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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 7 FL1 FL2 8 9 TOTAL UNITS PER BUILDING 8 *DENOTES HANDICAPPED UNITS W/IN A BLDG. 0 0 0 8* SITE MAP OLD RIVER COURT SOUTH CAROLINA PHASE 2C TITLE SHEET T1.1 RESIDENTIAL CODE ANALYSIS T1.2 T1.3 A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A1.31 A1.21 UNIT A - BUILDING PLANS BUILDING 7 - FIRST FLOOR PLAN BUILDING 7 - SECOND FLOOR AND ROOF PLAN BUILDING 8 - FIRST FLOOR PLAN BUILDING 8 - SECOND FLOOR AND ROOF PLAN BUILDING 9 - FIRST FLOOR PLAN BUILDING 9 - SECOND FLOOR AND ROOF PLAN UNIT FLOOR PLAN COMPARISON ARCHITECTURAL DRAWINGS DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 X X X X X X X X X X A1.26 A1.27 A1.27a 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-2 - BUILDING PLAN UNIT FL-2 ADA - BUILDING PLAN ACCESSIBLE TYPICAL DETAILS BUILDING 7 - EXTERIOR ELEVATIONS BUILDING 9 - EXTERIOR ELEVATIONS BUILDING 15 - EXTERIOR ELEVATIONS UNIT BUILDING SECTIONS UNIT BUILDING SECTIONS DETAILS BUILDING 8 - EXTERIOR ELEVATIONS BUILDING 11 - EXTERIOR ELEVATIONS DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 PHASE 2A FITNESS OLD LAKE ROAD PHASE 2C C 6 0 E 0 0 K 4 0 APARTMENT MIX BY BUILDING 11 15 16 17 10 0 0 0 4 0 0 1 9 4 4 10 3 0 0 0 6 2 4 4 0 9 0 3 BUILDING 10 PHASE 2B A3.3 X X UNIT BUILDING SECTIONS A1.7 A1.8 BUILDING 11 - FIRST FLOOR PLAN BUILDING 11 - SECOND FLOOR X X A1.9 A1.10 BUILDING 15 - FIRST FLOOR PLAN BUILDING 15 - SECOND FLOOR AND ROOF PLAN X X A2.6 X BUILDING 15 - EXTERIOR ELEVATIONS A1.11 A1.12 BUILDING 16 - FIRST FLOOR PLAN BUILDING 16 - SECOND FLOOR AND ROOF PLAN X X A2.7 X BUILDING 16 - EXTERIOR ELEVATIONS A1.13 A1.14 BUILDING 17 - FIRST FLOOR PLAN BUILDING 17 - SECOND FLOOR AND ROOF PLAN X X A2.8 X BUILDING 17 - EXTERIOR ELEVATIONS RESIDENTIAL ADA AND RATED WALL DETAILS A1.22 UNIT C - BUILDING PLANS X X A1.24 UNIT E - BUILDING PLANS X 0 0 0 12 0 8* 0 0 0 0 2 5 0 0 88 13 12 6 17 32 8 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 7 - FOUNDATION PLAN BUILDING 7 - FRAMING PLAN BUILDING 7 - ROOF FRAMING PLAN BUILDING 8 - FOUNDATION PLAN BUILDING 8 - FRAMING PLAN BUILDING 8 - ROOF FRAMING PLAN S1.2 S1.3 S1.4 S1.5 S1.6 S1.7 BUILDING 9 - FOUNDATION PLAN BUILDING 9 - FRAMING PLAN BUILDING 9 - ROOF FRAMING PLAN S1.8 S1.9 BUILDING 7 - PLUMBING PLAN BUILDING 8 - PLUMBING PLAN UNIT A - PLUMBING PLAN UNIT FL-1 - PLUMBING PLAN UNIT FL-2 - PLUMBING PLAN PLUMBING FIXTURE SCHED. AND DETAILS P1.1 P1.2 P1.3 P2.1 P2.5 P2.6 P4.1 P4.2 BUILDING 9 - PLUMBING PLAN P1.4 BUILDING 11 - PLUMBING PLAN P1.5 BUILDING 15 - PLUMBING PLAN P1.6 BUILDING 16 - PLUMBING PLAN UNIT C - PLUMBING PLAN P2.2 UNIT E - PLUMBING PLAN P2.3 UNIT K - PLUMBING PLAN P2.4 PLUMBING NOTES, LEGEND, LOAD AND DETAILS P4.3 PLUMBING DETAILS M1.1 M1.2 BUILDING 7 - MECHANICAL PLAN BUILDING 8 - MECHANICAL PLAN M1.3 UNIT A - MECHANICAL PLAN M2.1 UNIT FL-1 - MECHANICAL PLAN M2.2 UNIT FL-2 - MECHANICAL PLAN M2.6 MECHANICAL SCHEDULES AND NOTES M3.1 MECHANICAL DETAILS M3.2 MECHANICAL LOAD SUMMARY M4.1 BUILDING 9 - MECHANICAL PLAN M1.4 BUILDING 11 - MECHANICAL PLAN M1.5 BUILDING 15 - MECHANICAL PLAN M1.6 BUILDING 16 - MECHANICAL PLAN UNIT C - MECHANICAL PLAN UNIT E - MECHANICAL PLAN M2.3 UNIT K - MECHANICAL PLAN M2.4 M2.5 E1.1 E1.2 BUILDING 7 - ELECTIRCAL PLAN E1.3 UNIT E - ELECTRICAL PLAN E2.3 POWER RISERS, METER BANKS: #1, #4, #10, #18 E2.4 POWER RISERS, METER BANKS: #5, #8 E3.2 RESIDENTIAL PANEL SCHEDULES E3.3 FIXTURE SCHEDULE, RESIDENTIAL NOTES E3.4 SPRINKLER RISER DETAILS E3.5 BUILDING 8 - ELECTRICAL PLAN BUILDING 9 - ELECTRICAL PLAN UNIT A - ELECTRICAL PLAN E2.1 UNIT C - ELECTRICAL PLAN E2.2 UNIT K - ELECTRICAL PLAN UNIT FL1 - ELECTRICAL PLAN E2.5 UNIT FL-2 - ELECTRICAL PLAN E2.6 E3.1 NOTES AND SYMBOL LEGEND 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 P3.4 P3.5 P3.6 UNIT C- WATER AND WASTE PIPING RISER UNIT E- WATER AND WASTE PIPING RISER UNIT K- WATER AND WASTE PIPING RISER UNIT FL-1- WATER AND WASTE PIPING RISER UNIT FL-2- WATER AND WASTE PIPING RISER X X X X X PHASE 2C- CURRENT 30 41 42 0 0 8* 0 0 2 2 0 0 0 0 4 1 4* 4* 0 0 0 10 6 9 A1.0 BUILDING 11 - ROOF PLAN A1.15 BUILDING 30 - FIRST FLOOR PLAN A1.16 BUILDING 30 - SECOND FLOOR AND ROOF PLAN A1.17 BUILDING 41 - FIRST FLOOR PLAN A1.18 BUILDING 41 - SECOND FLOOR AND ROOF PLAN A1.19 BUILDING 42 - FIRST FLOOR PLAN A1.20 BUILDING 42 - SECOND FLOOR AND ROOF PLAN A2.9 BUILDING 30 - EXTERIOR ELEVATIONS A2.10 BUILDING 41 - EXTERIOR ELEVATIONS A2.11 BUILDING 42 - EXTERIOR ELEVATIONS A2.12 BUILDING 42 - EXTERIOR ELEVATIONS A1.25 UNIT K - BUILDING PLANS A1.26a UNIT FL-1 ADA - BUILDING PLAN X X X X X X X X X X X GARAGE A1.32 GARAGE ARCHITECTURAL PLANS X S1.10 S1.11 S1.12 S1.13 S1.14 S1.15 S1.16 BUILDING 11 - FOUNDATION PLAN BUILDING 11 - FRAMING PLAN BUILDING 11 - ROOF FRAMING PLAN BUILDING 15 - FOUNDATION PLAN BUILDING 15 - FRAMING PLAN BUILDING 15 - ROOF FRAMING PLAN BUILDING 16 - FOUNDATION PLAN X X X X X X X S1.17 S1.18 S1.19 S1.20 S1.21 BUILDING 16 - FRAMING PLAN BUILDING 16 - ROOF FRAMING PLAN BUILDING 17 - FOUNDATION PLAN BUILDING 17 - FRAMING PLAN BUILDING 17 - ROOF FRAMING PLAN X X X X X DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 S1.22 S1.23 S1.24 S1.25 S1.26 S1.27 S1.28 S1.29 S1.30 S1.31 BUILDING 30 - FOUNDATION PLAN BUILDING 30 - FRAMING PLAN BUILDING 30 - ROOF FRAMING PLAN X X X BUILDING 41 - FOUNDATION PLAN BUILDING 41 - FRAMING PLAN BUILDING 41 - ROOF FRAMING PLAN X X X BUILDING 42 - FOUNDATION PLAN BUILDING 42 - FRAMING PLAN BUILDING 42 - ROOF FRAMING PLAN X X X GARAGE - STRUCTURAL PLANS X P1.7 BUILDING 17 - PLUMBING PLAN P1.8 BUILDING 30 - PLUMBING PLAN P1.9 BUILDING 41 - PLUMBING PLAN P1.10 BUILDING 42 - PLUMBING PLAN X X X X M1.7 BUILDING 17 - MECHANICAL PLAN M1.8 BUILDING 30 - MECHANICAL PLAN M1.9 BUILDING 41 - MECHANICAL PLAN X X X M1.10 BUILDING 42 - MECHANICAL PLAN X E1.4 E1.5 E1.6 E1.7 E1.8 X X X X X BUILDING 11 - ELECTIRCAL PLAN BUILDING 15 - ELECTRICAL PLAN BUILDING 16 - ELECTRICAL PLAN BUILDING 17 - ELECTIRCAL PLAN BUILDING 30 - ELECTRICAL PLAN E1.9 E1.10 E1.11 X X X BUILDING 41 - ELECTRICAL PLAN BUILDING 42 - ELECTIRCAL PLAN GARAGE - ELECTRICAL PLAN POWER RISERS, METER BANKS: #9, #11, #13 POWER RISERS, METER BANKS: #14, #17 POWER RISERS, METER BANKS: #19, PANEL SCHED. E4.1 X E4.2 E4.3 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 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 2C 160 OLD TOWNE RD. BLUFFTON, SC MEWS PROJECT NAME: REVISIONS: DATE: 3 / 3 / 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. 1 / 9 / 17 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 3 / 3 / 17 ISSUED FOR CONSTRUCTION 3 / 3 / 17 _ T1.1 TITLE SHEET
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Page 1: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

LIST OF DRAWINGS

OLD FIELD MEWS160 OLD TOWNE ROAD, BEAUFORT COUNTY

VICINITY MAP APARTMENT BUILDING PLANS/UNIT KEY

BUILDING 4

UNIT TYPESBUILDINGNUMBERS A

7FL1 FL2

89

TOTAL

UNITS PERBUILDING

8

*DENOTES HANDICAPPED UNITS W/IN A BLDG.

