 12"

O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"

O.H

.

12"

O.H

.

12"

O.H

.

12"

O.H

.

CONCRETESLAB, BELOW,

TYPICAL

SPRINKLERRISER ROOM,BELOW

6:12 SL

PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 6- SECOND FLOOR PLAN1

_

A1.4

BUILDING 6FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 6- ROOF PLAN2

ELECTRICMETERS (4)

(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D (SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D

142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

40'-0

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

4'-0

"

SPRINKLERRISER ROOMLOCATIONFOR BUILDING #10

REMOVEWINDOW AT

BUILDING #10

STREET SIDE

6'-7"4'-7

"

4'-0

"

BRICK VENEER,TYP.

OMIT SIDEWINDOW AT UNIT

OMIT SIDEWINDOW

AT UNIT

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL

CONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

BRICK VENEER,TYP.

1'-6

"

1'-6

"

A2.32

A2.34

A2.31

A2.33

ELECTRICMETERS (3)

2'-0"

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 10- FIRST FLOOR PLAN1

_

A1.5

BUILDING 10FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

D D

C C

D D(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

PORCH ROOFBELOW, TYP.

PORCH ROOFBELOW, TYP.

SPRINKLERRISER ROOM

LOCATIONFOR BUILDING #10

CRICKETAT OPPOSINGVALLEY, V.I.F.

6:12

SL

6:12

SL

CRICKETAT OPPOSINGVALLEY, V.I.F.

D D

C C

D D

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

RIDGE

RIDGE

RIDGE RIDGERIDGE

RIDGE

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E EAV

E

EAV

EEAV

EEA

VE

EAV

EEA

VE

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

12"

O.H

.

12"

O.H

.12

"O

.H.

12"

O.H

.

6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.

12"O.H. 12"

O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"

O.H

.

12"

O.H

.

12"

O.H

.

12"

O.H

.

CONCRETESLAB, BELOW,

TYPICAL

PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.

6:12

SL

SPRINKLERRISER ROOM,BELOW

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 10- SECOND FLOOR PLAN1

_

A1.6

BUILDING 10FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 10- ROOF PLAN2

(SEE A1.26 FORDETAILED PLAN)

FL1

(SEE A1.28 FORDETAILED PLAN)

FL3

(SEE A1.28aFOR DETAILED

PLAN)

(SEE A1.26 FORDETAILED PLAN)

FL1

92'-0 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

62'-0

" (ST

UD T

O S

TUD

)

68'-5

1/2

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

STREET SIDE

8'-0

"8'

-0"

SPRINKLERRISER ROOM

5'-0

3/4

"

7'-0 1/2"

OMIT BRICK AT INSIDE OFSPRINKLER RISER ROOM

AS REQ'D.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

67'-0

3/4

"

HVAC UNITV.I.F., TYP.

HVAC UNITV.I.F., TYP.

ELECTRICMETERS (5)

ELECTRICMETERS (4)

BRICK VENEER,TYP.

A2.44

A2.41

A2.43

A2.51

A2.42

A2.45

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THE ARCHITECT OR ITSCONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT DOCUMENTS, DELAYS THE COMPLETIONOF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS, OR OTHER ENTITY INVOLVED IN THE PROJECTUNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WAS DISCOVERED OR COULD REASONABLY HAVEBEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR, AND IF APPROPRIATE, TAKE SUCH STEPS AS ARENECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE A WAIVER OF ANY CLAIM FOR DAMAGES, OR ARIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOW A REDUCTION IN THE FEES OTHERWISE DUE THEARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/OR ENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTED WITHOUTPRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THEARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'S PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 12- FIRST FLOOR PLAN1

_

A1.7

BUILDING 12FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

FL3

FL3 FL1

FL1(SEE A1.28 FORDETAILED PLAN)

(SEE A1.26 FORDETAILED PLAN)

(SEE A1.28 FORDETAILED PLAN)

PORCH ROOFBELOW, TYP.

FALSE DECK,TYP.

PORCH ROOFBELOW, TYP.

SPRINKLERRISER ROOM

FL3

FL3

VALLEY

VALLEY

VALL

EY

10:12 SL

HIP

EAVE

EAVE

OVERFRAMEROOFAS REQ'D.

LINE OF WALLBELOW

VALL

EY

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 12- SECOND FLOOR PLAN1

_

A1.8

BUILDING 12FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 12- ROOF PLAN2

(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

A2.61

A2.64

(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

175'-7" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

44'-6

" (ST

UD T

O S

TUD

)

5'-6

"

SPRINKLERRISER ROOM

OMIT SIDE WINDOWAT SPRINKLER RISER ROOM

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOW

AT UNIT

OMIT SIDEWINDOW

AT UNIT

6'-7

"

4'-7"

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

BRICKVENEER

BRICKVENEER

BRICKVENEER

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

4'-0

"

5'-6

"

4'-0

"

5'-6

"

4'-0

"

5'-6

"

4'-0

"

4'-0

"

A2.62

A2.63

ELECTRICMETERS (5)

ELECTRICMETERS (6)

2'-0

"

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 18" = 1'-0"BUILDING 18- FIRST FLOOR PLAN

1

_

A1.9

BUILDING 18FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21FOR

DETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A (SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

E(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A (SEE A1.24 FORDETAILED PLAN)

E(SEE A1.24 FORDETAILED PLAN)

ESPRINKLER

RISER ROOM

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION

12"

O.H

.

12"

O.H

.

+/- 7:12 SL.TYPICAL

6:12

SL

6:12

SL

A A

RIDGE

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

12"

O.H

.

12"

O.H

.

EAV

E

6:12

SL

6:12

SL

RIDGE

12"

O.H

.

12"

O.H

.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

E E

EAV

E

EAV

E

6:12

SL

RIDGE

12"

O.H

.

12"

O.H

.

E E

6:12

SL

6:12

SL

6:12

SL

A A

RIDGE

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

EAV

E

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

EAV

E

6:12

SL

RIDGE

12"

O.H

.

12"

O.H

.

E E

6:12

SL12"

O.H.

12"O.H.

12"O.H.

12"O.H.

CONCRETESLAB, BELOW,

TYPICALSPRINKLER

RISER ROOM,BELOW

6:12 SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12

SL

4:12SLOPE

4:12SLOPE

4:12SLOPE

4:12SLOPE

4:12SLOPE

4:12SLOPE

EAV

E

EAV

E

EAV

E

EAV

E

PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 18" = 1'-0"BUILDING 18- SECOND FLOOR PLAN

1

_

A1.10

BUILDING 18FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 18- ROOF PLAN

2

ELECTRICMETERS (4)

(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D (SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D

142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

40'-0

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

4'-0

"

SPRINKLERRISER ROOM

LOCATION FORBUILDING #39

STREET SIDE

4'-0

"

BRICK VENEER,TYP.

OMIT SIDEWINDOW AT UNIT

OMIT SIDEWINDOW

AT UNIT

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL

CONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

BRICK VENEER,TYP.

1'-6

"

1'-6

"

A2.72

A2.74

A2.71

A2.73

ELECTRICMETERS (3)

10 1 2"

6'-7

"

4'-7"

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 39- FIRST FLOOR PLAN1

_

A1.11

BUILDING 39FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

D D

C C

D D(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

PORCH ROOFBELOW, TYP.

PORCH ROOFBELOW, TYP.

SPRINKLERRISER ROOM

LOCATION FORBUILDING #39

6" O.H

.6" O.H

.

6"O.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

6:12

SL

6:12

SL

CRICKETAT OPPOSINGVALLEY, V.I.F.

D D

C C

D D

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

RIDGE

RIDGE

RIDGE RIDGERIDGE

RIDGE

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E EAV

E

EAV

EEAV

EEA

VE

EAV

EEA

VE

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

12"

O.H

.

12"

O.H

.12

"O

.H.

12"

O.H

.

6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.

12"O.H. 12"

O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"

O.H

.

12"

O.H

.

12"

O.H

.

12"

O.H

.

CONCRETESLAB, BELOW,

TYPICAL

PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.

SPRINKLERRISER ROOM,

BELOW

6:12 SL

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 39- SECOND FLOOR PLAN1

_

A1.12

BUILDING 39FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 39- ROOF PLAN2

ELECTRICMETERS (4)

(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D (SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.23 FORDETAILED PLAN)

D(SEE A1.23 FORDETAILED PLAN)

D

142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

40'-0

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

4'-0

"

REMOVEWINDOW ATBUILDING #40

STREET SIDE

4'-7"

6'-7

"

4'-0

"

BRICK VENEER,TYP.

OMIT SIDEWINDOW AT UNIT

OMIT SIDEWINDOW

AT UNIT

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL

CONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

GRADE-LEVELCONC. SLAB, TYP.

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

BRICK VENEER,TYP.

1'-6

"

1'-6

"

A2.82

A2.84

A2.81

A2.83

ELECTRICMETERS (3)

2'-0

"

SPRINKLERRISER ROOMLOCATION FORBUILDING #40

GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.

3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 40- FIRST FLOOR PLAN1

_

A1.13

BUILDING 40FLOOR PLANS

TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".

D D

C C

D D(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.23 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION

PORCH ROOFBELOW, TYP.

PORCH ROOFBELOW, TYP.

SPRINKLERRISER ROOM

LOCATIONFOR BUILDING #40

CRICKETAT OPPOSINGVALLEY, V.I.F.

6:12

SL

6:12

SL

CRICKETAT OPPOSINGVALLEY, V.I.F.

D D

C C

D D

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

6:12

SL

RIDGE

RIDGE

RIDGE RIDGERIDGE

RIDGE

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E

EAV

E EAV

E

EAV

EEAV

EEA

VE

EAV

EEA

VE

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

+/- 7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

12"

O.H

.

12"

O.H

.12

"O

.H.

12"

O.H

.

6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.

12"O.H. 12"

O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"O.H.

12"

O.H

.

12"

O.H

.

12"

O.H

.

12"

O.H

.

CONCRETESLAB, BELOW,

TYPICAL

PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.

SPRINKLERRISER ROOM,

BELOW

6:12 SL

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 40- SECOND FLOOR PLAN1

_

A1.14

BUILDING 40FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 40- ROOF PLAN2

PDR

CL.

KITCHEN

CONC.PATIO

LIVINGROOM

DININGROOM

PAN.

ENTRY

LA.

BATH#2

BATH#1

CL.

CL.

CL.

BEDROOM #1

BEDROOM#2

CL.

LIN.

ENTRY

BEDROOM #1

BATH#1

CL.

COVEREDPATIO/

SUNROOMDININGROOM

LIVINGROOM

LAUND.

KITCH.(SEE 2ND FLOOR

FOR DIMS)

PAN.

BEDROOM #2

BATH#2

CL. CL.

BEDROOM #3

CLOSET

CL.

CL.

ENTRY

BEDROOM #1

BATH#1

CL.

COVEREDPATIO/

SUNROOM

DININGROOM

LIVINGROOM

KITCH.

PAN.

BEDROOM #2

BATH#2

CL. CL.

BEDROOM#3

CLOSET

CL.

CL.LAUND.

ENTRY

BEDROOM #1

BATH #1CLOSET

CL.

ENTRY

COVEREDPATIO/

SUNROOMDININGROOM

LIVINGROOM

LAUNDRY

KITCH

BEDROOM#2

BATH#2

CL. CL.

BEDROOM #3

CLOSET

CL.

CL.

PANTRY

PDR.

LIVINGROOM

CONC.PATIO

STOR.

DINING ROOM

KITCHEN

ENTRY

LA.

BATH#1

BEDROOM #1

BATH#2

CL.

BEDROOM#2

BEDROOM#3

CL.

LIN.

CLOSET CL.

GARAGE

CL.

PAN.(PRHT)

PDR

LIVINGROOM

PATIO

FOYER

DININGROOM

KITCHEN

BATH #2

CL.

BEDROOM #2 BEDROOM #3

BEDROOM #1

WIC

CL.

BATH#1

L.

LIN.

CL.

LIVINGROOM

FOYER

GARAGE

PDR

CL.

COVEREDPORCH

CONC.PATIO

PAN.

KITCHENBREAKFAST

LIN.

BEDROOM #1

BEDROOM #2

CL.

CL.

BATH#2

CL.

CL.

BATH#1

LA

COVEREDPATIO

LAUNDRY

DININGROOM

BATH#1

CLOSET

BEDROOM#1

KITCH.

PAN.

STORAGE

LIVINGROOM

COVEREDPATIO

ENTRY

LAUNDRY

DININGROOM

BATH#1

CLOSETBEDROOM

#1

KITCH.

STORAGE

LIVING ROOM

CL.ENTRY

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

A1.20

UNIT FLOORPLAN

COMPARISON

UNIT A - FIRST FLOOR PLAN1

SCALE: 18" = 1'-0"

SHEET NOTE:THIS SHEET IS FOR BASIC LAYOUT COMPARISON

ONLY. DO NOT SCALE THIS DRAWINGS.SEE THE INDIVIDUAL UNIT PLANS FOR DIMENSIONS.

UNIT A - SECOND FLOOR PLAN2

SCALE: 18" = 1'-0"

UNIT FL3 - FIRST FLOOR PLAN11

SCALE: 18" = 1'-0"UNIT FL3 - SECOND FLOOR PLAN

12SCALE: 18" = 1'-0"

UNIT FL3 ADA - FIRST FLOOR PLAN13

SCALE: 18" = 1'-0"

UNIT C - FIRST FLOOR PLAN3

SCALE: 18" = 1'-0"UNIT C - SECOND FLOOR PLAN

4SCALE: 18" = 1'-0"

UNIT D - FIRST FLOOR PLAN5

SCALE: 18" = 1'-0"UNIT D - SECOND FLOOR PLAN

6SCALE: 18" = 1'-0"

UNIT E - FIRST FLOOR PLAN7

SCALE: 18" = 1'-0"UNIT E - SECOND FLOOR PLAN

8SCALE: 18" = 1'-0"

UNIT FL1 - FIRST FLOOR PLAN9

UNIT FL1 - SECOND FLOOR PLAN10

SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"

LINE OF PORCHROOF ABOVE

PDR

CL.

UP

15 T

, 16R

KITCHEN

RAISED BAR

SINK

RANGE

REFRIG.

CONC.PATIO

LIVINGROOM

DININGROOM

DWBELOW

HW

PAN.

ELEC.PANEL 2

4

5

6

1

A

B

ENTRY

ACCESSPANEL

(22" X 36")

OPTIONAL:WINDOWS

AT BLDG. ENDWALL ONLY,

SEE ELEVATIONS

17'-0 1/2"

36'-0

"

+/- 1

2'-8

3/4

"+/

- 23'

-3 1

/4" O

UTSI

DE

OF

WA

LL T

O P

RHT

KNEE

WA

LL

CLCL

5'-6"7'-4 1/4"

5'-1

0"

11'-5

1/4

"3'

-1 3

/4"

+/- 6

'-9"

+/- 1

4'-8

"8'

-0"

46'-0

"

4'-4 1/2" 7'-10 3/4" 4'-9 1/4"

CL

2'-0

"

3'-7 1/2"12'-11 1/2"

8'-11 1/2" INSIDE OF STUDTO OUTISDE OF KNEE WALL 4'-0"

6'-6 1/2" 3'-3" 4'-6" 2'-3 1/2"

2'-0

"8'

-2 1

/4"

2'-6

1/2

"

WC

S & R66"

4 SHELVES36",48",

60", &72"

3

OPTIONAL:WINDOWSAT BLDG. ENDWALL ONLY,SEE ELEVATIONS.

A3.11

C

3A

OR

5

TYP

5

3AOR

1

2

TYP

DABOVE

FLOORDRAIN, SEEPLUMBINGENG. FOR

MORE INFO

6'-4

"

2'-0

"

4'-2 1/4"

3'-0" MAX.

FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS

8'-0"

SHELFABOVE

12"

B

5'-6

"

6OR

6" X6" PT POST

LINE OFCONCRETESLAB

+/-

3 1/

2"

+/-

3'-9

1/2

"

2" X 6"KNEE WALL

2" X 4"KNEE WALL

TYP

2

36" MIN.FINISHED

CLR.

3B

OR

3C

OR

3D 3BOR3COR3D

CL

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURERTO PROVIDE TESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7

8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS ORFIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

A

5'-1

1 1 2"

U.D

.

2'-11 12" U.D.

B

SINGLE HUNG WINDOW (EGRESSW/OPENING LIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)

SINGLE HUNGWINDOW

4'-1

1 1 2"

U.D

.

3'-0" R.O.

6'-0

" R.O

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

POWDER ROOMLIVING ROOMDINING ROOM

STORAGE CLOSETCOAT CLOSET

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPET

VINYLVINYL

CARPETVINYLVINYL

CARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

1 134" 3'-0" 6'-8" 1

23

ALUM./GLASS

4567

89

10

TYPE

B

111213141516

METAL EXTERIOR INSWING DOOR W/TRANSOM

WOOD1'-6" 6'-8" 6FHC WOOD/COMP C 1 38"WOOD2'-0" 6'-8" 6FHC WOOD/COMP C 1 38"WOOD2'-0" 6'-8"FHC WOOD/COMP C 1 38"WOOD2'-6" 6'-8"FHC WOOD/COMP C 1 38"

GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASSD 1 38" 6'-8"6'-0"1 38" 3-6" 6'-8" 6AFHC WOOD/COMP1 38" 3'-6" 6'-8" 6AFHC WOOD/COMP

INTERIOR SINGLE SWING DOOR

WOOD2'-0" 6'-8" 2FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR

WOOD2'-6" 6'-8" 3FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR

WOOD2'-0" 6'-8" 6FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOORWOOD2'-6" 6'-8" 3FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOORWOOD2'-0" 6'-8" 2FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR

3'-0" 6'-8" 6A3'-0" 6'-8" 6A 1 38"FHC WOOD/COMP

1 38"FHC WOOD/COMP

1 38" 5'-0" 6'-8" 6AFHC WOOD/COMP

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

26

4INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

WOODWOOD

WOOD

WOODWOOD

HARDWARE SETS:SET #1: ENTRY PASSAGE SET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP,SET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: NOT USEDSET #6: PASSAGE SET: BUTTS, STOP

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD, ROT-RESISTANTJAMB AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW & DOOR HEADERSIZING, TYP.

INTERIOR DOUBLESWING DOOR RAISEDPANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR SLIDING GLASS DOORSEE PLAN FOR OPERABLE SIDE,BASED ON PLY-GEM BUILDERSERIES 5700 SLIDING PANEL DOOR

DOOR TYPE: D

EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL

8'-0

" R.O

.

6'-8

"4"

12"

+/- 6

'-8" R

.O.

+/- 6'-0" R.O.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH

POWDERBATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR WIDTH

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

5 LAMP- 36"

39"48"36"

39"48"36"

40" W/ 6" BANJO49"

WALL TO WALL V.I.F.

5 LAMP- 36"

3'-6

"

OPEN

9'-0

"

3'-0

"1'

-6"

3'-6

"1'

-0"

SEEDETAIL17/A4.1

SEEDETAIL16/A4.1

DN

3'-4"

WASH

DRYERLA.

BATH#2

TUB/SHOWER42" X 60"

BATH#1

CL.

CL.

CL.

BEDROOM #1

BEDROOM#2

ATTIC ACCESSDOOR (20 MIN.)INSULATE PERCODE

CL.

TUB/SHOWER42" X 60"

LIN.

11

15

16

8

7

1413

12

9

10

B B

B B

+/- 3

'-7"

5'-1

3/4

"

4'-1

1"4'

-8 1

/4"

5'-4

1/2

"5'

-6 1

/4"

10'-7

"

10'-1

1 1/

4"+/

- 5'-3

1/4

"+/

- 6'-2

1/2

"+/

- 3'-0

"5'

-5 1

/4"

2'-2 1/4"10'-6"4'-4 1/4"

4'-4 1/2" 7'-10 3/4" 4'-9 1/4"

14'-3 1/2"

2'-4 1/2"

9'-10 3/4" 4'-4 3/4"

6'-3 1/4"3'-5 1/2" 6'-10 1/4"

2'-4 1/2" 14'-2 1/2"

36'-0

"

17'-0 1/2" CLCL

WC

WC

S &

R -

42" &

84"

S &

R -

42" &

84"

4 SHELVES36",48",60",72"

S &

R -

66"

S &

R -

66"

OPTIONAL:WINDOW

AT BLDG. ENDWALL ONLY

A3.11

3A

TYP

3A

TYP

5

TYP

5

1TYP

2

2

2

2'-1

1 1/

2"

3'-2 3/4"

5'-1

0"

B1'

-4"

INSI

DE

DIM

.

HVACCHASE,SEE MECH.

FURR-OUTWALL AS

REQ'D. FORPLUMBING

V.I.F.

1

TYP

PRHT WALL,SEE 8/A4.1

+/- 3 1/2"

SLOPEDFLOOR,SEESECTIONFORMOREINFO.

LINE OF AHU ABOVE,SEE MECH. DRAWINGS

6OR

CLCL

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN

1A1.21

UNIT ABUILDING

PLANS

SCALE: 14" = 1'-0"SECOND FLOOR PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4

SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

5

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

POWDER ROOMLIVING ROOMDINING ROOM

STORAGE CLOSETCOAT CLOSET

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPET

VINYLVINYL

CARPETVINYLVINYL

CARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

3'-1

1 1 2"

U.D

.

SINGLE HUNGWINDOW

BA

SINGLE HUNG WINDOW (EGRESSW/OPENING LIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

4'-0

" R.O

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

3'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

4'-0

" R.O

.

SINGLE HUNGWINDOW

C

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDETESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7

8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXEDOPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

CL.

UP

15 T

, 16R

RAISED BAR

REFRIG.

PANTRY

PDR.

LIVINGROOM

CONC.PATIO

STOR.

HW

DWBELOW

RANGE

SINK

DINING ROOM

KITCHEN

ENTRY

B

1

2

3

4

5

6

A

+/- 1

8'-1

0"

6'-7 3/4" 9'-0 1/2" 6'-2"

CL

14'-1

0"6'

-7"

6'-3

1/2

"7'

-9 1

/2"

35'-6

"

10'-11 1/8" 10'-11 1/8"

2'-0

"8'

-0"

45'-6

"

21'-10 1/4"CL CL

2'-1

0"13

'-10"

5'-9

"2'

-6 1

/2"

11'-4

1/2

"13

'-10"

5'-3 1/4" 12'-4" 3'-9 1/2"

3'-7 3/4"4'-7"13'-2"

WC

S & R - 66"

4 SHELVES36",48",60",72"

CL

2'-0

"2'

-0"

A3.31

ELEC. PANEL(2"X6" WALL)

5

TYP

5

1

2

1

DABOVE

LINE OF PORCHROOF ABOVE

1 TYP

FLOORDRAIN, SEEPLUMBINGENG. FOR

MORE INFO

B

6" 6"

FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS

3'-0" MAX.

8'-0"

SHELFABOVE

B OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS

6" X6" PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

2" X 4"KNEE WALL

2" X 6"KNEE WALL

4'-1

1"

+/-

4'-0

3/4

"

3AOR3B

OR3COR3D

6OR

7'-5" 4'-11"

DN

LA.

BATH#1

TUB/

SHO

WER

42" X

60"

BEDROOM #1

BATH#2

CL.

BEDROOM#2

BEDROOM#3

CL.

LIN.

ATTICACCESSDOOR(20 MIN.)

TUB/SHOWER30" X 60"

B B

BB

78

11

10

12 13

1514

16

17

CL

3'-1"

12'-7

1/4

"5'

-4 1

/2"

12'-2

"

35'-6

"

2'-3

1/2

"

6'-3

"2'

-10

1/2"

+/-

2'-8

1/4

"10

'-4"

6'-7 3/4" 9'-0 1/2" 6'-2"

CL CL

21'-10 1/4" CL

9'-6" 5'-3 3/4"

15'-2 3/4" 6'-2"

5'-5 1/2" 4'-7"5'-2 1/4"

6'-2"

7'-1 3/4" 6'-6"

3'-6"

10'-9"

3'-0"4'-3"2'

-3 1

/2"

WC

WC

4 SH

ELV

ES36

",48"

,60"

,72"

S & R - 66"

S & R - 66"

LINE OF PORCHROOF ABOVE

A3.31

5

TYP

5 OR

1

TYP 2

2

CLOSETS & R - 66"

10'-7 3/4"

2'-5

1/2

"7

1/4"

3'-5

3/4

"

CL. S & R - 66"

WASHDRYER

1

3'-6" 4'-3"

9

KNEE WALL

B

OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS

23 3 4"

+/- 7

'-10

3/4"

V.I.

F.W

/ HE

AD

HG

T.

C

3'-11 1/2"

10'-9"10'-7 3/4"

FURR-OUTWALL ASREQ'D. FORPLUMBING

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

6

6'-11 1/2"

3'-0" MIN.CLR.

1

TYP

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

1 3'-0" 6'-8" 123456789

10

TYPE

B

WOOD1 38" 2'-0" 6'-8" 6WOODC

1 38" 3'-6" 6'-8" 6A1 38" 3'-6" 6'-8" 6

1 38" 2'-6" 6'-8" 6C

1 38" 2'-0" 6'-8" 6FHC WOOD/COMP C

6'-0" 6'-8" 4D 1 38"

WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP C

WOOD1 38" 6'-8"C

FHC WOOD/COMP

FHC WOOD/COMP

FHC WOOD/COMPFHC WOOD/COMP

11 1 38" 2'-4" 6'-8" 2FHC WOOD/COMP

12 1 38" 2'-4" 6'-8" 2CFHC WOOD/COMP

13 1 38" 1'-8" 6'-8" 6CFHC WOOD/COMP

14 1 38" 2'-6" 6'-8" 3CFHC WOOD/COMP

15 1 38" 4'-0" 6'-8" 6WOODAFHC WOOD/COMP

16 1 38" 2'-6" 6'-8" 3CFHC WOOD/COMP

17 1 38" 4'-0" 6'-8" 6WOODAFHC WOOD/COMP

GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASS

FHC WOOD/COMP

AC

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

METAL 134"

WOODWOODWOODWOODWOODWOOD

WOOD

WOOD

INTERIOR SINGLE SWING DOOR

ALUM./GLASS EXTERIOR INSWING DOOR W/TRANSOM

INTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

WOOD1 38" 5'-0" 6'-8" 6AFHC WOOD/COMP INTERIOR DOUBLE SWING DOOR2'-6" 3

HARDWARE SETS:SET #1: ENTRY PASSAGE SET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP,SET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: NOT USEDSET #6: PASSAGE SET: BUTTS, STOP

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD, ROT-RESISTANTJAMB AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW & DOOR HEADERSIZING, TYP.

INTERIOR DOUBLESWING DOOR RAISEDPANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR SLIDING GLASS DOORSEE PLAN FOR OPERABLE SIDE,BASED ON PLY-GEM BUILDERSERIES 5700 SLIDING PANEL DOOR

DOOR TYPE: D

EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL

8'-0

" R.O

.

6'-8

"4"

12"

+/- 6

'-8" R

.O.

+/- 6'-0" R.O.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH

POWDERBATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR WIDTH

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

45"36"36"

45"36"36"

45" TO KNEE WALL

37" W/ 6" BANJO37" W/6" BANJO

5 LAMP- 36"3 LAMP- 24"

3'-6

"

OPEN

9'-0

"

SEEDETAIL17/A4.1

SEE DETAIL16/A4.1

WINDOW ASSCHEDULED

3'-0

"1'

-6"

3'-6

"1'

-0"

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN

1A1.22

UNIT CBUILDING

PLANS

SCALE: 14" = 1'-0"SECOND FLOOR PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4

SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

5

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.

ELEC.PANEL

GARAGE

SHELF &ROD- 26"

CL.

4 SHELVES36",48",60",72"

PAN.(PRHT)

PDR

LIVINGROOM

UP 15 T, 16R

12'-3"12'-3 1/4"

8'-0

"

8'-0"

PATIO

FOYER

DININGROOM

4'-3

"9'

-4"

14"

4'-4

"5'

-2"

3'-0

"

36'-0

"

16'-3

1/2

"19

'-8 1

/2"

24'-6 1/4"

14'-3 1/2"

8'-6 3/4" 1'-2 1/2"

5'-2 1/2" 6'-0" 3'-2 3/4" 6'-11" 3'-2"

3'-4

1/2

"

6'-0

"

2" X 6" WALL

2" X 6" KNEE WALL

A3.32

A3.33

CL CL

CL CL

RAISED BAR

DWBELOW SINK

RANGE

REFRIG.