00 0 8*

SITE MAP

OLD RIVER C

OURT

SOUTH CAROLINA

PHASE 2C

TITLE SHEETT1.1RESIDENTIAL CODE ANALYSIST1.2

T1.3

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

A1.31

A1.21 UNIT A - BUILDING PLANS

BUILDING 7 - FIRST FLOOR PLANBUILDING 7 - SECOND FLOOR AND ROOF PLANBUILDING 8 - FIRST FLOOR PLANBUILDING 8 - SECOND FLOOR AND ROOF PLANBUILDING 9 - FIRST FLOOR PLANBUILDING 9 - SECOND FLOOR AND ROOF PLAN

UNIT FLOOR PLAN COMPARISON

ARCHITECTURAL DRAWINGS

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

XXXXXXXXX

X

A1.26

A1.27A1.27aA1.30

A2.1A2.2A2.3A2.4A2.5

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 PLAN

UNIT FL-2 - BUILDING PLANUNIT FL-2 ADA - BUILDING PLANACCESSIBLE TYPICAL DETAILS

BUILDING 7 - EXTERIOR ELEVATIONS

BUILDING 9 - EXTERIOR ELEVATIONS

BUILDING 15 - EXTERIOR ELEVATIONS

UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS

DETAILS

BUILDING 8 - EXTERIOR ELEVATIONS

BUILDING 11 - EXTERIOR ELEVATIONS

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

PHASE 2A FITNESS

OLD LAKE ROAD

PHASE 2C

C

60

E

00

K

40

APARTMENT MIX BY BUILDING

11151617

100 0

04

0 0 1 94 410

30 0

06

24

40

903

BUILDING 10

PHASE 2B

A3.3

XX

UNIT BUILDING SECTIONS

A1.7A1.8

BUILDING 11 - FIRST FLOOR PLANBUILDING 11 - SECOND FLOOR

XX

A1.9A1.10

BUILDING 15 - FIRST FLOOR PLANBUILDING 15 - SECOND FLOOR AND ROOF PLAN

XX

A2.6

X

BUILDING 15 - EXTERIOR ELEVATIONS

A1.11A1.12

BUILDING 16 - FIRST FLOOR PLANBUILDING 16 - SECOND FLOOR AND ROOF PLAN

XX

A2.7

X

BUILDING 16 - EXTERIOR ELEVATIONS

A1.13A1.14

BUILDING 17 - FIRST FLOOR PLANBUILDING 17 - SECOND FLOOR AND ROOF PLAN

XX

A2.8

X

BUILDING 17 - EXTERIOR ELEVATIONS

RESIDENTIAL ADA AND RATED WALL DETAILS

A1.22 UNIT C - BUILDING PLANS

XX

A1.24 UNIT E - BUILDING PLANS

X

0 0 0 120 8*

00

0 0 2 50 0

8813 12 6 17 328

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

GENERAL NOTESGENERAL NOTES AND SCHEDULESTYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILSBUILDING 7 - FOUNDATION PLANBUILDING 7 - FRAMING PLANBUILDING 7 - ROOF FRAMING PLANBUILDING 8 - FOUNDATION PLANBUILDING 8 - FRAMING PLANBUILDING 8 - ROOF FRAMING PLAN

S1.2S1.3S1.4S1.5S1.6S1.7 BUILDING 9 - FOUNDATION PLAN

BUILDING 9 - FRAMING PLANBUILDING 9 - ROOF FRAMING PLAN

S1.8S1.9

BUILDING 7 - PLUMBING PLANBUILDING 8 - PLUMBING PLAN

UNIT A - PLUMBING PLAN

UNIT FL-1 - PLUMBING PLANUNIT FL-2 - PLUMBING PLAN

PLUMBING FIXTURE SCHED. AND DETAILS

P1.1P1.2P1.3

P2.1

P2.5P2.6

P4.1P4.2

BUILDING 9 - PLUMBING PLANP1.4 BUILDING 11 - PLUMBING PLANP1.5 BUILDING 15 - PLUMBING PLANP1.6 BUILDING 16 - PLUMBING PLAN

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

PLUMBING NOTES, LEGEND, LOAD AND DETAILSP4.3PLUMBING DETAILS

M1.1M1.2

BUILDING 7 - MECHANICAL PLANBUILDING 8 - MECHANICAL PLAN

M1.3

UNIT A - MECHANICAL PLANM2.1

UNIT FL-1 - MECHANICAL PLAN

M2.2

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

BUILDING 9 - MECHANICAL PLANM1.4 BUILDING 11 - MECHANICAL PLANM1.5 BUILDING 15 - MECHANICAL PLANM1.6 BUILDING 16 - MECHANICAL PLAN

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

M2.5

E1.1E1.2

BUILDING 7 - ELECTIRCAL PLAN

E1.3

UNIT E - ELECTRICAL PLANE2.3

POWER RISERS, METER BANKS: #1, #4, #10, #18

E2.4

POWER RISERS, METER BANKS: #5, #8E3.2

RESIDENTIAL PANEL SCHEDULES

E3.3

FIXTURE SCHEDULE, RESIDENTIAL NOTES

E3.4

SPRINKLER RISER DETAILS

E3.5

BUILDING 8 - ELECTRICAL PLANBUILDING 9 - ELECTRICAL PLAN

UNIT A - ELECTRICAL PLANE2.1UNIT C - ELECTRICAL PLANE2.2

UNIT K - ELECTRICAL PLANUNIT FL1 - ELECTRICAL PLANE2.5UNIT FL-2 - ELECTRICAL PLANE2.6

E3.1

NOTES AND SYMBOL LEGEND

E3.6

XX

X

XXX

XXX

X

XXX

X

XX

X

XXX

XXX

X

XXX

X

XX

X

XXX

XX

X

XXX

X

XX

X

X

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 RISERP3.1P3.2P3.3P3.4P3.5P3.6

UNIT C- WATER AND WASTE PIPING RISERUNIT E- WATER AND WASTE PIPING RISERUNIT K- WATER AND WASTE PIPING RISERUNIT FL-1- WATER AND WASTE PIPING RISERUNIT FL-2- WATER AND WASTE PIPING RISER

XX

XX

X

PHASE 2C- CURRENT

304142

0 0 8*0 0 2

2 0 00 0 41 4* 4*0 0 0

10

69

A1.0

BUILDING 11 - ROOF PLAN

A1.15 BUILDING 30 - FIRST FLOOR PLANA1.16 BUILDING 30 - SECOND FLOOR AND ROOF PLANA1.17 BUILDING 41 - FIRST FLOOR PLANA1.18 BUILDING 41 - SECOND FLOOR AND ROOF PLANA1.19 BUILDING 42 - FIRST FLOOR PLANA1.20 BUILDING 42 - SECOND FLOOR AND ROOF PLAN

A2.9 BUILDING 30 - EXTERIOR ELEVATIONSA2.10 BUILDING 41 - EXTERIOR ELEVATIONSA2.11 BUILDING 42 - EXTERIOR ELEVATIONSA2.12 BUILDING 42 - EXTERIOR ELEVATIONS

A1.25 UNIT K - BUILDING PLANS

A1.26a UNIT FL-1 ADA - BUILDING PLAN

XX

XX

X

XX

XXX

X

GARAGE

A1.32 GARAGE ARCHITECTURAL PLANS X

S1.10S1.11S1.12S1.13S1.14S1.15S1.16

BUILDING 11 - FOUNDATION PLANBUILDING 11 - FRAMING PLANBUILDING 11 - ROOF FRAMING PLANBUILDING 15 - FOUNDATION PLANBUILDING 15 - FRAMING PLANBUILDING 15 - ROOF FRAMING PLANBUILDING 16 - FOUNDATION PLAN

X

XXX

XXX

S1.17S1.18S1.19S1.20S1.21

BUILDING 16 - FRAMING PLANBUILDING 16 - ROOF FRAMING PLANBUILDING 17 - FOUNDATION PLANBUILDING 17 - FRAMING PLANBUILDING 17 - ROOF FRAMING PLAN

X

XX

XX

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

S1.22S1.23S1.24S1.25S1.26S1.27S1.28S1.29S1.30S1.31

BUILDING 30 - FOUNDATION PLANBUILDING 30 - FRAMING PLANBUILDING 30 - ROOF FRAMING PLAN

XXX

BUILDING 41 - FOUNDATION PLANBUILDING 41 - FRAMING PLANBUILDING 41 - ROOF FRAMING PLAN

XXX

BUILDING 42 - FOUNDATION PLANBUILDING 42 - FRAMING PLANBUILDING 42 - ROOF FRAMING PLAN

XXX

GARAGE - STRUCTURAL PLANS X

P1.7 BUILDING 17 - PLUMBING PLANP1.8 BUILDING 30 - PLUMBING PLANP1.9 BUILDING 41 - PLUMBING PLAN

P1.10 BUILDING 42 - PLUMBING PLAN X

XXX

M1.7 BUILDING 17 - MECHANICAL PLANM1.8 BUILDING 30 - MECHANICAL PLANM1.9 BUILDING 41 - MECHANICAL PLAN X

XX

M1.10 BUILDING 42 - MECHANICAL PLAN X

E1.4E1.5E1.6E1.7E1.8

XXXXX

BUILDING 11 - ELECTIRCAL PLANBUILDING 15 - ELECTRICAL PLANBUILDING 16 - ELECTRICAL PLANBUILDING 17 - ELECTIRCAL PLANBUILDING 30 - ELECTRICAL PLAN

E1.9E1.10E1.11

XXX

BUILDING 41 - ELECTRICAL PLANBUILDING 42 - ELECTIRCAL PLANGARAGE - ELECTRICAL PLAN

POWER RISERS, METER BANKS: #9, #11, #13POWER RISERS, METER BANKS: #14, #17POWER RISERS, METER BANKS: #19, PANEL SCHED.

E4.1 XE4.2E4.3

XX

X

XX

XXXXXXXXXXXX

XX

X

XXX

XXX

X

XXX

X

X

XXX

XXX

X

X

X

XXXXXXXX

X

X

X

XX

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

_

T1.1

TITLE SHEET

Page 2: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

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 7 = +/- 30'-10 34" MAX.- BUILDING COMPLIES BUILDING 8 = +/- 30'-10 34" MAX. - BUILDING COMPLIES BUILDING 9 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 11 = +/- 30'-10 34" MAX. - BUILDING COMPLIES BUILDING 15 = +/- 30'-10 34" MAX. - BUILDING COMPLIES BUILDING 16 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 17 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 30 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 41= +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 42 = +/- 30'-8 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 503) W/SPRINKLER INCREASE 3 STORIES/14,000 SF PER FLOOR*ACTUAL BUILDING AREA- BUILDING 7= 6,284 SF- BUILDING COMPLIES BUILDING 8 = 4,803 SF- BUILDING COMPLIES BUILDING 9 = 7,625 SF- BUILDING COMPLIES* BUILDING 11= 7,260 SF- BUILDING COMPLIES* BUILDING 15 = 4,871 SF- BUILDING COMPLIES BUILDING 16 = 7,627 SF- BUILDING COMPLIES* BUILDING 17 = 6,331 SF- BUILDING COMPLIES BUILDING 30 = 3,345 SF- BUILDING COMPLIES BUILDING 41 = 4,230 SF- BUILDING COMPLIES BUILDING 42 = 4,757 SF- BUILDING COMPLIES

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 7 1ST FLOOR= 6,283.8 SF 2ND FLOOR= 6,144.3 SF TOTAL= 12,428.1 SF BUILDING 8 1ST FLOOR= 4,793.3 SF 2ND FLOOR= 4,802.8 SF TOTAL= 9,596.1 SF

BUILDING 9 1ST FLOOR= 7,625.0 SF 2ND FLOOR= 7,350.4 SF TOTAL= 14,975.4 SF

BUILDING 11 1ST FLOOR= 7,213.9 SF 2ND FLOOR= 7,259.7 SF TOTAL= 14,473.6 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 2CADDRESS 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 2C 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 15 FIRST FLOOR= 4,871.0 SF 2ND FLOOR= 4,811.8 SF TOTAL= 9,682.8 SF BUILDING 16 1ST FLOOR= 7,626.2 SF 2ND FLOOR= 7,351.5 SF TOTAL= 14,977.7 SF

BUILDING 17 1ST FLOOR= 6,330.8 SF 2ND FLOOR= 5,878.7 SF TOTAL= 12,209.5 SF

BUILDING 30 FIRST FLOOR= 3,344.1 SF 2ND FLOOR= 3,191.0 SF TOTAL= 6,535.1 SF BUILDING 41 1ST FLOOR= 4,229.2 SF 2ND FLOOR= 3,917.6 SF TOTAL= 8,146.8 SF

BUILDING 42 1ST FLOOR= 4,731.5 SF 2ND FLOOR= 4,756.3 SF TOTAL= 9,487.8 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 29.5% GLAZING FOR ALL SIDES OFSEPARATION DISTANCE (% OF AREA ALL THE BUILDINGS IN PHASE 2B (PER TABLE 705.8).PER STORY)

FIRE PROTECTIONREQUIREMENTS

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

44'-3"62'-8"

52'-0"

2

22222

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

5.7

UNIT A 1218 G

1149 G

0.9"

0.200.150.150.15

4.5894 G

1243 G 6.2

200 G

N/A N/A

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

808 G N/A N/A

N/A N/A

1.2"0.20

4.1 0.15 0.6"

SPRINKLER RISER RM.

0.6"0.8"0.9"

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 K- 1ST FLOOR1UNIT K- 2ND FLOOR

125'22 125'

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

125'22 125'

UNIT CUNIT DUNIT K

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"40'-3"48'-1"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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

VARIES

T1.2

RESIDENTIALCODE ANALYSIS

1CODE ANALYSISSCALE:N.T.S.

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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

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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.

7

4 3/4"MIN.

UNRATED EXTERIOR WALL ASSEMBLYVINYL SIDING (6" EXPOSURE)

SEE ELEVS. FOR TYPE AND LOCATIONBUILDING PAPER OR 15 LB BUILDING FELT

716" APA RATED OSB SHEATHING- EXPOSURE 1

OR EQUIVALENT PLYWOOD (EXTERIOR)2" X 4" WOOD STUD FRAMING @ 16" O.C.

716" APA RATED OSB SHEATHING- EXPOSURE 1

OR EQUIVALENT PLYWOOD (INTERIOR)

GARAGE BUILDING WALL ASSEMBLIES

8

UNRATED WALL ASSEMBLY7

16" APA RATED OSBSHEATHING- EXPOSURE 1 OR EQUIVALENT

PLYWOOD CONTINUE UP TO THEUNDERSIDE OF ROOF SHEATHING(ONE SIDE

ONLY)2" X 4" WOOD STUDS @ 16" O.C.

RATED WALL P ENETRATIONS, 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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

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.

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A2.12

A2.1

1

A2.12

A2.13

SIM OPP

(SEE A1.27 FORDETAILED PLAN)

FL2

FL2(HC)

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

68'-5

1/2

" (ST

UD T

O S

TUD

)

118'-11" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

3'-5

3/4

"

STREET SIDE

A2.13

4'-7

" 6'-7"

3'-5

3/4

"4'

-11

3/4"

4'-1

1 3/

4"

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

2'-0"

OMIT SIDE WINDOWAT UNIT

OMIT SIDE WINDOWAT UNIT

OMIT SIDE WINDOWAT UNIT

OMIT SIDE WINDOWAT UNIT

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 7 - FIRST FLOOR PLAN1

_

A1.0

BUILDING 7FLOOR PLANS

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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 A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

KOMIT SIDE WINDOWAT UNIT

OMIT SIDE WINDOWAT UNIT

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOFAS REQ'D.

7:12 SL.TYPICAL

SPRINKLERRISER ROOM,BELOW

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOF

AS REQ'D.

7:12 SL.TYPICAL

12"

O.H

.

LINE OFPATIOBELOW,TYP.

FL2FL2

K K

VALLEY

VALLEY

VALLEY

VALLEY

6:12 SL 6:12 SL

RIDG

E

VALLEY

VALLEY

LINE OFPATIOBELOW,TYP.

7:12 SL.TYPICAL

7:12 SL.TYPICAL

PREMANUFACTUREDTRUSS ROOF @ 24" O.C.

12"

O.H

.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 7 - SECOND FLOOR PLAN1

_

A1.1

BUILDING 7FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 7 - ROOF PLAN2

Page 6: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27aFOR DETAILED

PLAN)

A2.22

A2.21

A2.22

SIM OPP

FL2(HC)

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

83'-2 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

4'-5

1/2

"

SPRINKLERRISER ROOM

68'-5

1/2

" (ST

UD T

O S

TUD

)4'

-7"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

6'-7"

STREET SIDE

2'-0"

GRADE-LEVELPORCH, TYP.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 8- FIRST FLOOR PLAN1

_

A1.2

BUILDING 8FLOOR PLANS

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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 A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

SPRINKLERRISER ROOM

SPRINKLERRISER ROOM,

BELOW

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

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOFAS REQ'D.

7:12 SL.TYPICAL

7:12 SL.TYPICAL

7:12 SL.TYPICAL

7:12 SL.TYPICAL

12"

O.H

.

FL2FL2

FL2FL2

12"

O.H

.

VALLEY

VALLEY

VALLEY

GUTTERANDDOWNSPOUT

GUTTERANDDOWNSPOUT

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 8 - SECOND FLOOR PLAN1

_

A1.3

BUILDING 8FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 8- ROOF PLAN2

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(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C (SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

A2.32

A2.31

A2.33

A2.34

(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

202'-10" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

35'-6

" (ST

UD T

O S

TUD

)

7'-0

"

7'-0

"

2'-0

"6'

-7"

4'-7"

35'-6

" (ST

UD T

O S

TUD

)

5'-0

"

5'-0

"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.STREET SIDE

ELECTRICMETERS (6)

ELECTRICMETERS (5)

OMITCOLUMN

OMITCOLUMN OMIT

COLUMNOMIT

COLUMN

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOW

AT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

OMIT SIDEWINDOWAT UNIT

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 9- FIRST FLOOR PLAN

1

_

A1.4

BUILDING 9FLOOR PLANS

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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".

C C(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

KC C

(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

EAV

E

6:12

SL

6:12

SL

C C

RIDGE

7:12 SL.TYPICAL

7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

12"O.H.

RIDGE

12"O.H.

12"O.H.

6:12

SL

6:12

SL

CC

RIDGE

7:12 SL.TYPICAL

7:12 SL.TYPICAL

12"

O.H

.

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

12"

O.H

.

EAV

E

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

RIDGE

12"O.H.

12"O.H.

12"O.H.

12"

O.H

.12

"O

.H.

12"

O.H

.12

"O

.H.

6:12

SL

6:12

SL

CC

RIDGE

7:12 SL.TYPICAL

7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

SPRINKLERRISER ROOM,BELOW

LINE OFPATIOBELOW,TYP.

PRE-MANUFACTURED TRUSS@ 24" O.C.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 9- SECOND FLOOR PLAN

1

_

A1.5

BUILDING 9FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 9- ROOF PLAN

2

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(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27aFOR DETAILED

PLAN)

A2.42

A2.41

A2.42

A2.44

FL2(HC)

(SEE A1.27 FORDETAILED PLAN)

FL2(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

151'-4 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

68'-5

1/2

"

(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A4'

-11

3/4"

4'-1

1 3/

4"

4'-1

1 3/

4"

4'-1

1 3/

4"

FL2(HC)BRICK VENEER AT UNIT,

SEE ELEVATIONS

STREET SIDE

A2.43

SIM OPP

6'-7"

4'-7

"68

'-5 1

/2"

BRICKVENEER,TYP.

BRICKVENEER,TYP.

2'-0"

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

BRICK VENEER AT UNIT,SEE ELEVATIONS

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 11- FIRST FLOOR PLAN1

_

A1.6

BUILDING 11FLOOR PLANS

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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 A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

BRICK VENEER AT UNIT,SEE ELEVATIONS

SPRINKLERRISER ROOM

BRICK VENEER AT UNIT,SEE ELEVATIONS

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 11- SECOND FLOOR PLAN1

_

A1.7

BUILDING 11FLOOR PLANS

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SPRINKLERRISER ROOM,BELOW PRE-MANUFACTURED

TRUSS @ 24" O.C.

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOFAS REQ'D.

7:12 SL.TYPICAL

12"

O.H

.

OVERFRAMEROOF

AS REQ'D.

7:12 SL.TYPICAL

A AA AFL2FL2

FL2FL2

7:12 SL.TYPICAL

12"

O.H

.

VALLEY

VALLEY

VALLEY

VALLEY

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 11- ROOF PLAN1

_

A1.8

BUILDING 11FLOOR PLANS

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(SEE A1.26 FORDETAILED PLAN)

FL1

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

A2.52

A2.51

A2.61

A2.5

4

FL2

(SEE A1.25 FORDETAILED PLAN)

K

68'-5

1/2

" (ST

UD T

O S

TUD

)

3'-5

3/4

"

95'-7 3/4" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

(SEE A1.26 FORDETAILED PLAN)

FL1

EXTEND BRICK WALLRETURN AT

SINGLE GARAGE

STREET SIDE

6'-7" 2'-0"

4'-7

"

4'-1

1 3/

4"

A2.53

A2.62BRICK VENEER,

TYP.

BRICK VENEER,TYP.

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

OMIT COLUMNAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

62'-0

" (ST

UD T

O S

TUD

)

1'-9

"

5'-3

"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 15- FIRST FLOOR PLAN1

_

A1.9

BUILDING 15FLOOR PLANS

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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 A1.26 FORDETAILED PLAN)

FL1

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.26 FORDETAILED PLAN)

FL1BRICK VENEER,TYP.

BRICKVENEER,TYP.

SPRINKLERRISER ROOM,BELOW

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOF

AS REQ'D.

OVERFRAMEROOFAS REQ'D.

12"

O.H

.

FL2

K VALLEY

VALLEY

RIDG

E

HIP

LINE OFPATIO

BELOW,TYP.

+/- 10:12 SL.

+/- 10:12 SL.

VALLEY

VALL

EY

HIP

HIP

6:12 SL6:12 SL

CRICKET ROOFAS REQ'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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 15- SECOND FLOOR PLAN1

_

A1.10

BUILDING 15FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 15- ROOF PLAN

2

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(SEE A1.22 FORDETAILED PLAN)

C C(SEE A1.24 FORDETAILED PLAN)

E E A2.72

A2.71

A2.73

A2.74

C C C CE E

202'-10" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

35'-6

" (ST

UD T

O S

TUD

)

SPRINKLERRISER ROOM

STREET SIDE

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)(SEE A1.24 FOR

DETAILED PLAN)(SEE A1.24 FORDETAILED PLAN)

(SEE A1.24 FORDETAILED PLAN)

4'-7"

2'-0

"6'

-7"

8'-0

"

6'-0

" TYP

.

6'-0

"

8'-0

"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

OMIT COLUMNAS REQ'D.

OMIT COLUMNAS REQ'D.

OMIT COLUMNAS REQ'D.

OMIT COLUMNAS REQ'D.

OMIT WINDOWAS REQ'D. TYP.

7'-0

" TYP

.

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 16- FIRST FLOOR PLAN

1

_

A1.11

BUILDING 16FLOOR PLANS

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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".

C CE E

C C C CE E

SPRINKLERRISER ROOM

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.22 FORDETAILED PLAN)

(SEE A1.24 FORDETAILED PLAN)

(SEE A1.24 FORDETAILED PLAN)

(SEE A1.24 FORDETAILED PLAN)

(SEE A1.24 FORDETAILED PLAN)

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

BRICK VENEERAT UNIT, SEE ELEVATIONS

6:12

SL

6:12

SL

C C

RIDGE

7:12 SL.TYPICAL

7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

EAV

E

EAV

E

6:12

SL

RIDGE

12"

O.H

.

E E

6:12

SL

EAV

E

EAV

E

12"O.H.

4:12

SL

4:12

SL

4:12

SL

4:12SLOPE

4:12SLOPE

12"O.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

12"O.H.

6:12

SL

6:12

SL

CC

RIDGE

7:12 SL.TYPICAL

7:12 SL.TYPICAL

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

12"O.H.

SPRINKLERRISER ROOM,BELOW

6:12 SLEAV

E

EAV

E

6:12

SL

RIDGE

EE

6:12

SL

EAV

E

EAV

E

12"O.H.

4:12

SL

4:12

SL

4:12

SL

4:12SLOPE

4:12SLOPE

12"O.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

6:12

SL

6:12

SL

C C

RIDGE

7:12 SL.TYPICAL

7:12 SL.TYPICAL

12"

O.H

.12

"O

.H.