KITCHEN

6"6"

4.5" DIA.BOLLARDS

+/- 4'-3 1/2"

WRAPBRICKAT (24")CORNERON BLDGEND

3'-1

1 1/

2"4'

-9 1

/2"

OPTIONAL:WINDOWSAT BLDG.END WALLONLY

OPTIONAL:WINDOWSAT BLDG.END WALLONLY

6" X 6"PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

2" X 4"KNEE WALL

HW

12

13

14

15

16

17

18

A

AAA

B

BRICK LINTELABOVE BYENGINEER

DABOVE

3'-0" MIN.CLR.

2

1

1

5

3AOR3B

OR3COR3D

4

3ASIM.

3ASIM.

6

+/- 8

'-7 1

/2" T

O K

NEE

WA

LL

8'-11 3/4" 2'-0"

2'-0

"

+/- 5'-1 1/2"

4'-1

"+/

- 3'-2

"

+/- 7'-11 1/2"

4'-1

0 1/

2"2'

-3"

3'-4

1/2

"

5'-1 1/2" 2'-5" 5'-6 1/2"

V.I.F.

4" STEPMIN.

10'-11 3/4"

+/- 6'-9 1/2" +/-

2'-9

"

CL

CL

CL

13'-1"

24'-6 1/4"

SLO

PE T

OD

RAIN

4'-5 1/2"

7'-10 1/4"

15 T, 16R

BATH #2

CL.

BEDROOM #2 BEDROOM #3

BEDROOM #1

WIC

2 SH

ELV

ES54

" & 6

6"

S & R- 84" & 42"

CL.

BATH#1

L.

6'-4" 11'-10 1/4"

3'-4 1/2" 3'-5"

6'-0 3/4" 3'-2"

10'-9

"3'

-9"

8'-1

1 1/

2"5'

-4"

12'-3

1/2

"8'

-10"

12'-7

"

24'-6 1/4"

36'-0

"

9'-2 3/4"

CL CL

CL CL

6'-4"

ATTIC ACCESS22 14" X 32"

8'-6"

4'-3"

SHELF & ROD- 66"

3'-2"

3'-0

"

LIN.

4'-0"

2'-3

1/2

"

8'-8 1/4" 7'-11 1/2"

WASH

DRYDN

KNEEWALL

TUB/SHOWER30" X 60"

SHELF &ROD- 66"

CL.

S &

R- 8

4" &

42"

WRAPROOF ATCORNERON BLDGEND

4'-2

1/2

"

OPTIONAL:WINDOWSAT BLDG.END WALLONLYTUB/

SHOWER42" X 60"

1

2

3

4

5

6

7

8

9

10

11

C

AA

A A

B

A3.32

A3.33

LINE OF AHU ABOVE,SEE MECH. DRAWINGS

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

1

1

5

5

5

2

1

2

2

1

22'-6"MIN.

16'-1 1/4" 7'-11 1/2"

15'-3 1/2"

12'-1 3/4"2'-3 1/2"

9'-7 1/2"

7 1/

4"

5'-3

1/2

"5'

-5 3

/4"

3'-9

3/4

"

6'-2

1/2

"

2'-7

1/2

"12

'-3 1

/2"

9'-3

1/2

"

1'-4"

3'-0

"

+/- 3

'-9 1

/2"

+/- 5

'-2" ALIGN

STAIR SIDEOF WALLS

A

SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

B

4'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

C

4'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

4'-0

" R.O

.

SINGLE HUNGWINDOW

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

FOYERKITCHEN

POWDER ROOMLIVING ROOMDINING ROOMCOAT CLOSETS

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPET

VINYLVINYL

CARPETVINYL

CARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

DOOR SCHEDULE

TYPE MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

1 1 38" 2'-0" 6'-8" 7

23456789

10

TYPE

B

WOOD1 38" 2'-4" 6'-8" 2B

1 38" 2'-6" 6'-8" 3WOODB1 38" 4'-0" 6'-8" 7WOODA

1 38" 2'-0" 6'-8" 2B

1 38" 2'-8" 6'-8" 3FHC WOOD/COMP B

WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B1'-6" 6'-8" 7B 1 38"

WOOD1 38" 1'-4" 6'-8" 7FHC WOOD/COMP B

WOOD1 38" 4'-0" 6'-8" 7A

12131415161718

METAL2" 9'-0" 7'-0" 6D

6'-8"C1 38" 2'-0" 6'-8" 7WOODB

2'-0" 6'-8"

INSULATED METAL

WOODB

METAL 3'-0" 6'-8"E 20 MINUTE RATED DOOR/FRAME

2

5METAL 11 34" 3'-0" 6'-8" ALUMINIUM/GLASSF

1 38" 6'-0" 4GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASS

WOOD1 38" 1'-4" 6'-8" 7FHC WOOD/COMP B

FHC WOOD/COMPFHC WOOD/COMP

FHC WOOD/COMPFHC WOOD/COMP

FHC WOOD/COMP

FHC WOOD/COMP

METAL/WOOD

FHC WOOD/COMP

WOODWOOD

WOODWOOD

11 WOOD5'-0" 6'-8" 7FHC WOOD/COMP A

FHC WOOD/COMP

1 38"

2"

1 38"

FHC WOOD/COMP

INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

EXTERIOR INSWING DOOR W/TRANSOM

EXTERIOR GARAGE DOOR

HARDWARE SETS:SET #1: ENTRY DOOR LOCKSET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOPSET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: PASSAGE LOCKSET: BUTTS, STOP WITH DEADBOLT, SELF-CLOSING, SELF-LATCHINGSET #6: TRACKS PER MFG.SET #7: PASSAGE LOCKSET: BUTTS, STOP

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WEHRE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD AND BRICKMOULD (AS APPLICABLE)

INTERIOR DOUBLESWING DOORRAISED PANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE

DOOR TYPE: D

GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS

DOOR TYPE: E

INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL

DOOR TYPE: F

EXTERIOR INSULATEDSWING DOORW/ TRANSOM

DOOR LEGEND:

8'-0

" R.O

.

4"12

"6'

-8"

+/- 6

'-8" R

.O.

+/- 6'-0" R.O. 9'-0" R.O.

7'-0

" R.O

.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH

POWDERBATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR WIDTH

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

5 LAMP- 36"

48"42"30"

48"42"30"

48" TO KNEE WALL43"31"

5 LAMP- 36"OPEN

OPEN

3'-6

"

9'-0

"

SEE DETAIL16/A4.1

SEE DETAIL17/A4.1

3'-0

"1'

-6"

3'-6

"1'

-0"

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDINGINSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7

8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN

1A1.23

UNIT DBUILDING

PLANS

SCALE: 14" = 1'-0"SECOND FLOOR PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

5

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.

LINE OF EAVEABOVE

A3.41

SHEL

F&

RO

D-

66"

LIVINGROOM

FOYER

GARAGE

PDR

CL.

COVEREDPORCH

19'-8

"

37'-6

"

4'-4 1/4"13'-6"

1'-2 1/2"

3'-9

"3'

-3 1

/2"

11'-8

"+/

- 6'-9

" V.I.

F.

44'-6

"

2'-4 1/2"

2'-8"

UP

15 T

, 16R

ELEC.PANEL

8'-0

"

8'-0"

7'-2 1/4"10'-8"

CONC.PATIO

17'-10 1/4"

18"

+/- 3

'-6"

7'-0

"

2" X 6"WALL

4 SHELVES36",48",60",72"

PAN.

KITCHENBREAKFAST

5'-7

"10

'-2 1

/2"

15'-0

1/2

"9'

-6" T

O O

UTSI

DE

OF

KNEE

WA

LL

4'-0 1/2" TOKNEE WAL 3'-7 1/2"

9'-1" 3'-4"

3'-4"

4'-7"10'-5 1/4"

2'-0"

1'-5

5/8

"

+/- 6

'-5 1

/2"

20'-1

1/2

"

AC

CES

SD

OO

R24

" X 3

0"

CL CL

CLCL

2'-5

"

RAISED BAR

DWBELOW

SINK

RANGE

REFRIG.

+/- 8'-6 1/4"

OPTIONAL:WINDOWS

AT BLDG. ENDWALL ONLY

1'-9

"5'

-3"

6" X6"PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

HW

B

B

11

18

15

16

14

12

13

17

2" X 4"KNEE WALL

2" X 6"KNEE WALL

A3.42

FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRSD ABOVE

5

3AOR3B

OR3C OR

4" STEPMIN.

3ASIM.

3ASIM.

4

6

5

6

2

1

CL

1'-2"2'-5 1/2"3'-10 1/2"

CL

1'-4 1/4"

4'-6

3/8

"

HVAC UNIT

1'-2

"

9'-4

"13

'-10

1/2"

BRICK LINTELABOVE BYENGINEERSL

OPE

TO

DRA

IN

RAISEDPLATE HT.AS REQ'D.

36"MAX.

3D

A

SINGLE HUNGWINDOW

4'-0

" R.O

.

3'-0" R.O.

SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

B

4'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

C

2'-11 12"U.D.

3'-1

1 1 2"

U.D

.

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

FOYERKITCHEN

POWDER ROOMLIVING ROOM

BREAKFAST AREACOAT CLOSETS

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPET

VINYLVINYL

VINYLVINYL

CARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

1 1 38" 4'-0" 6'-8" 7

23

WOOD

456789

10

TYPE

A

WOOD1 38" 4'-0" 6'-8" 7A

1 38" 2'-6" 6'-8" 7B1 38" 2'-6" 6'-8" 7B

1 38" 2'-0" 6'-8" 7B

1 38" 2'-4" 6'-8" 2FHC WOOD/COMP B

WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B5'-0" 6'-8" 7A 1 38"

WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B

WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B

FHC WOOD/COMPFHC WOOD/COMP

FHC WOOD/COMPFHC WOOD/COMP

FHC WOOD/COMPFHC WOOD/COMP

WOOD

WOODWOOD

WOODWOOD

INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

HARDWARE SETS:SET #1: ENTRY DOOR LOCKSET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOPSET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: PASSAGE LOCKSET: BUTTS, STOP WITH DEADBOLT, SELF-CLOSING, SELF-LATCHINGSET #6: TRACKS PER MFG.SET #7: PASSAGE LOCKSET: BUTTS, STOP

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WEHRE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD AND BRICKMOULD (AS APPLICABLE)

INTERIOR DOUBLESWING DOORRAISED PANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE

DOOR TYPE: D

GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS

DOOR TYPE: E

INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL

DOOR TYPE: F

EXTERIOR INSULATEDSWING DOORW/ TRANSOM

DOOR LEGEND:

8'-0

" R.O

.

4"12

"6'

-8"

+/- 6

'-8" R

.O.

+/- 6'-0" R.O. 9'-0" R.O.

7'-0

" R.O

.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP

POWDER

BATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR

24"42"36"

24"42"36"

25" W/6" BANJO43"

WALL TO WALL, V.I.F.5 LAMP- 36"3 LAMP- 24"

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

3'-0

"1'

-6"

3'-6

"1'

-0"

OPEN

3'-6

"

9'-0

"

9'-0

"

SEEDETAIL

17/A4.1

SEE DETAIL16/A4.1

ATTICACCESS22 14" X 32"

SHEL

F &

RO

D- 6

6"S

& R

- 84"

& 4

2"

4 SHELVES36",48",60",72"

LIN.

BEDROOM #1

BEDROOM #2

CL.

CL.

BATH#2

SHEL

F &

RO

D- 6

6" CL.

CL.

WASH

DRYER

2 SH

ELV

ES54

" & 6

6"

BATH#1

2" X 6"WALL

4'-6 1/4"4'-4"

37'-6

"

6"

7'-9 3/4"10'-0 1/2"

2'-4 1/2"

12'-3

3/4

"2'

-4 1

/2"

+/- 1

1'-1

1"6'

-2 1

/2"

4'-8

1/4

"2'-4 1/2"15'-0 1/4"

15'-0 1/4"

7'-3

5/8

"7'

-4 5

/8"

5'-6

"5'

-6"

11'-9

3/4

"3'-2"3'-6"10'-8 3/4"

3'-1"7'-7 1/4" 3'-1"

6'-8 1/2"

+/- 3

'-6"

3'-7 1/2"

CUT FLOOROF CLOSETFOR STAIR

HEAD HT. ASREQ'D.

DN

4:12

SL.

LINE OF WALLBELOW

+/- 1

0'-3

" STA

IR R

OUG

H O

PEN

ING

9'-0

1/2

"

LA

S &

R- 8

4" &

42"

CL CL

CLCL

3'-4"

9'-0"

WINDOW ATHIP ROOF ONLY

4:12

SLO

PE 4:12 SL.

1'-9

"

3'-1"

1

TUB/SHOWER42" X 60"

TUB/

SHO

WER

30" X

60"

OPTIONAL:WINDOWS ATBLDG. ENDWALL ONLY

1

A A

B

AC

2

3

45

6

7

8

9

10

A3.41

A3.42

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D1

1

2

5

5

1

2

11

+/- 2'-7"V.I.F. 30" MIN.

LAUNDRY ROOM NOTE:ALLOW FOR MIN. CLEAR OF 4"

FOR WASHER (MODEL NO.GTW18OSC) AND DRYER

(MODEL NO. GTX22EAS) FROMFINISHED PLUMBING WALL TOBACK OF APPLIANCE. BASED

ON SPECS PROVIDED BYCLAY HOUGH ON

9/ 9/ 16

1112131415161718

WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B

1 38" 2'-6" 6'-8" 7B

1 38" 2'-0" 6'-8" 7B2'-0" 6'-8" 7B 1 38"

1 34" 6'-0" 6'-8" 4GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYLC TEMPERED GLASS2" 9'-0" 7'-0"INSULATED METAL METALD

METAL 3'-0" 6'-8" METAL/WOODE 1 34" 20 MINUTE RATED DOOR/FRAME

6

5METAL 11 34" 3'-0" 6'-8" ALUMINIUM/GLASSF EXTERIOR SWING W/ TRANSOM ABOVE

FHC WOOD/COMPFHC WOOD/COMPFHC WOOD/COMP

NONEWOODWOOD

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

EXTERIOR GARAGE DOOR

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGSFOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TOTHE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPONFINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADINGCOEFFICIENTS, 78TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72"ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGS THAT WILL NOTALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICESAPPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN

1A1.24

UNIT EBUILDING

PLANS

SCALE: 14" = 1'-0"SECOND FLOOR PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

5

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.