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"O.H.

12"O.H.

PRE-MANUFACTUREDROOF TRUSS @ 24" O.C.

12"

O.H

.

12"

O.H

.

12"

O.H

.

12"

O.H

.

CONCRETE SLABBELOW, TYPICAL

VALLEY VALLEY

HIP HIP VALLEY VALLEY

HIP HIP

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 16- SECOND FLOOR PLAN

1

_

A1.12

BUILDING 16FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 16- ROOF PLAN

2

Page 17: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.24 FORDETAILED PLAN)

EA2.82

A2.81

A2.83

A2.84

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

158'-6 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

59'-8

" (ST

UD T

O S

TUD

)

(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

14'-1

0"

6'-4

"

8'-1

0"

(SEE A1.24 FORDETAILED PLAN)

ESPRINKLERRISER ROOM

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

STREET SIDE

18'-1

1 1/

2"6'

-7"

4'-7"

13'-4

"

8'-1

0"

6'-4

"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

6'-4

"

6'-4

"

OMITCOLUMN

AT UNIT

OMITCOLUMN

AT UNIT

OMITCOLUMNAT UNIT

OMITWINDOWAT UNIT

OMITWINDOWAT UNIT

OMITWINDOW

AT UNIT

OMITWINDOW

AT UNIT

OMITWINDOW

AT UNIT

OMITWINDOW

AT UNIT

OMITWINDOW

AT UNIT

OMITWINDOWAT UNIT

OMITWINDOWAT UNIT

OMITWINDOWAT UNIT

OMITWINDOWAT UNIT

OMITWINDOWAT UNIT

10'-5

1/2

"

37'-6

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

BRICK VENEERAT UNIT, SEE ELEVS.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 17- FIRST FLOOR PLAN

1

_

A1.13

BUILDING 17FLOOR PLANS

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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".

LAUNDRY ROOALLOW FOR MIN.

FOR WASHER (MGTW18OSC) A

(MODEL NO. GTX2FINISHED PLUMBINBACK OF APPLIA

ON SPECS PROCLAY HOUG

9/ 9/ 1

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.24 FORDETAILED PLAN)

E

(SEE A1.21 FORDETAILED PLAN)

A

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.24 FORDETAILED PLAN)

E

SPRINKLERRISER ROOM

BRICK VENEERAT UNIT, SEE ELEVS.

EAV

E

EAV

E

6:12

SL

RIDGE

12"

O.H

.

EE

6:12

SL

EAV

E

4:12

SL

4:12

SL

4:12

SL

4:12SLOPE

4:12SLOPE

12"O.H.

12"O.H.

RIDGE

6:12

SL

6:12

SL

12"

O.H

.

12"

O.H

.

K K12"

O.H.

RIDGE

6:12

SL

6:12

SL

12"

O.H

.

K K

6:12

SL

6:12

SL

A ARIDGE

12"

O.H

.

12"

O.H

.

6:12

SL

6:12

SL

ARIDGE

12"

O.H

.

12"O.H.

EAV

E

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.

CRICKETAT OPPOSINGVALLEY, V.I.F.

CRICKETAT OPPOSINGVALLEY, V.I.F.

CRICKETAT OPPOSINGVALLEY, V.I.F.

6:12 SL

7:12 SL.TYPICAL

7:12 SL.TYPICAL

7:12 SL.TYPICAL

CONCRETESLAB, BELOW

TYPICAL

PRE-MANUFACTUREDROOF TRUSS @24" O.C.

SPRINKLERRISER ROOM

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 17- SECOND FLOOR PLAN

1

_

A1.14

BUILDING 17FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 17- ROOF PLAN

1

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(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

AA2.92

A2.91

A2.9

3

A2.9

4

A3.31

A3.32

A3.33

(SEE A1.25 FORDETAILED PLAN)

K

87'-1 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

36'-0

" (ST

UD T

O S

TUD

)

3'-5

3/4

"

(SEE A1.21 FORDETAILED PLAN)

A

11'-6

"6'

-7"

4'-7"

SPRINKLERRISER ROOM

STREET SIDE

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

BRICK VENEER,TYP.

17'-1

1"

37'-6

" (O

UTSI

DE

OF

STUD

TO

OUT

SID

E O

F ST

UD)

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

BRICK VENEERAT UNIT, SEEELEVATIONS

35 3 4"

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 30- FIRST FLOOR PLAN1

_

A1.15

BUILDING 30FLOOR PLANS

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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 A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

A

A3.33

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.21 FORDETAILED PLAN)

ASPRINKLER

RISER ROOM

BRICK VENEERAT UNIT, SEEELEVATIONS

6:12

SL

6:12

SL

A ARIDGE

EAV

E

EAV

E

12"

O.H

.

12"

O.H

.

7:12 SL.TYPICAL

RIDGE

6:12

SL

6:12

SL

CRICKETAT OPPOSINGVALLEY, V.I.F.

12"

O.H

.12

"O

.H.

KK12"

O.H.12"

O.H.

A

CONCRETEPATIO BELOW, TYP.

SPRINKLERRISER ROOM,

BELOW

6:12 SL

12"O.H.

PRE-MANUFACTUREDROOF TRUSSES @ 24" O.C.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 30- SECOND FLOOR PLAN1

_

A1.16

BUILDING 30FLOOR PLANS

SCALE: 316" = 1'-0"

BUILDING 30- ROOF PLAN2

Page 21: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.21 FORDETAILED PLAN)

A(SEE A1.21 FORDETAILED PLAN)

AA2.10

2

A2.101

A2.103

A2.10

4

(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K

105'-9 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

44'-6

" (ST

UD T

O S

TUD

)

3'-5

3/4

"

SPRINKLERRISER ROOM

2'-4

1/4

"6'

-7"

4'-7"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP. GRADE-LEVEL

PORCH, TYP.

GRADE-LEVELPORCH, TYP.

STREET SIDE

BRICK VENEER ATUNIT, SEE ELEVATIONS

28'-6

3/4

"

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

OMIT WINDOWAT UNIT

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 41- FIRST FLOOR PLAN1

_

A1.17

BUILDING 41FLOOR PLANS

Page 22: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

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".

K AAK KK

SPRINKLERRISER ROOM

(SEE A1.25 FORDETAILED PLAN)

(SEE A1.25 FORDETAILED PLAN)

(SEE A1.25 FORDETAILED PLAN)

(SEE A1.25 FORDETAILED PLAN)

(SEE A1.21 FORDETAILED PLAN)

(SEE A1.21 FORDETAILED PLAN)

BRICK VENEER ATUNIT, SEE ELEVATIONS

6:12

SL

6:12

SL

A ARIDGE

EAV

E

EAV

E

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

12"

O.H

.

12"

O.H

.

+/- 7:12 SL.TYPICAL

RIDGE RIDGE

6:12

SL

6:12

SL

6:12

SL

6:12

SL

CRICKETAT OPPOSINGVALLEY, V.I.F.

EAV

E

12"

O.H

.

12"

O.H

.

12"

O.H

.12

"O

.H.

KK KK

SPRINKLERRISER ROOM,BELOW

6:12 SL

12"O.H.

12"O.H.

12"O.H.

12"O.H.

PRE-MANUFACTUREDROOF TRUSSES@ 24" O.C.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 41- SECOND FLOOR PLAN1

_

A1.18

BUILDING 41FLOOR PLANS

SCALE: 18" = 1'-0"BUILDING 41- ROOF PLAN

2

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FL1(HC)

(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27aFOR DETAILED

PLAN)

A2.112

A2.111

A2.121

A2.114

FL2(HC)

(SEE A1.26 FORDETAILED PLAN)

FL1

62'-0

" (ST

UD T

O S

TUD

)

94'-10" (OUTSIDE OF STUD TO OUTSIDE OF STUD)

4'-1

1 3/

4"

68'-5

1/2

" (ST

UD T

O S

TUD

)

(SEE A1.21 FORDETAILED PLAN)

A

4'-1

1 3/

4"

BRICK VENEER AT UNIT,SEE ELEVATIONS FORMORE INFORMATION

STREET SIDE A2.113

A2.122

2'-0" 6'-7"

4'-7

"

SPRINKLERRISER ROOM

BRICKVENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

2'-6

"2'

-6"

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 ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THESCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT DOCUMENTS, 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 WAS DISCOVERED ORCOULD 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 ANDRESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE A WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS ANDSHALL IN NO EVENT CAUSE OR ALLOW A 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, FLOODZONE 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 WITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENTSHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONSOF 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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 42- FIRST FLOOR PLAN1

_

A1.19

BUILDING 42FLOOR PLANS

Page 24: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

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 A1.26 FORDETAILED PLAN)

FL1

(SEE A1.26 FORDETAILED PLAN)

FL1(SEE A1.27 FORDETAILED PLAN)

FL2

(SEE A1.27 FORDETAILED PLAN)

FL2 (SEE A1.21 FORDETAILED PLAN)

ABRICK VENEER AT UNIT,SEE ELEVATIONS FORMORE INFORMATION

SPRINKLERRISER ROOM

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOFAS REQ'D.

OVERFRAMEROOF

AS REQ'D.

VALLEY

VALL

EY

HIP

FL2FL2

10:12 SLOPE

10:12 SLOPE

7:12 SL.TYPICAL

VALLEY

CONC. SLAB BELOW,TYPICAL

A

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 42- SECOND FLOOR PLAN1

_

A1.20

BUILDING 42FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 42- ROOF PLAN2

Page 25: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

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

B

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. MIN.

+/- 5

'-0" R

.O. M

IN.

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

" U.D

.

6'-8

" U.D

.4"

12"

+/- 6

'-8" U

.D.

+/- 6'-0" U.D.

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"

SEEDETAILA4.1

SEEDETAILA4.1

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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.

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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"

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"

A3.14

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

5

TYP

5 OR

1

TYP 2

2S & 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

A3.14

LINE OF AHUABOVE

HVACCHASE,

SEEMECH.

1'-4"INSIDEDIM.

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. MIN.

+/- 5

'-0" R

.O. M

IN.

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.

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 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

" U.D

.

6'-8

" U.D

.4"

12"

+/- 6

'-8" U

.D.

+/- 6'-0" U.D.

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

"

SEEDETAILA4.1

SEE DETAILA4.1

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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.

Page 27: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

LINE OF EAVEABOVE

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

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

5

3AOR3B

OR3C OR

4" STEPMIN.

3ASIM.

3ASIM.

4B

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

A3.21

A3.22

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. MIN.

+/- 5

'-0" R

.O. M

IN.

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 LATCHSET: 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

" U.D

.

4"12

"6'

-8" U

.D.

+/- 6

'-8" U

.D.

+/- 6'-0" U.D. 9'-0" U.D.

7'-0

" U.D

.

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

A4.1

SEE DETAILA4.1

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

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

1

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/ 16A3.2

1A3.2

2

LINE OF AHUABOVE

1'-4

"IN

SID

ED

IM.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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.

Page 28: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

LINE OF EAVEABOVE

RAISED BAR

DWBELOW

RANGE

REFRIG.

KITCHEN

DININGROOM

LIVING ROOM

FOYER

STORAGE

PDR

PAN.

CL.

13'-1

0 3/

4"8'

-10

1/2"

6'-1

1"11

'-3 1

/4"

37'-6

"

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

13'-9 1/4" 3'-7 1/2"

4'-4

"11

'-9 1

/2"

7'-5

3/4

"13

'-10

3/4"

44'-6

"

2'-4 1/2"

3'-0" 7'-0 1/2" 3'-8 3/4"

2'-4

1/2

"

UP

15 T

, 16R

ELEC.PANEL

8'-0

"

8'-0"

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

CONC.PATIO

17'-10 1/4"

7'-0

"

LINE OFSLOPEDCEILINGABOVE

3'-5

1/2

"

4'-3

1/4

"7'

-0"

CL CL

CLCL

7'-4

1/2

"22

'-3 3

/4"

3'-6

1/2

"

OPTIONAL:WINDOW AT

END WALLOF BLDG. ONLY

7'-1

"

LET BEAMINTO WALL

ABOVE

SINK

7'-1 1/4"

5 1 2"

COV'D.PORCH 4'

-0" T

OC

ON

C.