COVEREDPATIO

ENTRY

LAUNDRY

DININGROOM

BATH#1

CLOSETBEDROOM

#1

KITCH.

OPENSHELVES

TUB/SHOWER42" X 60"

STORAGE

LIVING ROOM

RAIS

ED B

AR

CL.

SIN

K

SHELVESW/CABBELOW

DW

BELO

W

ENTRYHW

RANGE

REFRIG.

WC

UP 16 T, 17R

S & R - 42" & 84"

VINYLRAILING

S & R - 66"

A3.13

A3.12

FLOORDRAIN, SEEPLUMBINGENG. FORMORE INFO.

PAN.CAB.

WA

SHD

RYER

CL

HVACRETURN

A

A

A

5

1

2

3

46

7

89

2'-3"

13'-8 3/4"

4'-5

3/4

"7'

-7 1

/2"

12'-1

1"12

"

11'-10 1/4" 12" 11'-7 1/2" 12"

6"6"

CL

2'-8 1/4" 3'-1 3/4"

3'-3

"7'

-6"

1'-6

"

16'-0

1/2

"

1'-6" 4'-6" 2'-3"

4'-0

"10

'-1"

4'-1

"

6'-0

3/4

"

CL

3'-9

1/2

"

20'-6"6'-9 1/4"

CL11

'-2"

10'-6"

20'-1

3/4

"

6'-0"16'-3 1/4"

2'-5 1/2"TO PRHT

WALL

5'-11 1/2"

3'-6

"

12'-10 1/2" 5'-4 1/4"

6'-6 1/2"

11'-8

3/4

" TO

PRHT

WA

LL6'

-9 3

/4" T

O P

RHT

WA

LL2'

-0"

3'-7

3/4

"11

'-9 1

/4"

3'-9"(40" MIN.)

6'-6 1/2"

37'-2

1/4

"

A

2'-0

"

5'-6"6"

5'-9 1/2"

ELEC. PANEL(2"X6" WALL)

A3.13

4A

5

TYP

56

TYP

6

TYP

1

TYP

2

D

ABOVE

1

18"MIN.CLR.

36" M

IN.

CLR

.18

"M

IN.

1'-5 1/2"

36"M

IN.

A

4'-1

1/2

"

1'-3" 5'-3 1/2"

20'-1

1/4

"

6"

CL

CL

CL

CL

6" X6"PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

4A

3A 3B 3C 3DOR OR OR

1

TYP

1'-6"

2" X 6"KNEE WALL

2" X 4"KNEE WALL

6"

A

CL

4A

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

A

SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

LIVING ROOMDINING ROOMCOAT CLOSET

STAIRWAYBEDROOMS

BATHROOMSCLOSETSLAUNDRY

VINYL

CARPETVINYL

CARPETVINYL

CARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

MR GWB OR BACKER

FINISH

PTDPTD

PTDPTDPTDPTDPTD

PTD

PTDPTD

FINISH

PTDPTD

PTDPTDPTDPTDPTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

DOOR TYPE: A

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: B DOOR TYPE: C

8'-0

" R.O

.

6'-8

"4"

12"

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLYMUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.

HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:

1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP

SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP

SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP

SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:

1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, RIGID STOP

SET #6: ENTRY PASSAGE SET: BUTTS, STOP WITH DEADBOLT(AT STORAGE UNIT ONLY)

EXTERIORINSULATEDOUTSWING DOOR

DOOR TYPE: D

EXTERIOR STEEL INSULATEDSWING DOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL

EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING

ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE

BATH #1 42" 42" 43" W/ 6" BANJO 5 LAMP- 36"

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

3'-6

"

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

OPEN

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

3'-6

"

OPEN

9'-0

"

FIRST FLOOR/ TYPE B LAYOUT SECOND FLOOR LAYOUT

SEE DETAIL16/A4.1

SEEDETAIL

17/A4.1

COVEREDPATIO

LAUNDRY

DININGROOM

BATH#1

CLOSET

BEDROOM#1

KITCH.

OPENSHELVES

PAN.

TUB/SHOWER42" X 60"

STORAGE

LIVINGROOM

HVACRETURN

REFRIG.

RANGE

WC

DN

S &

R -

66"

S & R - 42" & 84"

S & R - 66"

4 SHELVES36",48",60",72"

VINYLRAILING

RAIS

ED B

AR

SIN

KD

WBE

LOW

ATTICACCESS

(20 MIN.)

LINE OFCATHEDRAL

CEILINGBREAK ABOVE

LINE OFCATHEDRAL

CEILINGBREAK ABOVE

LINE OF CEILINGBREAK ABOVE

A3.13

A3.12

FLOORDRAIN

HW

WA

SHD

RYER

13

10

1112

14

16

A

A

AA

A

A

A

A

TRUSS MFG. TO COORD.CATHEDRAL CLG. ABOVE

W/ EXTERIOR ROOF SLOPEELEC.

PANEL

2'-3"

13'-8 3/4"

5'-3

3/4

"7'

-11"

9'-7

1/2

"

7'-0

1/2

"7'

-6"

16'-0

1/2

"

1'-6" 4'-6" 2'-3"

4'-0

"10

'-1"

6'-0

3/4

"

20'-6" CL

6'-9 1/4"

CL

10'-4

"

10'-6"

20'-1

3/4

"

6'-0"

16'-3 1/4" 2'-5 1/2"

5'-11 1/2"

3'-6

"

+/- 11'-8"

+/- 5'-4 1/4" 6'-6 1/2"

12'-4

1/4

" TO

PRHT

WA

LL+/

- 6'-1

0 3/

4"TO

PRH

T W

ALL

2'-0

"3'

-4 1

/2"

3'-10"(40" MIN.)

6'-6 1/2"

37'-2

1/4

"

1'-6"

1'-3" 5'-3 1/2"

19'-1

0"

6"

12'-1

1/2

"

47"

3'-11 1/2"

4'-0

"

2'-7"1'-5"

1'-6

"

+/- 6'-6 3/4"

CL

CL

CL

13'-1 1/2"

3'-7 3/4"6'-1 1/2"

CLCL17'-10 1/4"

3'-3 1/4"

CL

8'-7 7/8"

CL

CL3A 3B 3C 3DOR OR OR

3AOR3B

OR3COR3D

6

TYP

5

TYP

LINE OFDROPPED

CLG.ABOVE

1

PRHTWALL

6

2

5

1 1

+/- 2

5 1 2"

+/-25 12"

+/- 4

'-8 3

/4"

TO P

RHT

WA

LL

2" X 6"KNEEWALL

2" X 4"KNEEWALL

154'-1

1/2

"

6"

A

CL

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

TYPE

12 6'-8"B 1 38"

2'-10" 6'-8"

GLASS/ALUM/VINYL ALUM/VINYL

B 1 38"

W/TRANSOM. ADA THRESH.

4FHC WOOD/COMP WOOD

34567

89

10

11

B 6'-8"1 38"3

45GLASS/ALUM/VINYL ALUM/VINYLC

1

TEMPERED GLASS, ADA THRESHOLD6'-8"B 1 38"

2FHC WOOD/COMP

WOODFHC WOOD/COMP

6'-8"1 38"3'-0" 6'-8"D 1 34"

6'-8"A 1 34"

FHC WOOD/COMP 2'-10" 6'-8"B 1 38"6

WOOD

FHC WOOD/COMP WOOD2'-10"2'-10"3'-0"

WOOD

METAL METAL

3'-0"4

1312

141516

46'-8"B 1 38"FHC WOOD/COMP WOOD2'-0"

6'-8"B 1 38" 4FHC WOOD/COMP WOOD2'-0"6'-8"B 1 38" 4FHC WOOD/COMP WOOD3'-0"

6'-8" 63'-0"DMETAL METAL

GLASS/ALUM/VINYL ALUM/VINYL W/TRANSOM. ADA THRESH.16'-8"A 3'-0"

6'-8"B 1 38"FHC WOOD/COMP WOOD 32'-10"B 6'-8"1 38" 2FHC WOOD/COMP 2'-0" WOOD

5GLASS/ALUM/VINYL ALUM/VINYLC TEMPERED GLASS, ADA THRESHOLD6'-8"1 38"

1 34"

1 34"

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

EXTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

EXTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

3'-0"

3'-0"

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996IMPACT RATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THEBUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARYDEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVEBEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7

8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FORADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR ANDMORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS ORFIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETERSPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE,U.O.N.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN - FHA OR TYPE B

1A1.26

UNIT FL-1BUILDING

PLANS

SCALE: 14" = 1'-0"SECOND FLOOR PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3

SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4

SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

5

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.

ENTRYUP 16 T, 17R

BEDROOM #1

BATH#1

CL.

COVEREDPATIO/

SUNROOMDININGROOM

LIVINGROOM

LAUND.

KITCH.(SEE 2ND FLOOR

FOR DIMS)

RAIS

ED B

AR

SIN

K

DW

BELO

W

PAN.

BEDROOM #2

BATH#2

TUB/SHOWER42" X 60"

CL. CL.

BEDROOM #3

CLOSET

CL.

CL.

1

2

34

7

8

56

9

1011

12

13

14

WA

SHD

RYER

RANGE

REFRIG.

HW

WC

WC

22'-1

"

5'-9

"6'

-1 1

/2"

3'-9

1/2

"6'

-5"

30'-9

"

8'-8

"

1'-6

"7'

-2"

13'-5

1/2

"

11'-3"

5'-5

1/4

"8'

-0 1

/4"

4'-1

1"3'

-9"

12'-6

1/2

"

5'-5

1/2

"

5'-9 3/4" 6'-2 3/4"

3'-8"(36" CLR

MIN.)

10'-5 3/4"1'-6 3/4"

10'-8 1/2"

5'-9

"5'

-10

3/4"

11'-7

3/4

"

11'-7

3/4

"

21'-8 3/4" 12'-6"

34'-2 3/4"CL

11'-7

3/4

"5'

-7 1

/2"

11'-7

1/2

"14

'-9 1

/2"

5'-1

1/2

"7'

-0 1

/2"

58'-1

0 1/

4"

7'-0 1/2"

15'-8 1/2" 7'-0 1/2"

2'-6

"

5'-0

1/2

"

6'-0 1/4"

+/- 14'-8" TO PRHT WALL

2'-6 1/2"

6'-0"

11'-3"

6'-2 1/2" 5'-0 1/2"

2'-2 1/2"

5'-11 3/4"

S &

R -

66"

2 SH

ELV

ES54

" & 6

6"

S & R - 42" & 84"S & R - 42" & 84" S & R - 66"

S &

R -

42" &

84"

S &

R -

66"

S & R - 66"

S & R - 66"

S &

R -

66"

4 SHELVES36",48",60",72"

4 SH

ELV

ES36

",48"

,60"

,72"

15

3'-0

"

2'-0

"3'

-0"

5'-0"

11'-2 1/4"

1'-4" 1'-8" 6'-0" 1'-8" 1'-4"

5'-5"

ENTRY

16ELEC. PANEL(FURR-OUT EXT.WALL AS REQ'D.)

A7.22

A3.23

A3.21

56

TYPTYP

5TYP

5TYP

1

TYP

2D

ABOVE

FD

1

1

1

1

12'-0"

1'-4

"

18"MIN.CLR.

36"

CLR

MIN

.36

" CLR

MIN

.

40" MINCLEAR

18"

MIN

.

18"MIN.

TUB/SHOWER42" X 60"

4B

LINE OF ENLARGEDCLOSET ABOVE,FIELD FRAME NEWFLOOR W/ 2" X 8" AT16" O.C. TOMAINTAIN 80" CLEARHEAD HGT., V.I.F.

+/- 9'-2 1/2"

A

KNEE WALL

HVACRETURN

2'-5 1/2"

+/- 10'-7 1/4"

9'-9"1'-6"

6"

6"

6"

CL

CL

CL

21'-2

1/2

"

2'-7

"

4'-6

1/2

"

11'-2

"

8'-1

1"

3'-6

"

2'-0 1/2"

CL

VINYLRAILING

CLCL

6" X6"PT POST

LINE OFCONCRETE

SLAB

LINE OFCONCRETESLAB

LINE OF PORCHROOF ABOVE

3AOR3B

OR3COR3D

1'-8

"

4A

CL

15

3A 3B 3C 3DOR OR OR

6

36"

MIN

. CLR

.

2" X 6" PRHT WALL,SEE DETAIL 17/A4.1

2" X 4" PRHTWALL, SEE

DETAIL 16/A4.1

12"

MIN

.

A

A

A

A

A

6"

A

CL

8'-2 1/4"4A

4A

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

A

SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)

CARPET

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

LIVING ROOMDINING ROOMCOAT CLOSET

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPETVINYL

VINYLCARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

FINISH

PTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

DOOR SCHEDULE

TYPE MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAME HARDWARE NOTES

123456789

10

TYPE

1112131415161718

6'-8"1 38"

A 4'-0" 6'-8"1 38"FHC WOOD/COMP WOODA 4'-0" 6'-8"1 38"FHC WOOD/COMP WOODB 6'-8"1 38"FHC WOOD/COMP WOOD

6'-8"1 38"FHC WOOD/COMP WOOD

6'-8"1 38"

B 6'-8"1 38"FHC WOOD/COMP

6'-8"1 38"

ALUM/VINYL

B 6'-8"1 38"FHC WOOD/COMP 46'-8"1 38"

6'-8"

1 38"

1 38"B 6'-8"1 38"FHC WOOD/COMP WOODB 6'-8"1 38"FHC WOOD/COMP WOOD

444

2

5

142

HINGES TO ALLOW DOOR SWING =/> 90°

2'-10"2'-10"

2'-0"2'-6"

B

C

WOOD 4

WOOD

TEMPERED GLASS, ADA THRESHOLD2'-0"

2'-10"

2'-10"

B 2'-10"FHC WOOD/COMP WOOD 3

BFHC WOOD/COMP WOOD 2

GLASS/ALUM/VINYL

BFHC WOOD/COMP 2'-10" WOOD 4

3'-0"METAL ALUM/GLASSD W/12" SIDELITE, TRANSOM & ADA THRESH.