13

12

15

17

2'-8"

B

B

10

11

14

16

6" X 6"PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

HW

SHEL

F&

RO

D-

66"

FLOORDRAIN

3A

6

6

5

4A

2

1

D

ABOVE

FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS

5

SLO

PE T

OD

RAIN

4" STEPMIN.

BRICK LINTELABOVE BYENGINEER

+/- 3

'-5"

1'-8

1/2

"3'-4"

POST ASREQ'.D FORBEAMABOVESEE STRUCT.

3'-4"

6'-2 1/4"

CL

36"MAX.

A3.31

A3.32

A3.33

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. MIN.

+/- 5

'-0" R

.O. M

IN.

B

4'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

FOYERKITCHEN

POWDER ROOMLIVING ROOMDINING ROOM

HW 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

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

LINEN CLOSET CARPET GWB GWBPTD PTD

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

11121314151617 1 38" 6'-0" 6'-8"C

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

4

METAL

ALUMINIUM/VINYL TEMPERED GLASS

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

INSULATED METAL METAL

F3'-0" 6'-8"1 34"

15

GLASS/ALUMINIUM/VINYL

62" 9'-0" 7'-0"D

METAL/WOODE

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

1 1 38" 4'-0" 6'-8" 723456789

10

TYPE

A

WOOD1 38" 3'-6" 6'-8" 7A

1 38" 2'-0" 6'-8" 2WOODB1 38" 2'-6" 6'-8" 7WOODB

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

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

WOOD1 38" 2'-0" 6'-8" 7FHC WOOD/COMP B4'-6" 6'-8" 7WOODA 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

WOODWOOD

ALUMINIUM/GLASS

METAL

FHC WOOD/COMPFHC WOOD/COMP

WOODWOOD

WOOD1 38" 2'-0" 6'-8" 7BFHC WOOD/COMPEXTERIOR GARAGE DOOR

20 MINUTE RATED DOOR/FRAMEEXTERIOR SWING W/ TRANSOM ABOVE

INTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

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

INTERIOR 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 LATCHSET: 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

" U.D

.

4"12

"6'

-8" U

.D.

+/- 6

'-8" U

.D.

+/- 6'-0" U.D. 9'-0" U.D.

7'-0

" U.D

.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP

BATH #1BATH #2

LIGHTMIRROR

36"42"

36"42"

37" W/ 6" BANJO 3 LAMP- 24"43" 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.

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

3'-6

"5'

-6"

9'-0

"

SEE DETAILA4.1

3'-6

"

SEEDETAIL

A4.1

9'-0

"

DRYER

ATTIC ACCESS22 14" X 32"

BEDROOM #1

BEDROOM #2 BATH#2

SHEL

F &

ROD

- 66"

CL.

CL.

BATH#1

2" X 6"WALL

9

8

6

4

53

7

1

2

A3'-10 3/4"10'-0"

37'-6

"

AA

3'-6 3/4"5'-9 1/2"

13'-2

1/4

"15

'-1 3

/4"

9'-2

"

6'-1

0 3/

4"6'

-3 1

/2"

5'-6

"5'

-9 1

/2"

13'-0

1/4

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

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

6'-11"

DN

+/- 1

1'-1

" STA

IR R

OUG

H O

PEN

ING

LA.

S &

R- 8

4" &

42"

CL CL

CLCL

3'-11 1/2"

WINDOW ATHIP ROOF ONLY

WIC

SHELF & ROD- 66"

8'-6"

13'-9 1/4"

WASH

LIN. 2'-3

1/2

"10

'-10

3/4"

4:12

SL.

LINE OF WALLBELOW

6:12 SLOPE

A

B

OPTIONAL:WINDOW ATEND WALLOF BLDG.ONLY

2'-0

1/2

"

3'-8 1/2"

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

TUB/SHOWER42" X 60"

TUB/ SHOWER30" X 60"

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

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

2

1

2

1

1

1

1

4'-1

3/4

"

5'-10 1/2"11'-6 1/4"

A3.31

A3.32

3'-7"

+/- 4

'-0 3

/4"

A3.33

ALIGN EAVES, SEE SECTIONADJUST O.H. AT GARAGEAS REQUIRED.

LINE OF AHUABOVE

1'-4

"IN

SID

ED

IM.

SET HEAD HEIGHT OFWINDOWS AT 7'-0" A.F.F.,

SEE EXT. ELEVATIONS

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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

1A1.25

UNIT KBUILDING

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.

Page 29: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

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"

3'-9

1/2

"

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"

MIN

.C

LR.

18"

MIN

.

1'-5 1/2"

36"M

IN.

A

4'-1

1/2

"

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

20'-4

3/4

"

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

CANT. ABOVE

+/- 6'-0 1/2"

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

+/- 3'-0" R.O. MIN.

+/- 5

'-0" R

.O. M

IN.

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

" U.D

.

6'-8

" U.D

.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 PATIO DOOR LOCK SET:

NON-KEYED LATCH LOCKSET, LEVER HANDLE,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 DETAILA4.1

SEEDETAIL

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"VINYL

RAILING

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"

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"

20'-1

1/2

"

6"

12'-0

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

5 5

+/-6'-0 1/2"

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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.

Page 30: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

COVEREDPATIO

ENTRY

LAUND.

DININGROOM

BATH#1

CLOSETBEDROOM #1

KITCH.

STORAGE

LIVING ROOM

RAIS

ED B

AR

CL.

1

A

2

A

A

6

3

9

4

7

8

ENTRY

HW

3'-6

"

16 T, 17RUP

S & R - 66"

2 SH

ELV

ES54

" & 6

6"

A

S & R - 66"

VINYLRAILING

S & R - 66"

ELEC. PANEL(2"X6" WALL)

4A

4A

6

TYP

5

TYP

5

TYP

6

TYP

1

TYP

2

DABOVE

FLOORDRAIN

1

1

SEEENLARGEDPLAN FOR

ADACLEARANCES

18"MIN.CLR.

12'-0 1/2" 8'-5 1/2"

12'-3

"

8'-5

1/4

"7'

-2 1

/2"

3'-1

"

8'-0

"

+/- 5'-7" 2'-7 3/4"

+/-20"

6'-6 1/2"

4'-8

1/2

"10

'-8 1

/2"

5'-4

1/4

"

A

4'-2"(40" MIN.)

CL

CL

6" X6" PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

18'-2 3/4"

8'-9

3/4

" TO

PRH

T W

ALL

3'-8

3/4

"

12'-6

1/2

"

8'-0

"

54'-1

1/2

"

6"

A

CL

4A

5

3A 3B 3C 3DOR OR OR

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

+/- 3'-0"R.O. MIN.

+/- 5

'-0" R

.O. M

IN.

A

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

5'-0

" R.O

.

NOTES:

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

LIVING ROOMDINING ROOMCOAT CLOSET

BEDROOMBATHROOM

CLOSETSLAUNDRY

VINYL

CARPETVINYL

VINYLCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

MR GWB OR BACKER

FINISH

PTDPTD

PTDPTD

PTD

PTD

PTD

PTDPTD

FINISH

PTDPTD

PTDPTD

PTD

PTD

PTD

PTDPTD

CARPET

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

INTERIOR DOUBLESWING DOORRAISED PANEL

EXTERIOR INSULATEDSWING DOORW/ TRANSOM

DOOR TYPE: EDOOR TYPE: A

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: B

8'-0

" U.D

.

6'-8

" U.D

.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)

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 PATIO DOOR LOCK SET:

NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP

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

EXTERIORINSULATEDOUTSWING DOOR

DOOR TYPE: DDOOR TYPE: C

EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING

ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE

BATHROOM 42" 42" 43" 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.

OPEN 3'-6

"

2'-1

0"

3'-0

"

OPEN

1'-6

"3'

-6"

12"

30"CLEARMIN.

4 EQUAL

2'-1

0"

4 EQUAL

30"CLEAR MIN.

ADJUSTABLEOPENSHELVING ONSTANDARDS

ADA(LOW)WORKSURFACE

3'-0

"

OPEN

30" CLR.MIN. FOR

SINK

PROVIDE ADACLEARANCESAND INSULATEWASTE AND HW LINES

ALTERNATE MICROWAVELOCATION, PROVIDE

POWER AT TIME OF CONST.

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAME HARDWARE NOTES

TYPE

12

6'-8"1 38"

6'-8"

GLASS/ALUM/VINYL ALUM/VINYL

B 1 38" 4

3456789

B 6'-8"1 38" 3

6

6'-8"1 38" 4

FHC WOOD/COMP

WOOD4'-0"AFHC WOOD/COMP

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

E 6'-8"1 38"

FHC WOOD/COMP WOODWOOD

METAL METAL

3'-0"

HINGES TO ALLOW DOOR SWING =/> 90°

1GLASS/ALUM/VINYL ALUM/VINYL W/TRANSOM, ADA THRESH.E 3'-0"

GLASS/ALUM/VINYL ALUM/VINYLC TEMPERED GLASS, ADA THRESHOLD5

HINGES TO ALLOW DOOR SWING =/> 90°

3'-0"3'-0"

B 6'-8"1 38" 2FHC WOOD/COMP WOOD3'-0"

B 6'-8"1 38" 4FHC WOOD/COMP WOOD2'-10"

1 W/TRANSOM, ADA THRESH.

3'-0"

SINK

DWBELOW

WASH

DRYER

RANGE/OVEN BELOW

REFRIG.

FS-230" X 48"

PARALLELAPPROACH

RANGE

FS-160" DIAMETERCLEAR FLOOR

SPACE INCLUDINGCLEARANCE UNDER

ROD/SHELVES

FS-430" X48" MIN.

LAV.12"

MIN

.C

LR.

IN-WALLREINFORCEMENTREQUIRED FORFUTURE SIDE WALLGRABBARS,SEE 1/A1.30 FORADDITIONALINFORMATION

FS-230" X 60"

PARALLELAPPROACH

FS-160" DIA.CLEARFLOORSPACE FS-3

60" X56" MIN.TOILET

42" WIDEWALL (30" MINCLEAR HUNGVANITYW/12"DRAWERS @WALL SIDE ,BLOCK AS REQ'D.

18" M

IN.

TO E

DG

EO

F LA

V.

FS-566" X60"LAV/WCOVERLAP

EXCEPTION

FS-330" X48" PARALLEL

FS-130" X48" PARALLEL

FS-2T-SHAPED

TURN AROUND

FS-460" X 48" LATCH

APPROACH

40" C

LR. M

IN.

4'-2" (40" CLR MIN.)

FS-530" X 48" PARALLEL

APPROACHREFRIG/FREEZER

(OFFSET 24")

FS-130" X 48" FRONT

APPROACHWORKSURF./OVEN

34" HIGH COUNTERAT WORKSURFACE,CONT. TO RANGEWITH ADJUSTABLESTORAGE SHELVESABOVE

FS-4T-SHAPED

TURN AROUND(DOES NOT

INCLUDEAREA UNDER

WORKSURFACE)

FS-4T-SHAPED

TURN AROUND

FS-330" X 48" FRONT

APPROACHSINK/ ADJ. SIDEAPPROACH DW

16" -

18"

MIN

.TO

WC

HW

A1.26a3

A1.26a3

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

CO

NTR

OL

END

WA

LL HEA

DEN

D W

ALL

34" HIGH COUNTERAT SINK, 36" WIDE

OR REDUCEDHEIGHT COUNTER

W/ ADA DISHWASHER

SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS

18" MIN.CLR.

FS-560" X 48" LATCH

APPROACH

+/- 8

'-9 3

/4"

+/- 8'-11"

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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

1A1.26a

UNIT FL-1 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 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.

Page 31: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

ENTRYUP 16 T, 17R

TUB/SHOWER42" X 60"

BEDROOM #1

BATH#1

CL.

CL.

BEDROOM#2

COVEREDPATIO/

SUNROOMDININGROOM

LIVINGROOM

LAUND.

KITCH.(SEE 2NDFLOOR

FOR DIMS)

RAIS

ED B

AR

HVACRETURN

SIN

K

DW

BELO

W

SHELVESW/CABBELOW

BATH#2

CLOSET

TUB/SHOWER42" X 60"

1

2

3

9

4

5

8

67

11

A

A

WA

SHD

RYER

RANGE

REFRIG.

HW

WC

WC

5'-9

"

5'-5

1/2

"6'

-3"

21'-9

"

3'-9

1/2

"

9'-0

"

1'-6

"7'

-6"

6'-3

"

32'-9

"10

'-10

1/4"

11'-3"

5'-1

0 3/

4"4'

-11

1/2"

5'-3

"12

'-2 1

/2"

16'-2 1/2" 6'-9 1/4"

CL

3'-9

"

11'-8

1/2

"

5'-0

1/2

"

20'-1

1/2

"

2'-6

"

3'-3

3/4

"

9'-3

" KN

EE W

ALL

TO K

NEE

WA

LL3'

-3 3

/4"

2'-3

"

8'-1

1 2"

7'-0

1/2

"18

'-1 1

/2"

11'-7

1/2

"4'

-9 3

/4"

14'-4 1/2"

8'-4 1/2"

2'-4 1/2"

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

2'-8 3/4"

8'-10 3/4"

5'-1 1/4"

CL

S &

R -

66"

S & R - 42" & 84"

S &

R -

42" &

84"

S &

R -

66"

S & R - 66"

2 SH

ELV

ES 5

4" &

66"

10

2'-0

"

5'-6" 13'-3 5/8" 5'-6" 8'-11 1/8"

2'-0

"2'

-5 3

/4"

6"

ELEC. PANEL(FURR-OUTEXTERIORWALL ASREQ.D)

A3.24

A3.23

4A

6

TYP

5TYP

5

TYP

5

TYP

1

TYP

1D

ABOVE

1

1

1

1

18"MIN.CLR.

36" C

LRM

IN.

36" C

LRM

IN.

40" MINCLEAR

18"

MIN

.

36"M

IN.

4B

ENTRY

LINE OF ENLARGED CLOSETABOVE, FIELD FRAME NEWFLOOR W/ 2" X 8" AT 16" O.C. TOMAINTAIN 80" CLEAR HEADHGT., V.I.F.

+/- 8'-11"

A

A

6" X6"PT POST 6" X6"

PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D2" X 6" PRHT

WALL, SEEDETAIL 17/A4.1

2" X 4" PRHTWALL, SEE

DETAIL16/A4.1

PANTRYCABINET

6"

6"

18"MIN.

1

TYP

41'-7

1/4

"

CLCL

34'-2 3/4"

CL

CL

4'-6

"

4A36"

MIN

. CLR

.

9'-9"1'-6"

3A 3B 3C 3DOR OR OR

9'-8

1/2

"

VINYLRAILING

A

CL

2'-3

"

4A

6"

FD(SEE ENG.DWGS)

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

+/- 3'-0"R.O. MIN.

+/- 5

'-0" R

.O. M

IN.

A

SINGLE HUNG WINDOW(EGRESS W/OPENING LIMITINGDEVICE APPROVED FOREMERGENCY ESCAPE)

B

4'-1

1 1 2"

U.D

.

2'-11 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

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

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAME HARDWARE NOTES

TYPE

12 6'-8"1 38"

2'-10" 6'-8"

GLASS/ALUM/VINYL ALUM/VINYL

A 1 38" 43FHC WOOD/COMP WOOD

3456789

10

11

6'-8"1 38" 2

32

GLASS/ALUM/VINYL ALUM/VINYLB

6'-8"1 38"

3'-0" TEMPERED GLASS, ADA THRESHOLD

6'-8"1 38" 2

FHC WOOD/COMP

WOOD

2'-10" 6'-8"1 38"

FHC WOOD/COMP

WOOD2'-10" 6'-8"1 38"FHC WOOD/COMP WOOD

6'-8"1 38"

6'-8"1 38"

6'-8"

C

1 38"

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

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

2'-0"

WOOD5

3'-0" 1

FHC WOOD/COMP

12

6'-8"1 38"

13

6'-8"1 38"

14

6'-8"1 38" 4WOODFHC WOOD/COMP 2'-0"

FHC WOOD/COMP WOOD 4

FHC WOOD/COMP 4WOODFHC WOOD/COMP WOOD 4

3'-0" ALUM/VINYL W/ TRANSOM. ABOVE ADA THRESH.1

AA

A

AA

AA

AA

A

2'-10"3'-0"

2'-0"2'-0"

15

161718192021

W/ TRANSOM. ABOVE ADA THRESH.

42'-10" 6'-8"FHC WOOD/COMP WOODA 1 38"

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

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

GLASS/ALUM/VINYL C

6'-8"1 38" 3WOODFHC WOOD/COMP 2'-10"A6'-8" 2WOODFHC WOOD/COMP 2'-0"A 1 38"

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

6'-8"1 38" 3WOODFHC WOOD/COMP 2'-10"A

6'-8"1 38"FHC WOOD/COMP WOOD 4A 3'-0"6'-8"1 38"FHC WOOD/COMP WOOD 4A 2'-0"

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

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

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

INTERIOR SINGLE SWING DOOR

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 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)

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR INSULATEDSWING DOOR W/ TRANSOM

8'-0

" U.D

.

6'-8

" U.D

.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 PATIO DOOR LOCK SET:

NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP

EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING

ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE

48" 48" 49" W/6" BANJO 5 LAMP- 36"BATH #1

48" 48" 49" W/6" BANJO 5 LAMP- 36"BATH #2

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.

SECOND FLOOR LAYOUT

3'-6

"

OPENSEE DETAIL

A4.1

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

DN

BEDROOM#1

BATH #1

CL.

BEDROOM #2

DININGROOM

LIVINGROOM

LAUN.

KITCH.

HVACRETURN

PAN.

SHELVESW/CABBELOW

BATH#2

CLOSET

TUB/SHOWER42" X 60"

CL.

12

13

14

19

20

15

16

21

1718

A

A

WA

SHD

RYER

RANGE

REFRIG.

HWWC

WC

12'-2

1/2

"

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

2'-9"

5'-11 1/4"

7'-0

1/2

"

3'-9

"

S &

R -

66"

S & R - 42" & 84"

S &

R -

42" &

84"

S &

R -

66"

S & R - 66"

S &

R -

66"

4 SH

ELV

ES36

",48"

,60"

,72"

ATTICACCESS

(20 MIN.)

3'-9

1/2

"

COVEREDPATIO/

SUNROOM

3'-1

3/4

"

2 SH

ELV

ES54

" & 6

6"

4'-6

"3'

-1 3

/4"

2'-3

"

1'-5 1/2"

BB

11'-3" 15'-0 5/8" 7'-11 1/8"

CL

ELEC. PANEL(2"X6" WALL)

LINE OFCLG.

BREAKABOVE

LINE OF CATHEDRALCEILING BREAK ABOVE

A3.24

A3.23

5TYP

56TYP

TYP

5

TYP

1

TYP

2

FD

13'-3

1/2

"7'

-9 1

/2"

5'-1

3/4

"3'

-6"

5'-1

1/2

"6'

-9"

16'-2 1/2" 6'-9 1/4"

6'-6 1/2"

11'-3" 14'-6 1/2"

10'-9 1/4"6'-6"

11'-8

1/2

"

5'-9

"20

'-1 1

/2"

TUB/SHOWER42" X 60"

2

+/- 4'-0" ENLARGED CLOSETOVER STAIRS

A

A

RAIS

ED B

AR

DW

BELO

W

2" X 6" PRHTWALL, SEE

DETAIL 17/A4.1

2" X 4" PRHTWALL, SEE

DETAIL 16/A4.1

3'-6"

9'-7

"

+/- 3'-7 12"

2'-5 1/2"

CL34'-2 3/4"

10'-1

0 1/

4"

11'-3"

6'-3

"9'

-3"

6'-3

"

6"

6"

1'-6

"7'

-6"

CL

21'-9

"9'

-0"

30'-9

"

41'-7

1/4

"

CL

1

1

TYP

3AOR3B

OR3COR3D

CEILINGBREAK

16'-2 1/2"

3'-9

1/2

"

9'-6

1/2

"

9'-9"1'-6"

3A 3B 3C 3DOR OR OR

VINYLRAILING

5'-3

"3'

-9"

A

CL

CUT TRIM

8'-2 1/2"

6"

1

EMERGENCY ESCAPE)

NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILETESTS. WINDOW MANUFACTURER TO 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 MUSTBE PROTECTED WITH GUARDS OR FIXED 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 EMERGENCYESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

FIRST FLOOR/ TYPE B LAYOUT

3'-6

"

OPENSEE DETAIL

A4.1

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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

1A1.27

UNIT FL2BUILDING

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.

Page 32: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

ENTRYUP 16 T, 17R

BEDROOM#1

BATH #1CL.

CL.

BEDROOM #2

COVEREDPATIO/

SUNROOM

DININGROOM

LIVINGROOM

LAUNDRY

KITCHEN

HVACRETURN

SHELVESW/CABBELOW

CLOSET1

3

2

8

5

9

10

11

A

A

WA

SHD

RYER

WC

WC

S &

R -

66"

S & R - 42" & 84"

S &

R -

66"

2 SH

ELV

ES54

" & 6

6"

BATH #2

HW

S & R - 66"

S &

R -

66"

ELEC. PANEL(2"X6" WALL)

4A

3A

TYP

5 6

TYP TYP

5TYP

5

TYP

1

TYP

2

D

ABOVE

FLOORDRAIN

1

4A

1

SEEENLARGEDPLAN FORADACLEARANCES

1

18"MIN.CLR.

14'-6" 8'-5 3/4"

6'-9

"18

'-5"

7'-9

1/2

"

+/- 8'-11"

11'-3" 14'-5 3/4"

4'-8

"11

'-6 1

/2"

18'-3

"

12'-6

"5'

-5 1

/2"

2'-1

"

3'-9

1/2

"

5'-7" 2'-8"

2'-9

1/2

"6'

-0"

TUB/SHOWER42" X 60"

4B

LINE OF ENLARGED CLOSET ABOVE, FIELDFRAME NEW FLOOR W/ 2" X 8" AT 16" O.C.TO MAINTAIN 80" CLEAR HEAD HGT., V.I.F.

4A

+/- 8'-11"

A

A

6" X6" PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

RAIS

ED B

AR

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

2" X 4" PRHTWALL, SEE

DETAIL 16/A4.1

10'-1

0 1/

4"

11'-3"

CL

5'-5

1/2

"6'

-3"

21'-9

"

3'-9

1/2

"

9'-0

"

1'-6

"7'

-6"

6'-3

"

2'-0

"

CL

32'-9

"

34'-2 3/4" CL

67

9'-9"1'-6"

3A 3B 3C 3DOR OR OR

ENTRY

VINYLRAILING

4

5'-3

"3'

-9"

A

CL

8'-3 1/4"

4A

6"6"

6"

1

TYP

6" X6" POST

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

+/- 3'-0"R.O. MIN.

+/- 5

'-0" R

.O. M

IN.

A

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

NOTES:

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

11

6'-8"1 38"6'-8"A 1 38" 4

FHC WOOD/COMP WOOD6'-8"1 38" 3

32

GLASS/ALUM/VINYL ALUM/VINYLB TEMPERED GLASS, ADA THRESHOLDFHC WOOD/COMP

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

6'-8"1 38"

6'-8"1 38"

C

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

FHC WOOD/COMP WOOD

WOOD5

3'-0" 1

FHC WOOD/COMP

6'-8"1 38"6'-8"1 38"

FHC WOOD/COMP WOOD 4

3'-0" W/ TRANSOM. ABOVE ADA THRESH.1

AA

AA

AA 2'-10"

W/ TRANSOM. ABOVE ADA THRESH.