6'-8"1 38"B 2'-10"FHC WOOD/COMP WOOD 4

6'-8"1 38"FHC WOOD/COMP WOOD 3B 2'-10"

B 6'-8"1 38"FHC WOOD/COMP WOOD 32'-10"

HINGES TO ALLOW DOOR SWING =/> 90°

6'-8"1 38"BFHC WOOD/COMP 2'-10" WOOD 4 HINGES TO ALLOW DOOR SWING =/> 90°

6'-8"1 38" 13'-0"METAL ALUM/GLASSD W/12" SIDELITE, TRANSOM & ADA THRESH.

INTERIOR SINGLE SWING DOOR

INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

19 B 1 38"FHC WOOD/COMP WOOD 43'-0" INTERIOR SINGLE SWING DOOR6'-8"

3'-0"

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BERATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE).6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.

INTERIOR DOUBLESWING DOORRAISED PANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C DOOR TYPE: D

8'-0

" R.O

.

6'-8

"4"

12"

HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:

1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP

SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP

SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP

SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:

1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, RIGID STOP

EXTERIOR STEEL INSULATED SWINGDOOR W/GLASS TRANSOM, BASEDON THERMATRU 6 PANEL

EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING

MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP

BATH #1BATH #2

LIGHTMIRROR

48"48"

48"48"

48" W/ KNEE WALL 5 LAMP- 36"49" W/6" BANJO 5 LAMP- 36"

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

3'-6

"

OPEN SEE DETAIL16/A4.1

BEDROOM #1

BATH#1

CL.

COVEREDPATIO/

SUNROOM

DININGROOM

LIVINGROOM

KITCH.

PAN.

BEDROOM #2

BATH#2

TUB/SHOWER42" X 60"

CL. CL.

BEDROOM#3

CLOSET

CL.

CL.DN LAUND.

RAIS

ED B

AR

A

A

REFRIG.

WA

SHD

RYER

RANGE

HW

WC

WC

3'-5

3/4

"

17

2

18

4

7

8

56

9

17 18

17

19

17

S & R - 66"

4'-2

1/8

"9'

-10"

9'-6

1/2

"12

'-6 1

/2"

3'-0

1/2

"

HVACRETURN

2'-9" 6'-3 1/2"

2 SH

ELV

ES54

" & 6

6"

S & R - 42" & 84"S & R -42" & 84"

S &

R -

42" &

84"

S & R - 66"

S &

R -

66"

S &

R -

66"

S &

R -

66"

4 SHELVES36",48",60",72"

4 SH

ELV

ES36

",48"

,60"

,72"

ATTICACCESS

(20 MIN.)

4'-0

"

3'-6" 3'-6"

A

A

ELEC.PANEL

LINE OF CLG.BREAK ABOVE

DROP CLG.ABOVE AS REQ'D.FOR HVAC

CATHEDRALCLG. BREAK

ABOVE

LINE OF CATHEDRALCEILING BREAK ABOVE

LINE OF CEILINGBREAK ABOVE

A3.22

A3.23 A3.2

1

56

TYPTYP

5TYP

5 TYP

1

TYP

2

FD

1'-4

"

1'-4"

12'-6"

5'-9

"

6'-0 1/4"

7'-8 1/4"

6'-2 1/2" 5'-0 1/2"

3'-9

1/2

"

12'-0 1/2" 3'-8" 7'-0 1/2"

+/-

3'-6

"

2'-3 1/2"

15'-8 1/2"

21'-2

1/2

"10

'-10

1/2"

TUB/SHOWER42" X 60"

2

ENLARGEDCLOSET OVER

STAIRS+/- 4'-0"

A

A

A

DW

BELO

W

KNEE WALL

22'-1

"

9'-6

1/2

"6'

-1 1

/2"

6'-5

"

30'-9

"

8'-8

"

1'-6

"7'

-2"

13'-5

1/2

"

11'-3"

5'-5

1/4

"8'

-0 1

/4"

4'-1

1"3'

-9"

10'-5 3/4"

5'-9

"5'

-10

3/4"

11'-7

3/4

"

11'-7

3/4

"

21'-8 3/4"

34'-2 3/4" CL

11'-7

3/4

"5'

-7 1

/2"

11'-7

1/2

"14

'-9 1

/2"

5'-1

1/2

"7'

-0 1

/2"

58'-1

0 1/

4"

3'-0

"

16'-9 3/4" 5'-5"12'-0"

9'-9"1'-6"

6"

6"

6"

CL

CL

CL

2'-7

"

1'-8

"

8'-1

1/2

"

2'-0 1/2"

6'-9"

1'-6"

7"

2'-0"

9'-0

"7"

LINE OFCEILING

BREAKABOVE

CL

CLCL

1

6

1

1'-6 3/4"

36"MIN. CLR.

1

2

2" X 6" PRHTWALL, SEE

DETAIL 17/A4.1

2" X 4" PRHTWALL, SEE

DETAIL 16/A4.1

1

3AOR3B

OR3COR3D

6"

A

CL

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDETESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 78TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN

1A1.28

UNIT FL3BUILDING

PLANS

SCALE: 14" = 1'-0"SECOND FLOOR PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3

SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4

SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

5

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.

ENTRY

UP 16 T, 17R

BEDROOM #1

BATH #1CLOSET

CL.

ENTRY

COVEREDPATIO/

SUNROOMDININGROOM

LIVINGROOM

LAUNDRY

KITCH

RAIS

ED B

AR

BEDROOM#2

BATH#2

CL. CL.

BEDROOM #3

CLOSET

CL.

A

A

A

3

2

4

7

65

8

9 10

11

13

WA

SHD

RYER

HW

WC

S &

R -

66"

2 SH

ELV

ES54

" & 6

6"

S & R - 42" & 84" S & R - 66"

S &

R -

66"

S &

R -

66"

S &

R -

66"

12

S &

R -

66"

1

WC

5'-0" 11'-2 1/4" 1'-4" 1'-8" 6'-0" 1'-8" 1'-4" 5'-5"

14

ELEC.PANEL

56

TYP

TYP

5TYP

5TYP

1

TYP

2

D

ABOVE

FLOOR DRAIN

3

1

1

1'-4

"

18"MIN.CLR.

12'-6"

5'-9 3/4"

7'-0 1/2"

15'-8 1/2" 7'-0 1/2"

11'-3"

6'-0 1/4"+/- 8'-7 5/8"

TO PRHT WALL6'-6" 4'-9"

2'-6 1/2"

10'-9 1/4"

5'-5

1/2

"12

'-6 1

/2"

21'-2

1/2

"10

'-10

1/2"

2'-7

"

1'-3"

5'-9 1/2"

TUB/SHOWER42" X 60"

4B

LINE OF ENLARGED CLOSET ABOVE, FIELD FRAMENEW FLOOR W/ 2" X 8" AT 16" O.C. TO MAINTAIN80" CLEAR HEAD HGT., V.I.F.

+/- 8'-11"

A

A

A

11'-7

3/4

"5'

-5 1

/2"

9'-3

1/2

"2'

-6"

19'-9

"7'

-2 1

/2"

4'-11"1'-6 3/4"10'-5 3/4"

6'-2 3/4"

3'-8"(42" CLR

MIN.)

CL

21'-8 3/4"

34'-2 3/4"

5'-5

1/4

"8'

-0 1

/4"

9'-9"1'-6"

CL

6'-0" 8'-2 1/4"

22'-1

"

5'-5

1/2

"6'

-1 1

/2"

6'-5

"

8'-8

"

7'-2

"

CL

1'-6

"

30'-9

"13

'-5 1

/2"

11'-7

3/4

"

CL

11'-3"

5'-9

"5'

-10

3/4"

11'-7

3/4

"

6"

CL

6"

6"

4'-1

"

58'-1

0 1/

4"

2'-0

"

VINYLRAILING

CLCL

LINE OFCONCRETE SLAB

6" X6"PT POST

LINE OFCONCRETE SLAB

LINE OF PORCHROOF ABOVE

3AOR3B

OR3COR3D

+/- 9

'-9 3

/4"

TO P

RHT

WA

LL+/

-2'

-5 1

/8"

+/-

3'-1

0 1/

8"

+/- 3

'-8"

TO P

RHT

WA

LL

FURR OUTWALL ASREQ'D.FOR TUBPLUMBING

3'-0

"

2'-5

3/4

"

2'-4

"

2" X 6" PRHT WALL,SEE DETAIL 17/A4.1

2" X 4" PRHTWALL, SEEDETAIL16/A4.1

1

1

1

5

5'-2

1/2

"

1'-8

"

36"

MIN

. CLR

.

12" 12"

3A 3B 3C 3DOR OR OR

12"

6"

A

CL

4'-1

1"3'

-9"

G.C. TO COORDFINAL HW PAN

SIZE IN THE FIELD

4A

4A

4A

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

A

SINGLE HUNGWINDOW (EGRESSW/OPENINGLIMITING DEVICEAPPROVED FOREMERGENCYESCAPE)

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

LIVING ROOMDINING ROOMCOAT CLOSET

STAIRWAYBEDROOMS

BATHROOMSCLOSETSLAUNDRY

VINYL

CARPETVINYL

CARPETVINYL

CARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

MR GWB OR BACKER

FINISH

PTDPTD

PTDPTDPTDPTDPTD

PTD

PTDPTD

FINISH

PTDPTD

PTDPTDPTDPTDPTD

PTD

PTDPTD

3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH

DOOR SCHEDULE

TYPE MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAME HARDWARE NOTES

123456789

10

TYPE

11121314

6'-8" TEMPERED GLASS, ADA THRESHOLD1 38"

6'-8"

GLASS/ALUM/VINYL ALUM/VINYLC

1 38"

3'-0" 6'-8"METAL ALUM/GLASSD 1 38" W/12" TRANSOM & ADA THRESH.

A 4'-0" 6'-8"1 38"FHC WOOD/COMP WOODA 4'-0" 6'-8"1 38"FHC WOOD/COMP WOOD

B 6'-8"1 38"FHC WOOD/COMP WOOD

6'-8"1 38"FHC WOOD/COMP WOOD6'-8"1 38"FHC WOOD/COMP WOOD

B 6'-8"1 38"FHC WOOD/COMP

6'-8"1 38"

E 6'-8"1 38"FHC WOOD/COMP 4

6'-8"1 38"

6'-8"1 38"1

5

44

2

34

1

HINGES TO ALLOW DOOR SWING =/> 90°

HINGES TO ALLOW DOOR SWING =/> 90°

2'-10"

BB

WOOD 2

WOOD

3'-0"

3'-0"3'-0"3'-0"

B 3'-0"FHC WOOD/COMP WOOD 3

BFHC WOOD/COMP WOOD 4

BFHC WOOD/COMP 3'-0" WOOD 4

3'-0"METAL ALUM/GLASSD W/12" TRANSOM & ADA THRESH.

B 6'-8"1 38"FHC WOOD/COMP WOOD 33'-0"INTERIOR DOUBLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR2'-10"

3'-0"

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BERATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.

INTERIOR DOUBLESWING DOORRAISED PANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C DOOR TYPE: D

8'-0

" R.O

.

6'-8

"4"

12"

HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:

1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP

SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP

SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP

SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:

1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, RIGID STOP

DOOR TYPE: E

INTERIOR SINGLESWING LOUVEREDDOOR

EXTERIOR STEEL INSULATEDSWING DOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL

EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING

MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP

BATH #1BATH #2

LIGHTMIRROR

36"48"

36"48"

37"

5 LAMP- 36"49" W/ 6" BANJO3 LAMP- 24"

1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.

2'-1

0"

ADA (LOW) WORKSURFACE

2 EQUAL2 EQUAL

6 EQUAL

3'-0

"1'

-6"

3'-0

"1'

-6"

6 EQUAL

36" CLR. MIN.

ADJUSTABLE OPENSHELVING ON

STANDARDS

OPEN

ALTERNATE MICROWAVELOCATION, PROVIDE

POWER AT TIME OF CONST.

FS-2T-SHAPED

TURN AROUND

FS-130" X48"

PARALLEL

FS-130" X48"

PARALLEL

FS-530" X 48"

PARALLELAPPROACH

REFRIG/FREEZER(OFFSET 24")

40" M

IN. C

LEA

R

REFRIG.

40" M

IN. C

LEA

R

SINK

DWBELOW

FS-4T-SHAPED

TURN AROUND

FS-330" X 48"

FRONT APPROACHSINK/ ADJ. SIDEAPPROACH DW

RANGEOVEN BELOW

FS-4T-SHAPED

TURN AROUND

FS-130" X 48"FRONT

APPROACHWORKSURF./OVEN

ADJ. STORAGESHELVES ABOVE

FS-230" X 48"

PARALLELAPPROACH

RANGE

36" M

IN C

LEA

R O

PEN

FOR

WO

RKSU

RFA

CE

AN

D T

TUR

NA

ROUN

D

34" HIGHCOUNTERAT WORKSURFACE,CONT. TO RANGE

FS-160" DIAMETERCLEAR FLOOR

SPACE INCLUDINGCLEARANCE UNDER

ROD/SHELVES

FS-230" X 60"

PARALLELAPPROACH

FS-430" X48" MIN.

LAV.

FS-160" DIA.CLEARFLOORSPACE

FS-360" X56" MIN.

TOILET

36" WIDEWALLHUNGVANITY

16" -

18"

MIN

.

FS-566" X60"LAV/WCOVERLAP

EXCEPTION

HW

A1.28a3A

A1.28a3C

A1.28a3B

ADA TUB/SHOWERW/REMOVABLESEAT (30" X 60")

CO

NTR

OL

END

WA

LL

HEA

DEN

D W

ALL

IN-WALLREINFORCEMENTREQUIRED FORFUTURE SIDE WALLGRABBARS,SEE 1/A1.0 FORADDITIONALINFORMATION

12" C

LR.

MIN

.

18" C

LR.

MIN

.

REMOVABLESEAT

3'-6" (40" MIN. CLR.)

36" HIGHWORKSURFACE,TYP.

FLOOR DRAIN

ELEC. PANEL

DRYER

WASHER

24" M

IN.