46'-8"FHC WOOD/COMP WOODA 1 38"

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

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

C

INTERIOR SINGLE SWING DOOR3'-0"3'-0"

3'-0"3'-0"

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

2

METALMETAL

ALUM/GLASSALUM/GLASS

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 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)

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR INSULATEDSWING DOOR W/ TRANSOM

8'-0

" U.D

.

6'-8

" U.D

.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 PATIO DOOR LOCK SET:

NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP

EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING

ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE

48" 48" 49" W/6" BANJO 5 LAMP- 36"BATH #1

36" 36" 37"BATH #2

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 LAMP- 24"

3'-0

"1'

-6"

3'-6

"1'

-0"

2'-1

0"

4 EQUAL

ADA HEIGHTWORKSURFACE

BLIND CORNERLOWER CABINET

BLIND CORNERUPPER CABINET

ADJUSTABLEOPEN SHELVES

OPEN

2'-1

0"

ADA (LOW) WORKSURFACE

2 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.

2 EQUAL

2'-1

0"

36" CLR.MIN. FOR

SINK/TURNINGRADIUS

3'-0

"

3'-6

"

OPEN PROVIDE ADACLEARANCES ANDINSULATE WASTE ANDHW LINES

OPEN

SINK

DWBELOW

RANGEOVEN BELOW

FS-430" X48" MIN.

LAV.

FS-230" X 60"

PARALLELAPPROACH

FS-160" DIA.CLEARFLOORSPACE

FS-360" X56" MIN.

TOILET

36" WIDE WALLHUNG VANITY,BLOCK AS REQ'D.

16" -

18"

MIN

.

FS-566" X60"LAV/WCOVERLAP

EXCEPTION

FS-160" DIA.CLEARFLOORSPACE

FS-230" X48"

PARALLEL

FS-130" X48"

PARALLEL

FS-4T-SHAPED

TURNAROUND

FS-130" X 48"FRONT

APPROACHWORKSURF./OVEN

ADJ. STORAGESHELVES ABOVE

FS-230" X 48"

PARALLELAPPROACH

RANGE

FS-4T-SHAPED

TURN AROUND

18" M

IN.

FS-530" X 48"

PARALLELAPPROACH

REFRIG/FREEZER(OFFSET 24")

40" C

LR. M

IN.

36" M

IN C

LEA

R O

PEN

FOR

WO

RKSU

RFA

CE

AN

D T

TUR

NA

ROUN

D

40" M

IN. C

LEA

R

REFRIG.

FS-330" X 48"

FRONT APPROACHSINK/ ADJ. SIDEAPPROACH DW

34" HIGH COUNTERAT WORKSURFACE,CONT. TO RANGE

HW

FS-460" X 48LATCH

APPROACH

12"

MIN

.C

LR.

A1.27a3

A1.27a3

A1.26a3

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/A1.30 FORADDITIONALINFORMATION

SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS

FS-360" DIA.CLEARFLOORSPACE

18" MIN.CLR.

3'-5 1/2"(40" MIN. CLR.)

+/- 8

'-9 1

/2" P

RHT

WA

LL T

O P

RHT

WA

LL3'

-6 1

/2"

3'-6

1/2

"

+/- 8'-3 1/4"

40" CLR. MIN.

11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

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

1A1.27a

UNIT FL2 - ADABUILDING

PLANS

SCALE: 14" = 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 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.

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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

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

A1.30

ACESSIBLETYPICALDETAILS

FAIR HOUSING ACT DETAILS1 NOT TO SCALE

APPLIANCE ACCESSIBILITY REQUIREMENTS FOR TYPE A UNIT2 NOT TO SCALE

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PDR

CL.

KITCHEN

CONC.PATIO

LIVINGROOM

DININGROOM

PAN.

ENTRY

LA.

BATH#2

BATH#1

CL.

CL.

CL.

BEDROOM #1

BEDROOM#2

CL.

LIN.

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.

CL.

KITCHEN

DININGROOM

LIVING ROOM

FOYER

STORAGE

PDR

PAN.

CL.

CONC.PATIO

COV'D.PORCH

LIVINGROOM

FOYER

GARAGE

PDR

CL.

COVEREDPORCH

CONC.PATIO

PAN.

KITCHENBREAKFAST

LIN.

BEDROOM #1

BEDROOM #2

CL.

CL.

BATH#2

CL.

CL.

BATH#1

LA

ENTRY

BEDROOM #1

BATH#1

CL.

CL.

BEDROOM#2

COVEREDPATIO/

SUNROOMDININGROOM

LIVINGROOM

LAUND.

KITCH.(SEE 2NDFLOOR

FOR DIMS)

BATH#2

CLOSET

ENTRY

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

ENTRY

BEDROOM#1

BATH #1CL.

CL.

BEDROOM #2

COVEREDPATIO/

SUNROOM

DININGROOM

LIVINGROOM

LAUNDRY

KITCHEN

CLOSET

BATH #2

ENTRY

BEDROOM#1

BATH #1

CL.

BEDROOM #2

DININGROOM

LIVINGROOM

LAUN.

KITCH.

PAN.

BATH#2

CLOSET

CL.

COVEREDPATIO/

SUNROOM

BEDROOM #1

BEDROOM #2 BATH#2

CL.

CL.

BATH#1

LA.WIC

LIN.

COVEREDPATIO

ENTRY

LAUND.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

A1.31

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 C - FIRST FLOOR PLAN

3SCALE: 18" = 1'-0"

UNIT C - SECOND FLOOR PLAN4

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

5SCALE: 18" = 1'-0"

UNIT K - SECOND FLOOR PLAN6

SCALE: 18" = 1'-0"

UNIT E - FIRST FLOOR PLAN7

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

8SCALE: 18" = 1'-0"

UNIT FL2 - FIRST FLOOR PLAN12

SCALE: 18" = 1'-0"

UNIT FL1 - FIRST FLOOR PLAN9

UNIT FL1 - SECOND FLOOR PLAN10

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

UNIT FL2 ADA - FIRST FLOOR PLAN14

SCALE: 18" = 1'-0"UNIT FL2 - SECOND FLOOR PLAN

13SCALE: 18" = 1'-0"

UNIT FL1 ADA - FIRST FLOOR PLAN11

SCALE: 18" = 1'-0"

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A1.325

A1.322

7 7 8

34'-4"

11'-0 5/8" (EQUAL) 11'-0 5/8" (EQUAL) 11'-0 5/8" (EQUAL)

2'-0" 8'-0" 3'-2" 8'-0" 3'-2" 8'-0" 2'-0"

1

A1.326

8

8

8

A1.322

1 1

SIM. OPP.

+/- 2

0'-8

"

ELECTRICALPANEL, V.I.F.

3 1/2" 3 1/2"

STORAGEBAY 1

STORAGEBAY 2

STORAGEBAY 3

DOOR SCHEDULE

TAG TYPE THICKNESS MATERIAL FINISH

DOOR

WIDTH HEIGHT MATERIAL FINISH THRES/SILL

FRAMEHARDWARE NOTES

1 A APTDFACTORY FINISH

HARDWARE SETS:HARDWARE SET A: GARAGE DOOR OPERATING HARDWARE INCLUDING METAL OVERHEAD TRACK.

NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZE AND 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 TO PURCHASING

2" 8'-0" 7'-0" WOODSTEEL GARAGE DOOR

+/- 7

'-0" M

ATC

H EX

ISTIN

G

+/- 8'-0"

A

GARAGE DOORNON-INSULATED METAL, DP RATING PER LOCALBUILDING CODE, 8 PANELED

N/A

ASPHALT SHINGLES

HORIZONTALVINYL SIDING

ELECTRICALPANEL

6

12

FALSE 24" DIA.LOUVER

+/- 20'-8"12"O.H.

12"O.H.

+/- 5

'-9 1

/4"

6

12 PREFABRICATEDTRUSSED ROOFSYSTEM BYMANUFACTURERAT 24" O.C. MIN.

8'-1

1/2

"

APROX. GRADE @ DOOR+/- 0'-0"

PEAK OF ROOF+/- 14'- 1 34"

TOP PLATE+/- 8'- 4 12"

ROOF RIDGE, SEE STRUCT.

TYPICAL EAVE,SEE STRUCT.

SLAB FOOTING,SEE STRUCT.

PLUMBING FIXTURE REQUIREMENTS

ALLOWABLE AREA

ALLOWABLE BUILDING HEIGHT- 40 FEET (PER TABLE 504.3)ALLOWABLE NUMBER OF STORIES- 1 STORY (PER TABLE 504.4)ACTUAL BUILDING HEIGHTS- +/- 14'-2"- BUILDING COMPLIESACTUAL BUILDING STORIES- 1 STORY- BUILDING COMPLIES

ALLOWABLE HEIGHT

FIRE SEPARATION DISTANCE 10 FEET MIN. BETWEEN BUILDINGS SEE CIVIL DRAWINGS ACTUAL DISTANCE BETWEEN BUILDINGS EXCEEDS 20'/2= 10' MINIMUM. BEARING WALLS- EXTERIOR 0 HR REQUIREDNON-BEARING WALLS- EXTERIOR 0 HR REQUIREDBEARING WALLS- INTERIOR 0 HR REQUIREDNON-BEARING WALLS- INTERIOR 0 HR REQUIRED

FIRE PROTECTIONREQUIREMENTS

EMERGENCY LIGHTING NOT REQUIREDEXIT SIGNS NOT REQUIREDFIRE ALARM NOT REQUIRED

LIFE SAFETY SYSTEMREQUIREMENTS

PRIMARY OCCUPANCY - STORAGE (S-1)- UNHEATED AND UNCOOLEDDESCRIPTION AND USE- PRIVATE STORAGEALLOWABLE AREA- 9,000 SF PER STORY(PER TABLE 503)ACTUAL BUILDING AREA- 710 SF- BUILDING COMPLIES

CONSTRUCTION TYPE- V-BSPRINKLERS- NOSTANDPIPES- NOFIRE DISTRICT- NOMEZZANINE- NOBUILDING AREA- 710 SF

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

EDITION OF CODE

BUILDING DATA

SPRINKLERS THE BUILDING IS UNSPRINKLERED.

NOT REQUIRED FOR UNHEATED AND UNCOOLED STORAGE BUILDING

PROJECT SUMMARY SCOPE OF WORK: PRIVATE STORAGE UNITS FOR RENTERS WITHIN THEDEVELOPMENT STORAGE BUILDING IS TO BE S-1 USE.

NUMBER ANDARRANGEMENTOF EXITS

EXIT REQUIREMENTS MIN. NUMBER OF EXITSREQUIRED SHOWN

FLOOR, ROOM OR SPACEDESIGNATION

COMMON PATH OF TRAVELALLOWABLE ACTUAL

11STORAGE BAY 2

75' 21'-2"

EXIT/EXIT ACCESS

FLOOR, ROOM ORSPACE DESIGNATION

(a)AREA

(b)AREA/OC. OCCUPANTS

500 G 1.4 (2 OCCUPANTS)STORAGE BUILDING 710

SMOKE DETECTION SYSTEMS NOT REQUIREDPANIC HARDWARE NOT REQUIREDEGRESS WINDOWS NOT REQUIRED

1

STORAGE BAY 1

STORAGE BAY 375'75'

111

21'-2"21'-2"

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 14" = 1'-0"FLOOR PLAN SIDE ELEVATION, TYPICAL

SCALE: 14" = 1'-0"21

_

A1.32

GARAGEARCHITECTURAL

PLANS

DOOR SCHEDULE & LEGENDNOT TO SCALE4

GENERAL NOTES:

1. INSPECT AND VERIFY ALL DIMENSIONS ON THE PROJECTAND SITE AS MAY RELATE TO THE EXTENTOF CONSTRUCTION AND/OR DEMOLITION.2. THE CONTRACTOR/OWNER SHALL OBTAIN ALL REQUIREDPERMITS AND INSPECTIONS AS MAY BEREQUIRED TO PROCEED WITH DEMOLITION ANDCONSTRUCTION.3. ALL WORK PERFOMED SHALL MEET ALL TOWN, COUNTYAND STATE CODES.4. DO NOT SCALE DRAWINGS.5. VERIFY ALL DOOR/WINDOW ROUGH OPENINGS WITHDOOR MFG. SPEC.6. ALL NEW FOUNDATIONS SHALL BE AS DEEP AS REQUREDTO MEET LOCAL FROST LINE REQUIEMENTS.7. . CONTRACTOR TO COORDINATE ELECTRICAL, PLUMBINGAND MECHANICAL WORK. ALL SUCHWORK MUST CONFORM TO SOUTH CAROLINA CODES.8. CONTRACTOR TO CONFIRM PLAN DIMENSIONS PRIOR TOCONSTRUCTION WITH EXISTING SITECONSTRAINTS. CONTRACTOR IS RESPONSIBLE FORINFORMING THE ARCHITECT OF ANY PROBLEMSPRIOR TO CONSTRUCTION.