FS-642" X60"

LATCH APPROACH,PUSH SIDE

SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS

3'-0

"1'

-6"

3'-6

"1'

-0"

5 EQUAL

2'-1

0"

4 EQUAL

ADA HEIGHTWORKSURFACE

BLIND CORNERLOWER CABINET

BLIND CORNERUPPER CABINET

ADJUSTABLEOPEN SHELVES

OPEN

2'-1

0"

36" CLR.MIN. FOR

SINK/TURNINGRADIUS

3'-0

"

3'-6

"

OPEN PROVIDE ADACLEARANCES ANDINSULATE WASTE ANDHW LINES

OPEN

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL ANDLARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TOPURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7

8TH LOW-EGLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHEDGRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF AFOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOREMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"FIRST FLOOR PLAN

1A1.28a

UNIT FL3 - ADABUILDING

PLANS

SCALE: 12" = 1'-0"ENLARGED ADA CLEARANCE PLAN

2

SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)

3

SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE

4

SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE

5

SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND

7

SCALE: 14" = 1'-0"WINDOW SCHEDULE

6

FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES-WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BEUNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BEUNRATED TYPE 5 OR TYPE 6, U.O.N.SEE BUILDING PLANS/ELEVATIONSFOR LOCATION OF BRICK ANDVINYL SIDING.4. FIRST FLOOR/CEILING TO BETYPE B, U.O.N.5. ROOF/CEILING AT SECONDFLOOR TO BE TYPE C, U.O.N.6. UNDER STAIRS, USE MEMBRANERATING D, U.O.N.

3A

3B

3C

RANGE CONTROLSAT FRONT OF

RANGE AS REQ'D.

RANGE

3'-0

" TO

PO

F BU

RNER

S

RANGE NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FOR CONTROLSAND OPERATING MECHANISMS IS 48" HIGH AND A MAXIMUM LOW FORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLEWITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OFTHE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. AS PERANSI2009 309.4 CODE4. THE LOCATION OF CONTROLS FOR RANGES SHALL NOT REQUIRE REACHING ACROSSBURNERS, AS PER ANSI2009 1003.12.5.4.45. AS PER ANSI2009 1003.12.5.5 OVENS SHALL HAVE CONTROLS ON FRONT PANELS.6. FOR OVENS WITH BOTTOM-HINGED DOORS A CLEAR FLOOR SPACE SHALL BE PROVIDEDTHAT IS NOT OBSTRUCTED BY OVEN DOOR IN THE OPEN POSITION, AS PER ANSI20091003.12.5.5.1

DISHWASHER

2'-1

0 1/

2"

DISHWASHER NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FORCONTROLS AND OPERATING MECHANISMS IS 48" HIGH AND A MAXIMUM LOWFORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHINGOR TWISTING OF THE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS.4. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEARFLOOR SPACE FOR THE DISHWASHER OR ADJACENT SINK, AS PER ANSI20091003.12.5.3

3'-0

"

TOP-FREEZER REFIGERATORTOP-FREEZER REFRIGERATOR NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACHFOR CONTROLS AND OPERATING MECHANISMS IS 48" HIGH AND AMAXIMUM LOW FORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUSTBE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORETHAN 5 LBS.4. THE REFRIGERATOR SHALL HAVE AT LEAST 50% OF THE FREEZERCOMPARTMENT AND SHELVES WHEN INSTALLED AT MAX HEIGHT POSITIONSNO MORE THAN 54" ABOVE THE FLOOR. AS PER 1003.12.5.65. A FLOOR SPACE WITH THE CENTERLINE OFFSET 24" (MAX.) FROMCENTERLINE OF THE APPLIANCE SHALL BE PROVIDED WITH A PARALLELAPPROACH, AS PER ANSI2009 1003.12.5.6

4'-0

" (4'

-6" M

AX

TO B

OTT

OM

OF

FREE

ZER

CO

MPA

RTM

ENT)

COUNTERTOP MICROWAVEMICROWAVE NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FOR CONTROLS AND OPERATINGMECHANISMS IS 48" HIGH AND A MAXIMUM LOW FORWARD REACH IS 15".2. MICROWAVE MAY BE BUILT-IN TO CABINETRY OR A FREESTANDING COUNTERTOP STYLE MEETING CODES ASREQ'D.3. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.4. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS.

48" M

AX

HEIG

HT F

OR

TOP

OF

CO

NTR

OLS

48" M

AX

HEIG

HT F

OR

TOP

OF

CO

NTR

OLS

BUILT-IN MICROWAVE

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

A1.30

ACESSIBLETYPICALDETAILS

FAIR HOUSING ACT DETAILS1 NOT TO SCALE

APPLIANCE ACCESSIBILITY REQUIREMENTS FOR TYPE A UNIT2 NOT TO SCALE

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

SPRINKLERRISER ROOM

8'-0

"

8'-0

"6'

-8"

8'-0

"

412

412

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

HORIZONTALVINYL SIDING

BRICKVENEER

BRICKVENEER

BRICKVENEER

BRICKVENEER

METAL GARAGE DOOR METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS

DECORATIVESHUTTERSHORIZONTAL

VINYL SIDING

HORIZONTALVINYL SIDING

712

712

612

SPRINKLERRISER ROOM

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT OF UNIT D+24'- 10 1

2"

PEAK ROOF HEIGHT OF UNIT E+29'- 10"

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

612

412

42" DIA. DECORATIVEGABLE VENT

BRICKVENEER

ROOFCRICKET

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.

412

612

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

42" DIA. DECORATIVEGABLE VENT

ROOFCRICKET

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 18" = 1'-0"BUILDING 5- FRONT ELEVATION

1

_

A2.1

BUILDING 5EXTERIOR

ELEVATIONS

BUILDING 5- SIDE ELEVATION2

BUILDING 5- REAR ELEVATIONSCALE: 18" = 1'-0"

4

BUILDING 5- SIDE ELEVATION3

SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

SHINGLE OVERRIDGE VENT ASPHALT

SHINGLE ROOF

DECORATIVESHUTTERS

STANDING SEAMMETAL ROOF

HORIZONTALVINYL SIDING

BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR

RECESSED ENTRYRECESSED ENTRY BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

712

SPRINKLERRISER ROOM

LINE OF ROOFCRICKET BEYOND

LINE OF ROOFCRICKET BEYOND

SPRINKLERRISER ROOM

ROOF CRICKET

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT OF UNIT D+24'- 8 1

4"

PEAK ROOF HEIGHT OF UNIT D+29'- 5 1

2"

SIMULATED SHAKEVINYL SIDING

42" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

BRICKVENEER

612

612

SPRINKLERRISER ROOM

OMIT WINDOW ATSPRINKLER RISER ROOM

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE

FIELD

12

6

6

ROOF CRICKET

42" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

HORIZONTALVINYL SIDING

BRICKVENEER

12

ELECTRICALMETER BASE,VERIFY FINAL

LOCATIONIN THE FIELD

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 6- FRONT ELEVATION1

_

A2.2

BUILDING 6EXTERIOR

ELEVATIONS

BUILDING 6- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 6- REAR ELEVATIONSCALE: 3

16" = 1'-0"3

BUILDING 6- SIDE ELEVATIONSCALE: 3

16" = 1'-0"4

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

SHINGLE OVERRIDGE VENT ASPHALT

SHINGLE ROOF

DECORATIVESHUTTERS

STANDING SEAMMETAL ROOF

HORIZONTALVINYL SIDING

BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR

RECESSED ENTRYRECESSED ENTRY BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

712

LINE OF ROOFCRICKET BEYOND

LINE OF ROOFCRICKET BEYOND

SPRINKLERRISER ROOM

OMIT WINDOW AT SPRINKLERRISER ROOM

ROOF CRICKET

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT OF UNIT D+24'- 8 1

4"

PEAK ROOF HEIGHT OF UNIT D+29'- 5 1

2"

SIMULATED SHAKEVINYL SIDING

42" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

BRICKVENEER

612

612

SPRINKLERRISER ROOM

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE

FIELD

12

6

6

ROOF CRICKET

42" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

HORIZONTALVINYL SIDING

BRICKVENEER

SPRINKLERRISER ROOM

BEYOND12

ELECTRICALMETER BASE,VERIFY FINAL

LOCATIONIN THE FIELD

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BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 10- FRONT ELEVATION1

_

A2.3

BUILDING 10EXTERIOR

ELEVATIONS

BUILDING 10- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 10- REAR ELEVATIONSCALE: 3

16" = 1'-0"3

BUILDING 10- SIDE ELEVATIONSCALE: 3

16" = 1'-0"4

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE A+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+25'- 8 34"

PEAK OF ROOF+31'- 6"

TOP PLATE B+17'- 5"

712

SHINGLE OVERRIDGE VENT

STANDING SEAM METAL ROOF

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING 36" DIA. DECORATIVE

GABLE VENT

10

12

10

126

12

612

BRICK VENEER

BRICK VENEER

FALSE PORCH

TRIMMED OUT COLUMN

HORIZONTALVINYL SIDING

712

ASPHALT SHINGLEROOF

36" DIA. DECORATIVEGABLE VENT

612

SPRINKLERRISER ROOM

612

612

6127

127

12

36" DIA. DECORATIVEGABLE VENT

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BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 12- FRONT ELEVATION1

_

A2.4

BUILDING 12EXTERIOR

ELEVATIONS

BUILDING 12- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 12- SIDE ELEVATIONSCALE: 3

16" = 1'-0"4

BUILDING 12- SIDE ELEVATIONSCALE: 3

16" = 1'-0"3

BUILDING 12- SIDE ELEVATIONSCALE: 3

16" = 1'-0"5

712

SHINGLE OVERRIDGE VENT

STANDING SEAM METAL ROOF

ASPHALTSHINGLE ROOF

SIMULATED SHAKEVINYL SIDING

36" DIA. DECORATIVEGABLE VENT

10

12

10

12

612

BRICK VENEER

712

HORIZONTALSIDING AT POSTS

AT DECKS 11/A4.1

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BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16SCALE: 316" = 1'-0"

BUILDING 12- REAR ELEVATIONS1

_

A2.5

BUILDING 12EXTERIOR

ELEVATIONS

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

SPRINKLERRISER ROOM

8'-0

"

8'-0

"6'

-8"

8'-0

"

412

412

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

HORIZONTALVINYL SIDING

BRICKVENEER

BRICKVENEER

BRICKVENEER

BRICKVENEER

METAL GARAGE DOOR METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS

DECORATIVESHUTTERSHORIZONTAL

VINYL SIDING

HORIZONTALVINYL SIDING

712

712

612

SPRINKLERRISER ROOM

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT OF UNIT D+24'- 10 1

2"

PEAK ROOF HEIGHT OF UNIT E+29'- 10"

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

612

412

42" DIA. DECORATIVEGABLE VENT

BRICKVENEER

ROOFCRICKET

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.

412

612

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

42" DIA. DECORATIVEGABLE VENT

ROOFCRICKET

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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SHEET:

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BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 18" = 1'-0"BUILDING 18- FRONT ELEVATION

1

_

A2.6

BUILDING 18EXTERIOR

ELEVATIONS

BUILDING 18- SIDE ELEVATION2

BUILDING 18- REAR ELEVATIONSCALE: 18" = 1'-0"

4

BUILDING 18- SIDE ELEVATION3

SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

SHINGLE OVERRIDGE VENT ASPHALT

SHINGLE ROOF

DECORATIVESHUTTERS

STANDING SEAMMETAL ROOF

HORIZONTALVINYL SIDING

BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR

RECESSED ENTRYRECESSED ENTRY BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

712

SPRINKLERRISER ROOM

LINE OF ROOFCRICKET BEYOND

LINE OF ROOFCRICKET BEYOND

SPRINKLERRISER ROOM

ROOF CRICKET

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT OF UNIT D+24'- 8 1

4"

PEAK ROOF HEIGHT OF UNIT D+29'- 5 1

2"

SIMULATED SHAKEVINYL SIDING

42" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

BRICKVENEER

612

612

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE

FIELD

12

6

6

ROOF CRICKET

42" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

HORIZONTALVINYL SIDING

BRICKVENEER

SPRINKLERRISER ROOM

12

OMIT DECORATIVE SHUTTERS ATSPRINKLER RISER ROOM

ELECTRICALMETER BASE,VERIFY FINAL

LOCATIONIN THE FIELD

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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SHEET:

STAMP:

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DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 39- FRONT ELEVATION1

_

A2.7

BUILDING 39EXTERIOR

ELEVATIONS

BUILDING 39- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 39- REAR ELEVATIONSCALE: 3

16" = 1'-0"3

BUILDING 39- SIDE ELEVATIONSCALE: 3

16" = 1'-0"4

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"8'

-0"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

SHINGLE OVERRIDGE VENT ASPHALT

SHINGLE ROOF

DECORATIVESHUTTERS

STANDING SEAMMETAL ROOF

HORIZONTALVINYL SIDING

BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR

RECESSED ENTRYRECESSED ENTRY BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

712

SPRINKLERRISER ROOM

LINE OF ROOFCRICKET BEYOND

LINE OF ROOFCRICKET BEYOND

SPRINKLERRISER ROOM

ROOF CRICKET

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT OF UNIT D+24'- 8 1

4"

PEAK ROOF HEIGHT OF UNIT D+29'- 5 1

2"

SIMULATED SHAKEVINYL SIDING

42" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

BRICKVENEER

612

612

ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE

FIELD

12

6

6

ROOF CRICKET

42" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

HORIZONTALVINYL SIDING

BRICKVENEER

SPRINKLERRISER ROOM

OMIT WINDOW AT SPRINKLERRISER ROOM

12

ELECTRICALMETER BASE,VERIFY FINAL

LOCATIONIN THE FIELD

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 316" = 1'-0"

BUILDING 40- FRONT ELEVATION1

_

A2.8

BUILDING 40EXTERIOR

ELEVATIONS

BUILDING 40- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 40- REAR ELEVATIONSCALE: 3

16" = 1'-0"3

BUILDING 40- SIDE ELEVATIONSCALE: 3

16" = 1'-0"4

PDRDININGROOM

HVAC

BEDROOM #1

BEDROOM #2

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

ACCESS DOOR24" X 30"

SLOPE ENDOF CLOSETFOR HEAD HT.

612

1'-2

" MIN

.HE

ELA

T TR

USS

CL.

PRE-MANUFACTURED STORAGETRUSS BY OTHERS

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+24'- 51

4"

9'-1

1/2

"8'

-1 1

/2"

1'-2

3/4

"

PEAK OF ROOF+29'- 5 12"

ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.

12"O.H.

12"O.H.36'-0"

DROPPED BEAM ATINSET ENTRY PORCH

80" M

IN. H

EAD

ROO

MV

ERIF

Y IN

THE

FIE

LD

ALTERNATE LINE OF BRICKFACADE, SEE BUILDING

ELEVATIONS FOR LOCATIONS

PRE-MANUF. OPENWEB FLOOR TRUSS

14" DEEP BY OTHERS

A

BD

D

1TYP.

RIDGE VENT DETAIL 5/A4.1

SEE EAVEDETAIL 1/A4.1

SEE FOUNDATIONDETAIL 14/A4.1

SEE FOOTINGDETAIL 3/A4.1

SEE PORCH DETAIL10/A4.1 SIM.

SEE STAIRDETAIL 9/A4.1

HOT WATERHEATER

B

BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.

712

+/- 5

'-6"

+/- 13'-0"

PIGGY BACK TRUSSAS REQ'D. PER TRUSS MFG.

5TYP.

PRHT WALL,SEE DETAIL 8/A4.1

10

12

+/- 1

'-6" M

IN.

HEEL

AT

TRUS

S

8'-1

1/2

" FRO

MTO

P O

FSU

BFLO

OR

TO T

OP

PLA

TE

TOP OF SLAB+0'-8"

SECONDFLOOR

SUBFLOOR

+11'- 1"

TOP PLATE+19'- 1 34"

FINISHED GRADE+0'-0"

FLOOR

9'-1

1/2

"8'

-0 3

/4"

1'-3

1/2

"

ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.SEE EAVE DETAIL 2/A4.1

LIVING ROOM

ENTRY

LIVINGROOM

LINE OF STAIRSBEYOND

PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS

34" GYPCRETEFLOOR TOPPINGON 14" OPEN WEBFLOOR JOISTBY PRE-MANUF.TRUSS COMPANY

16'-0 1/2"12"

O.H.12"

O.H.

A

C

A

RIDGE VENT DETAIL 5/A4.1

SEE EAVEDETAIL 1/A4.1

SEE FOUNDATIONDETAIL 14/A4.1 D

SEE FOUNDATIONDETAIL 15/A4.1

4A5 6

4A

SEE TURNDOWNDETAIL S0.3

1'-2

" MIN

.HE

ELA

T TR

USS

612

+/- 412

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+25'- 0 34"

9'-1

1/2

"1'

-3 1

/2"

PEAK OF ROOF+30'- 8 12"

ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.

DININGROOM

DININGROOM

KITCHEN34" GYPCRETE

FLOOR TOPPINGON 14" OPEN WEB

FLOOR JOISTBY PRE-MANUF.

TRUSS COMPANY

PAN. PAN.

8'-0

3/4

" FRO

MTO

P O

F SL

AB

8'-1

1/2

" FRO

MTO

P O

F PL

YWO

OD

TO T

OP

PLA

TE

+/- 1

0'-4

3/8

" FRO

MTO

P O

F PL

YWO

OD

TO IN

TERI

OR

PEA

K

DININGROOM

DININGROOM

KITCHEN

KITCHEN KITCHEN12

PRE-MANUFACTURED SCISSORTRUSS BY OTHERS

12"O.H. 20'-6"

CL

12"O.H.20'-6"

AA

C C

SOLID BLOCKING/DRAFTSTOPPING

RIDGE VENT DETAIL 5/A4.1

SEE EAVEDETAIL 1/A4.1

SEE FOUNDATIONSEE DETAIL 14/A4.1

+/- 4

INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.

W/TRUSS MFG.

DRAFTSTOPPINGAS REQ'D. TO

VERTICAL WEBOF TRUSS

(CONT. AND ONESIDE ONLY)

SEE DETAIL17/A4.1

5

PENDANT LIGHTON SLOPED CLG.

3A

3B

3C

3D

3A

3B

3C

3D

SEE TURNDOWN DETAIL S0.3

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

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SHEET:

STAMP:

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DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"BUILDING SECTION- UNIT A

1

_

A3.1

UNIT BUILDINGSECTIONS

SCALE: 14" = 1'-0"BUILDING SECTION UNIT FL1

BUILDING SECTION UNIT FL1SCALE: 14" = 1'-0"

2

3

1'-2

" MIN

.HE

ELA

T TR

USS

1'-2

" MIN

.HE

ELA

T TR

USS

612

1'-2

" MIN

.HE

ELA

T TR

USS

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE A+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

9'-1

1/2

"8'

-0 3

/4" F

ROM

TOP

OF

SLA

B1'

-3 1

/2"

TOP PLATE B+17'- 5"

27'-3 1/2"

3'-5 1/2"

12"O.H.

12"O.H.

8'-1

1/2

" FRO

MTO

P O

F PL

YWO

OD

TO T

OP

PLA

TE

PRE-MANUFACTURED FLATBOTTOM CHORD TRUSS

BY OTHERS

BEDROOM#1

CLOSET

BEDROOM#1

CL.

LINE OF STAIRSBEYOND

PORCH

PORCH

PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS

34" GYPCRETE

FLOOR TOPPINGON 14" OPEN WEB

FLOOR JOISTBY PRE-MANUF.

TRUSS COMPANY

C

AE

3

RIDGE VENT DETAIL 5/A4.1

SEE EXT. PORCHEAVE DETAIL 13/A4.1

SEE DECK DETAIL 12/A4.1SEE DECKDETAIL 12/A4.1

1SIMPSON HURRICANE UPLIFTCONNECTOR, TYP., SEESTRUCTURAL ENGINEER

SEE DETAIL10/A4.1SIMILIAR

SIMPSON HURRICANEUPLIFT CONNECTOR,SEE STRUCTURAL

ENTRY

SIMPSON HANGER TOFLUSH BEAM

+/- 6

'-4"

612

712

5

5

6

4A

SEE TURNDOWNDETAIL S0.3

C

1'-2

" MIN

.HE

ELA

T TR

USS

612

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE A+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+25'- 8 34"

9'-1

1/2

"8'

-0 3

/4" F

ROM

TOP

OF

SLA

B1'

-3 1

/2"

8'-1

1/2

" FRO

MTO

P O

F PL

YWO

OD

TO T

OP

PLA

TE

412

12"O.H. 44'-2 1/2"

PRE-MANUFACTURED SCISSORTRUSS BY OTHERS

PRE-MANUFACTUREDTRUSS BY OTHERS,OVERFRAME AS REQ'D.

PEAK OF ROOF+31'- 6"

17'-6 1/2" 19'-7 1/2"

FLUSH BEAM/GIRDER TRUSSAS REQ'D BY TRUSS MFG.

LIVINGROOM

ENTRY

BEDROOM#2 LIVING ROOM ENTRY

7'-0 1/2"

CL.

BEDROOM#2CL.

+/- 1

2'-0

3/8

" FRO

MTO

P O

F PL

YWO

OD

TO IN

TERI

OR

PEA

K

+/- 23'-5"

FALSE DECKAND RAILINGOPEN TOABOVE, SEESTRUCTURALDRAWINGS

OMIT TRUSS RAFTERTAILS AS REQUIRED

34" GYPCRETE

FLOOR TOPPINGON 14" OPEN WEB

FLOOR JOISTBY PRE-MANUF.

TRUSS COMPANY

A

C

A

C

1TYP.

RIDGE VENT DETAIL 5/A4.1

FLUSH BEAMOR GIRDER TRUSSBY TRUSS MFG.

SEE EAVEDETAIL 1/A4.1

SEE FOUNDATIONDETAIL 14/A4.1

2'-0"CANT.

SEE FOOTINGDETAIL 3/A4.1SIMILAR

INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.

W/TRUSS MFG.

1TYP.

5

5

1'-2

" MIN

.HE

ELA

T TR

USS

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE A+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR

9'-1

1/2

"8'

-0 3

/4" F

ROM

TOP

OF

SLA

B1'

-3 1

/2"

12"O.H. 12'-6"

12"O.H.

BEDROOM#3

612

PRE-MANUFACTUREDSCISSORTRUSS BY OTHERS

8'-1

1/2

" FRO

MTO

P O

F PL

YWO

OD

TO T

OP

PLA

TE

412

+/- 1

0'-1

5/8

" FRO

MTO

P O

F PL

YWO

OD

TO IN

TERI

OR

PEA

K

34" GYPCRETE

FLOOR TOPPINGON 14" OPEN WEB

FLOOR JOISTBY PRE-MANUF.

TRUSS COMPANY

C

A

SEE EAVEDETAIL1/A4.1

SEEDETAIL14/A4.1

SOLID BLOCKING/DRAFTSTOPPING

C

BEDROOM#3

BEDROOM#3

BEDROOM#3

12'-6"

DRAFTSTOPPING AS REQ'D. TOVERTICAL WEB OF TRUSS

(CONT. AND ONESIDE ONLY)

412

CL

RIDGE VENT DETAIL 5/A4.1

A

5

INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.W/TRUSS MFG.

3A

3B

3C

3D

3A

3B

3C

3D

SEE TURNDOWNDETAIL S0.3

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"BUILDING SECTION- UNIT FL3

2

_

A3.2

UNIT BUILDINGSECTIONS

SCALE: 14" = 1'-0"BUILDING SECTION UNIT FL3

BUILDING SECTION UNIT FL3SCALE: 14" = 1'-0"

3

1

LIVING ROOM

HVAC

LAUN.BEDROOM #3

ACCESS DOOR24" X 60"

SLOPE ENDOF CLOSETFOR HEAD HT.

612

BATH #1

1'-2

" MIN

.HE

ELA

T TR

USS

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

TOP PLATE

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT9'

-1 1

/2"

8'-1

1/2

"

PEAK OF ROOF

ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.

12"O.H.

12"O.H.35'-6"

1'-2

3/4

"MECHANICAL ATTIC

(HVAC UNITS TO BEFIELD LOCATED BASED UPON

FINAL TRUSS CONFIG.)

PRE-MANUF. OPENWEB FLOOR TRUSS

14" DEEP BY OTHERS

PRE-MANUFACTUREDTRUSS BY OTHERS

A

B

D

1TYP.

RIDGE VENT DETAIL 5/A4.1

SEE STAIRDETAIL 9/A4.1

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FOUNDATIONDETAIL 14/A4.1

CL.

80" M

IN. H

EAD

ROO

MV

ERIF

Y IN

THE

FIE

LD

HOT WATERHEATER

+11'- 0 14"

+19'- 134"

+24'- 4 12"

+29'- 4"

HALL

B

2" X 6"WALL

BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.

PRHT WALL,SEE DETAIL8/A4.1

5TYP.

2

12"O.H.

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FOUNDATIONDETAIL 14/A4.1

612

12"O.H.

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

TOP OF GARAGE SLAB+0'-4"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+24'- 8 14"

PEAK OF ROOF+29'- 5 12"

A

B

1'-2

" MIN

.HE

ELA

T TR

USS

9'-5

1/2

"8'

-1 1

/2"

1'-2

3/4

"

GARAGE

LIVINGROOM

B

4B

CL.BATH

#2 BEDROOM#2

BEDROOM#1

1TYP.

2

SEE FOUNDATIONDETAIL S0.3

SEE FOUNDATIONDETAIL S0.3

BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.

RIDGE VENT DETAIL 5/A4.1

PRE-MANUFACTUREDTRUSS BY OTHERS

PRE-MANUF. OPENWEB FLOOR TRUSS

14" DEEP BY OTHERS

5TYP.

12"O.H.

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FOUNDATIONDETAIL 14/A4.1

612

12"O.H.

SPLITLANDING

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

DININGROOM

KITCHEN

W.I.C.HALL BATH

#2BEDROOM

#3

PDR

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+24'- 0 34"

PEAK OF ROOF+28'- 8 12"

A1TYP.

BB

2

2

1'-2

" MIN

.HE

ELA

T TR

USS

9'-1

1/2

"8'

-1 1

/2"

1'-2

3/4

"

BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.

612

RIDGE VENT DETAIL 5/A4.1

SEE DETAIL 17/A4.1

PRE-MANUFACTUREDTRUSS BY OTHERS

PRE-MANUF. OPENWEB FLOOR TRUSS

14" DEEP BY OTHERS

5TYP.

SEE DETAIL7/A4.1

D

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

SCALE: 14" = 1'-0"BUILDING SECTION- UNIT C BUILDING SECTION UNIT D

SCALE: 14" = 1'-0"21

_

A3.3

UNIT BUILDINGSECTIONS

SCALE: 14" = 1'-0"BUILDING SECTION UNIT D

3

12"O.H.

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FOUNDATIONDETAIL 14/A4.1

612

A

B

412

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

DSEE STAIR

DETAIL 9/A4.1

ACCESS DOOR24" X 30"

D

PDR

PAN.

BREAKFAST

SLOPE ENDOF CLOSETFOR HEAD HT.

FOYER

HALL

LIN.CL. BEDROOM

#1

RIDGE VENT DETAIL 5/A4.1

PRE-MANUFACTUREDTRUSS BY OTHERS

PRHT WALLSEE DETAIL8/A4.1

PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS

5TYP.

1TYP.

2

B

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+24'- 10 12"

PEAK OF ROOF+29'- 10"

1'-2

" MIN

.HE

ELA

T TR

USS

9'-1

1/2

"8'

-1 1

/2"

1'-2

3/4

"

BEDROOM#2

12"O.H.

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FOUNDATIONDETAIL 14/A4.1

612

A

B

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

KITCHEN

BATH#2

BEDROOM#1

GARAGE

B

4B

SEE FOUNDATIONDETAIL S0.3

SEE FOUNDATIONDETAIL S0.3

LIVING ROOM

BATH#1

BEDROOM#2

412

RAISED PLATEHEIGHT W/GWBNAILER (+/- 4 58")

ALIGN EAVELINE WITH

FRONT PORCH

RIDGE VENT DETAIL 5/A4.1

PRE-MANUFACTUREDTRUSS BY OTHERS

SEE DETAIL 17/A4.1

PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS

5TYP.

1TYP.2

TOP OF GARAGE SLAB+0'-4"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+24'- 10 12"

PEAK OF ROOF+29'- 10"

1'-2

" MIN

.HE

ELA

T TR

USS

9'-1

1/2

"8'

-1 1

/2"

1'-2

3/4

"

D

STICK FRAMEGARAGE ROOF PER

STRUCTURAL ENGINEER

TOP OF MAIN SLAB+0'-8"

FLUSH BEAM ABOVE

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

_

A3.4

UNIT BUILDINGSECTIONS

SCALE: 14" = 1'-0"BUILDING SECTION UNIT E

BUILDING SECTION UNIT ESCALE: 14" = 1'-0"

2

1

1" X 8" PAINTED WOODWALL CAP

WITH EASED EDGES,

2 41 12"

GWB

7 1/4"

36" A

.F.F

. MIN

.A

T ST

AIR

S

GWBAT TOPOF WALL

12" ROOFOVERHANG

1 1/

2"AI

RBA

FFLE

2" X 6" TOP CHORDS

FLASH AS REQUIRED

VARIES12

DOUBLETOP PLATE

HEIGHTTOP PLATE

VINYL WRAPPED FACIA(TO MATCH TRIM COLOR)

+/- 6

"

SLOPED CATHEDRALCEILING AT SELECTED

LOCATIONS

+/- 1

4" H

EEL

MIN

. (SE

E BL

DG

.SE

CTIO

NS)

5

A

HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTORPER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.

2" X 4" OUTLOOKERS @ 16" O.C.W/VENTED VINYL SOFFIT

SECTION VIEW

FRONT VIEW

SHELF10"1'-0"

METAL ROD

1" X 4" SUPPORTAT SIDEWALL

1" X 4" BRACE (RIPPED)

1'-0"

TYPICAL SHELF WITH ROD

SECTION VIEWTYPICAL LINEN SHELF

SHELF

6

5

4" CORNER TRIM ATBRICK VENEER

CAULKED JOINTW/BACKER ROD

BRICK VENEER

HORIZONTALSIDING

12" ROOFOVERHANG

1 1/

2"AI

RBA

FFLE

+/- 1

4" H

EEL

MIN

. (SE

E BL

DG

.SE

CTIO

NS)

2" X 6" TOP CHORDS

FLASH AS REQUIRED

2" X 4" OUTLOOKERS @ 16" O.C.W/VENTED VINYL SOFFIT

VARIES12

DOUBLETOP PLATE

HEIGHTTOP PLATE

+/- 6

"

SLOPED CATHEDRALCEILING AT SELECTED

LOCATIONS

1" X 4" TRIM BOARD- WRAPPED

6

A

HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTORPER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.

BLOCK AS REQ'D.

VINYL WRAPPED FACIA(TO MATCH TRIM COLOR)

2X12 STRINGER

RATED CEILINGMEMBRANE SEETYPE D, 2/T1.3

1" X 6" RISER

WOOD RAIL1 12" -2" TH.

TYPICAL RAILINGSECTION DETAIL

7 3 4"

MA

X.

10" MINIMUM(NOSING TO NOSING)

34"-3

8" A

.F.F

OR

STA

IR N

OSI

NG

2" X 12" TREAD

34"

NOSING

CARPETAS SCHED.

MULTI-STORY RESIDENTIAL UNIT STAIR NOTES:1. CHANGES IN ROOM ELEVATION OF ONLY ONE RISER WITH DWELLING UNITSDO NOT REQUIRE HANDRAILS.2. HANDRAILS WITHIN A DWELLING UNIT THAT IS NOT REQUIRED TO BE ACCESSIBLENEED ONLY EXTEND FROM THE TOP RISER TO THE BOTTOM RISER (SEE 1014.6 EX. 1).3. WITHIN A DWELLIN UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING ISALLLOWED ON THE LOWEST TREAD (SEE 1014.4 EX. 2).

2

12 12

2

FLASH AS REQUIRED

VARIES12

SEE TYPICAL EAVE DETAIL1/A4.1 FOR TYP. NOTES

(MATCH EAVE HT AROUNDBUILDING, SEE ELEVATIONS)

+/- 6

"

+/- 1

4" H

EEL

MIN

. TO

MA

TCH

EAV

E HT

ARO

UND

THE

HOUS

E, (S

EEBU

ILD

ING

SEC

TION

S)

HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTOR

PER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.

PT GIRDER (SEE STRUCT.) LET INTOWALL BEYOND, TYP., FURR DOWN

AS REQ'D. TO MATCH ELEVATIONS ANDBOX OUT TO MATCH WALL THICKNESS

HORIZ. VINYLSIDINGBEYOND, TYP.

1'-0" O.H.TYP.

E

B

6

SOLID RIM JOIST (1 14" MIN.)

TO MATCH FLOOR DEPTHSEE STRUCTURAL ENG.

PT GIRDER W/PWDTO FURR-OUT FOR POST CAP

ATTACHMENT, BOX-OUTAT GIRDER AS REQ'D. TO

MATCH COLUMN PROFILE, V.I.F.

FIBERGLASS COLUMN ENCLOSURE(NON-LOAD BEARING), +/- 8" X 8"FINISHED DIMENSIONS, SEE ELEVS.

POST CAP BY SIMPSONSEE STRUCT. ENG. FASTEN PER

MANUFACTURER'S SPECS

WINDOW AS SCHED.1" X 6" TRIM BAND

VINYL SOFFIT/WALLPANELING PER

OWNER SELECTION

6"

2'-0"

DECORATIVE PVC TRIM MOLDINGW/ VINYL CLAD FACIA

COR

HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTOR

PER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.

UNRATED PORCH ROOFSTANDING SEAM METAL ROOFING

WITH 30 # BUILDING FELT ORSYNTHETIC UNDERLAYMENT AS

RECOMMENDED BY ROOFING INSTALLER7

16" APA RATED SHEATHINGPRE-FABRICATED ROOF TRUSSES @ 16" O.C.

OFFSET CLEAT

SIMPSONHANGER

PERENGIN.

STEEL LINTEL PER STRUCT. ENG.(ANGLED AS REQ'D.) AT ROOFPEAK, SEE BRICK SHELF ANGLESCHEDULE FOR MORE INFO.CONTINUOUS

FLASHINGAS REQ'D.

A

PREFABRICATEDRIDGE VENT, SHINGLESON TOP

+/- 4"HOLD SHEATHINGBACK AT TRUSSED

ROOF RIDGE

PREFABRICATEDROOF TRUSSES

OR E

2

2

1

3

SEQUENCE FORFLASHING

WINDOW FIN BEHINDFLASHING

FLASHING NOTES:FLASHING TO BE 6" (MIN.) WIDE STRIPOF BLACK POLY SET IN MASTIC,STAPLED TO SHEATHING. APPLY BOTTOM FIRST,SIDES SECOND AND LAP OVER BOTTOMPIECE, TOP PIECE LAST & OVER SIDE PIECES.OMIT AT BRICK VENEER WHERE BUILDING PAPER ISAPPLIED OVER SHEATHING.LAP BUILDING PAPER OVER WINDOW FIN TOFLASH WINDOWS.

2

12 12

2

12

2

4

4" M

IN.

THRU BOLTS SEESTRUCT. ENG.FOR MORE INFO.

2" X 4" PT LEDGERW/2" X 12" PT BAND,

MIN. (5) 12D NAILS@ EACH JOIST,

FLASH AS REQ'D,GIRDER PER PLAN

RIM JOIST BY TRUSSMANUFACTURER

3'-6

"

2

DECK RAILING2 X 4 TREATED RAILS

W/2"X2" TREATED PICKETS4" MAX CLEAR BETWEEN

PICKETS OR ALTERNATIVEVINYL/PVC RAILING SYSTEM

2"

TYP. DECKING54" X 6" PT DECKING

OVER 2" X 8" PTJOISTS @ 16" O.C.

2" X 8" PT WOOD BAND OVER(2) 2" X12"'S PT GIRDER LET INTO

WALL BEYOND, TYP., FURR DOWNAS REQ'D. TO MATCH ELEVATIONS AND

BOX OUT TO MATCH WALL THICKNESS

2" X 6" PT TOP CAPALTERNATIVE VINYL/PVCRAILING SYSTEM

C

8

5LINE OF EXTERIORWALL BEYOND,USE PT FRAMINGFOR ALL WOODIN CONTACTW/ THE SLAB

2

1" X 4" TRIM BAND W/DRIP EDGE

FLASH OVER HEADERAS REQUIRED

HORIZONTAL VINYL SIDING BET. TRIM

+/- 2

41 2"

1ST FLOOR- TOP OF SLAB

18"

MIN

.

5

2 4

EQ

EQ. EQ.

EQ

+/- 8

"

RECOMMENDED:METAL FLASHING

STARTER STRIP

PT WOOD 2" X 4" SILLW/FOAM SILL SEALER TYP.ALL EXTERIOR WALLS

8" SHOE BLOCK

SIMPSONHOLD-DOWN

SEE STRUCTURALENG. FOR SPECAND SPACING.

SEE STRUCTURAL ENG.DRAWINGS S0.3FOR MORE INFO ONFOOTINGS/REBAR

FINISHED GRADE

8" CMUFOUNDATIONFILL CELLSW/ CONCRETE

CL

TYPICAL BUILDING SLABFINISHED FLOOR AS SCHEDULED

4" CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL POLY VAPOR BARRIER

SEE STRUCTURAL ENGINEREING DWGS.AND GEOTECHNICAL REPORT

1ST FLOOR- TOP OF SLAB

18" M

IN.

6

2 4

+/-

8"

PT WOOD 2" X 4" SILLW/FOAM SILL SEALER TYP. ALLEXTERIOR WALLS

8" SHOE BLOCK

SIMPSON HOLD-DOWNSEE STRUCTURAL ENG. FOR

SPEC AND SPACING.

SEE STRUCTURAL ENG.DRAWINGS S0.3 FOR MOREINFO ON FOOTINGS/REBAR

FINISHED GRADE

8" CMU FOUNDATIONFILL CELLS W/ CONCRETE

FLASHING AND FULL JOINTWEEP SLOTS AT 24" O.C.,1 COURSE MIN. ABOVE GRADEFILL SPACE BELOW W/SOLID GROUT

1" MIN AIR SPACE

CORRIGATED METAL BRICK TIEAT STUD, 18" O.C. MIN. VERTICALLYAND 16" O.C. HORIZONTALLY, USECORROSION RESISTANTMETAL SCREWS, TYP.

RECOMMENDED: DRAINAGE MATAT BASE OF WALL.

EQ

EQ EQ

EQCL

TYPICAL BUILDING SLABFINISHED FLOOR AS SCHEDULED

4" CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL POLY VAPOR BARRIER

SEE STRUCTURAL ENGINEREING DWGS.AND GEOTECHNICAL REPORT

EXTERIOR LOAD BEARING SLAB4" TH. MONOLITIC CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL VAPOR BARRIERSEE STRUCTURAL ENGINEERING DWGSAND GEOTECHNICAL REPORT.

PT WOOD POST, W/ PVC TRIM ENCLOSURE,PER OWNER SPEC., SEE STRUCT. ENG.POST BASE BY

SIMPSON, SEE STRUCTURALENGINEER FOR MORE INFO

58" ANCHOR BOLTS MIN.

SET EPOXY TIEIN THE FIELD PER

MANF. SPECS

3"

SEE STRUCTURAL ENGINEERINGDRAWINGS S0.3 FOR FOOTING INFO.INCLUDING DIMENSIONS

SOLID SURFACECOUNTERTOP

MATERIAL PER OWNER'SSELECTION, V.I.F.

2 4

40 1 2"

AT

BAR

TOP

SIM

.

GWB

7"

1 1 2"

42" T

O T

OP

OF

FIN

ISHE

D C

OUN

TER

EQ EQ

GWB AT TOP OFWALL

KITCHENCABINET

SOLID SURFACECOUNTERTOPMATERIAL PER OWNER'SSELECTION, V.I.F.

SOLID SURFACEBACKSPLASH TOMATCH COUNTERTOP

+/- 4

"36

" A.F

.FTY

PIC

AL

SOLID SURFACECOUNTERTOP

MATERIAL PER OWNER'SSELECTION, V.I.F.

2 6

40 1 2"

AT

BAR

TOP

SIM

.

GWB

18" COUNTERTOP

1 1 2"

42" T

O T

OP

OF

FIN

ISHE

D C

OUN

TER

1 12"

GWB AT TOP OFWALL

KITCHENCABINET

SOLID SURFACECOUNTERTOPMATERIAL PER OWNER'SSELECTION, V.I.F.

SOLID SURFACEBACKSPLASH TOMATCH COUNTERTOP

+/- 4

"36

" A.F

.FTY

PIC

AL

+/- 10" OVERHANG

2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827

KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

OLDFIELD

PHASE 2B160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

12 / 16 / 16

CKN

ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114

PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:

STRUCTURAL ENGINEER:

MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100

NORFOLK, VA 23502PH: (757) 965-2000

ISSUED FOR CONSTR. 9 / 23 / 16

ISSUED FORCONSTRUCTION

CHRISTOPHERKENT NASON

KITTY HAWK, NC9047

STA

T E

O F SOU T HCAR

OLI N

A

REG

I S

T E D A R C I T E CT

BEACONARCHITECTUREAND DESIGN

KITTY HAWK, NC101033

STA

T E

O F SOU T HCAR

OLIN

A

REG

I S

T E D A R C I T E CT

S

12 / 16 / 16

REVISION #1 12 / 16 /16

_

A4.1

DETAILS

SCALE: 34"=1'-0"TYPICAL EAVE DETAIL AT VINYL SIDING

1SCALE: 1 12"=1'-0"BRICK VENEER CORNER DETAIL

6

SCALE:1 12"=1'-0"SHELF DETAILS

7

SCALE: 3"=1'-0"PARTIAL HEIGHT WALL DETAIL

8

SCALE: 34"=1'-0"TYPICAL EAVE DETAIL AT BRICK VENEER

2

SCALE:1 12"=1'-0"MULTI-STORY UNIT STAIR DETAILS

9

SCALE: 34"=1'-0"EXTERIOR PORCH SLAB DETAIL- AS REQ'.D. SEE STRUCTURAL

3

NOT TO SCALEPORCH GRAPHIC DETAILS

11

13TYPICAL EXTERIOR PORCH EAVE DETAILSCALE: 34" = 1'-0"

10SLOPED ROOF PORCH DETAIL, TYP.SCALE: 34" = 1'-0"

SCALE: 34"=1'-0"TYPICAL FLASHING DETAILS

4

SCALE:1 12"=1'-0"RIDGE VENT DETAIL

5

TYPICAL DECK DETAIL12

SCALE: 34" = 1'-0"

14TYPICAL EXTERIOR FOOTING DETAILSCALE: 34" = 1'-0"

15TYPICAL EXTERIOR FOOTING DETAIL AT BRICKSCALE: 34" = 1'-0"

SCALE: 3"=1'-0"PARTIAL HEIGHT COUNTER DETAIL

16

SCALE: 3"=1'-0"PARTIAL HEIGHT BAR COUNTER

17