SCALE: 14" = 1'-0"FRONT EXTERIOR ELEVATIONS

5

SCALE: 14" = 1'-0"REAR EXTERIOR ELEVATIONS

6

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

3

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ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

30" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

STANDING SEAMMETAL ROOF

BRICKVENEER

DECORATIVESHUTTERS METAL GARAGE DOOR

SIMULATED SHAKEVINYL SIDING

712

612

SPRINKLERRISER ROOM

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

DECORATIVESHUTTERS

612

712

612

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+25'- 2"

9'-1 1/2"8'-0 3/4"

1'-3 1/2"

BRICKVENEER HORIZONTAL

VINYL SIDING

24" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

BRICKVENEER

SIMULATED SHAKEVINYL SIDING

10

12

712

712

PEAK OF ROOF+30'- 10 34"

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

SCALE: 316" = 1'-0"

BUILDING 7 - FRONT ELEVATION1

_

A2.1

BUILDING 7EXTERIOR

ELEVATIONS

BUILDING 7 - SIDE ELEVATION, TYPICAL (SIM OPP)SCALE: 3

16" = 1'-0"2

BUILDING 7 - REAR ELEVATIONSCALE: 3

16" = 1'-0"3

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6'-8

"6'

-8"

6'-8

"6'

-8"

612

SHINGLE OVERRIDGE VENT

SIMULATED SHAKEVINYL SIDING

30" DIA. DECORATIVEGABLE VENT

ASPHALTSHINGLE ROOF

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

STANDING SEAMMETAL ROOF

DECORATIVESHUTTERS

GUTTERAND DS

512

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+25'- 2"

9'-1 1/2"8'-0 3/4"

1'-3 1/2"

PEAK OF ROOF+30'- 10 3

4"

SHINGLE OVERRIDGE VENT

SIMULATED SHAKEVINYL SIDING

24" DIA. DECORATIVEGABLE VENTASPHALT

SHINGLE ROOF

BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

10

12

712

712 6

12

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 8- FRONT ELEVATION1

_

A2.2

BUILDING 8EXTERIOR

ELEVATIONS

BUILDING 8- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 8- SIDE ELEVATION (PARTIAL)3

SCALE: 316" = 1'-0"

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8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

+/- 7

'-0" H

EAD

HT.

612

8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

+/- 7

'-0" H

EAD

HT.

612

SPRINKLERRISER ROOM

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

HORIZONTALVINYL SIDING

BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

METAL GARAGE DOOR

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

STANDING SEAMMETAL ROOF

METAL GARAGE DOORDECORATIVESHUTTERS

712

712

612

24" DIA.DECORATIVELOUVER

OMIT COLUMN OMIT COLUMN OMIT COLUMNOMIT COLUMN

SPRINKLERRISER ROOM

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

612

36" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

612

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

ROOFCRICKET

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 1

2"

PEAK OF ROOF+29'- 10"

1'-2" MIN

.HEEL

AT TRUSS

9'-1 1/2"8'-1 1/2"

1'-2 3/4"

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

SCALE: 18" = 1'-0"BUILDING 9- FRONT ELEVATION

1

_

A2.3

BUILDING 9EXTERIOR

ELEVATIONS

BUILDING 9- SIDE ELEVATION2

BUILDING 9- REAR ELEVATIONSCALE: 18" = 1'-0"

4

BUILDING 9- SIDE ELEVATION3

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

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6'-8

"6'

-8"

6'-8

"6'

-8" 8'-0

"6'

-8"

612

30" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

BRICKVENEER

BRICKVENEER

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

DECORATIVESHUTTERS

DECORATIVESHUTTERS

712

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENTASPHALT

SHINGLE ROOF

30" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

612

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

DECORATIVESHUTTERS

24" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

STANDING SEAMMETAL ROOF

BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 11- FRONT ELEVATION1

_

A2.4

BUILDING 11EXTERIOR

ELEVATIONS

BUILDING 11- REAR ELEVATIONSCALE: 3

16" = 1'-0"4

BUILDING 11- SIDE ELEVATION, TYPICAL (SIM OPP)SCALE: 3

16" = 1'-0"2

BUILDING 11- SIDE ELEVATION, PARTIALSCALE: 3

16" = 1'-0"3

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612

10

12

712

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SIMULATED SHAKEVINYL SIDING

30" DIA. DECORATIVEGABLE VENT

30" DIA. DECORATIVEGABLE VENT

DECORATIVESHUTTERS

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

BRICKVENEER

METAL GARAGE DOOR

10

12

SHINGLE OVERRIDGE VENT ASPHALT

SHINGLE ROOF

SHINGLE OVERRIDGE VENT

612

SIMULATED SHAKEVINYL SIDING

30" DIA. DECORATIVEGABLE VENT

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

10

1210

12

30" DIA. DECORATIVEGABLE VENT

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 1"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+25'- 2"

8'-0 3/4"1'-3 1/2"

PEAK OF ROOF+30'- 10 3

4"

9'-1 1/2"

STANDING SEAMMETAL ROOF

BRICK VENEER,TYP.BRICK VENEER,

TYP.

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

10

12

712

712

612

24" DIA. DECORATIVEGABLE VENT

612

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

_

A2.5

BUILDING 15EXTERIOR

ELEVATIONS

SCALE: 316" = 1'-0"

BUILDING 15- FRONT ELEVATION1

BUILDING 15- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 15- REAR ELEVATIONSCALE: 3

16" = 1'-0"4

BUILDING 15- SIDE ELEVATION (PARTIAL)SCALE: 3

16" = 1'-0"3

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SPRINKLERRISER ROOM

BRICK VENEER,TYP.

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

612

SHINGLE OVERRIDGE VENT ASPHALT

SHINGLE ROOF

712

612

SHINGLE OVERRIDGE VENT

BRICK VENEER,TYP.

30" DIA. DECORATIVEGABLE VENT

612

412

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 15- SIDE ELEVATION1

_

A2.6

BUILDING 15EXTERIOR

ELEVATIONS

SCALE: 316" = 1'-0"

BUILDING 15- SIDE ELEVATION2

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8'-0

"

SPRINKLERRISER ROOM

6'-8

"

8'-0

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6'-8

"

8'-0

"

6127

12

712

712 4

124

12

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

BRICKVENEER

BRICKVENEER

BRICKVENEER

BRICKVENEER

METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENTSHINGLE OVER

RIDGE VENT

DECORATIVESHUTTERS

STANDING SEAMMETAL ROOF

SPRINKLERRISER ROOM

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENTASPHALT

SHINGLE ROOF

SHINGLE OVERRIDGE VENT

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

612

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

ROOF CRICKET

DECORATIVESHUTTERS

SIMULATED SHAKEVINYL SIDING

3'-0" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

612

1'-2" MIN

.HEEL

AT TRUSS

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

TOP PLATE

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT

9'-1 1/2"8'-1 1/2"

PEAK OF ROOF

1'-2 3/4"

+11'- 0 14"

+19'- 134"

+24'- 4 12"

+29'- 10"

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

DECORATIVESHUTTERS

ROOF CRICKET

612

SIMULATED SHAKEVINYL SIDING

3'-0" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 18" = 1'-0"BUILDING 16- FRONT ELEVATION

1

_

A2.7

BUILDING 16EXTERIOR

ELEVATIONS

BUILDING 16- SIDE ELEVATIONSCALE: 18" = 1'-0"

2

BUILDING 16- REAR ELEVATIONSCALE: 18" = 1'-0"

4

BUILDING 16- SIDE ELEVATIONSCALE: 18" = 1'-0"

3

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8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

+/- 7

'-0" H

EAD

HT.

612

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

612

8'-0

"6'

-8"

SPRINKLERRISER ROOM

412 7

12

612

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

DECORATIVESHUTTERS

BRICKVENEER

BRICKVENEER HORIZONTAL

VINYL SIDINGHORIZONTALVINYL SIDING

METAL GARAGE DOORDECORATIVESHUTTERS

24" DIA.DECORATIVELOUVER

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

SPRINKLERRISER ROOM

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENTASPHALT

SHINGLE ROOF

SHINGLE OVERRIDGE VENT

612

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING HORIZONTAL

VINYL SIDING

6'-8

"

6'-8

"

6'-8

"

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

ROOF CRICKET

612

3'-0" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

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'- 10"

612

6'-8

"

6'-8

"

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

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

6123'-0" DIA. DECORATIVE

GABLE VENT

ROOF CRICKET

HORIZONTALVINYL SIDING

BRICKVENEER

DECORATIVESHUTTERS

412

412

712

612

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

SCALE: 18" = 1'-0"BUILDING 17- FRONT ELEVATION

1

_

A2.8

BUILDING 17EXTERIOR

ELEVATIONS

BUILDING 17- SIDE ELEVATIONSCALE: 18" = 1'-0"

2

BUILDING 17- REAR ELEVATIONSCALE: 18" = 1'-0"

4

BUILDING 17- SIDE ELEVATIONSCALE: 18" = 1'-0"

3

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8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

+/- 7

'-0" H

EAD

HT.

612

8'-0

"6'

-8"

8'-0

"6'

-8"

SPRINKLERRISER ROOM

8'-0

"6'

-8"

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

STANDING SEAMMETAL ROOF

BRICKVENEER

DECORATIVESHUTTERS

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

METAL GARAGE DOORS

2'-0" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

712

612

TOP OF SLAB+0'-8"

SECONDFLOOR

SUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOOR STRUCTURE

MEAN ROOF HEIGHT+24'- 2 1

2"

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

"

SPRINKLERRISER ROOM

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

HORIZONTALVINYL SIDING

612

ROOF CRICKET

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

SIMULATED SHAKEVINYL SIDING

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

BRICKVENEER

612

3'-0" DIA. DECORATIVEGABLE VENT

SPRINKLER RISER ROOM(ONE SIDE ONLY)

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

612

BRICKVENEER

DECORATIVESHUTTERS

SIMULATED SHAKEVINYL SIDING

3'-0" DIA. DECORATIVEGABLE VENT

ROOF CRICKET

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

SCALE: 316" = 1'-0"

BUILDING 30- FRONT ELEVATION1

_

A2.9

BUILDING 30EXTERIOR

ELEVATIONS

BUILDING 30- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 30- REAR ELEVATIONSCALE: 3

16" = 1'-0"4

BUILDING 30- SIDE ELEVATIONSCALE: 3

16" = 1'-0"3

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8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

+/- 7

'-0" H

EAD

HT.

612

SPRINKLERRISER ROOM

8'-0

"

+/- 7

'-0" H

EAD

HT.

8'-0

"

612

+/- 7

'-0" H

EAD

HT.

612

8'-0

"6'

-8"

8'-0

"6'

-8"

TOP OF SLAB+0'-8"

SECONDFLOOR

SUBFLOOR

+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

"

612

712

SIMULATED SHAKEVINYL SIDING

BRICKVENEER

BRICKVENEER

METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

24" DIA. DECORATIVEGABLE VENT

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

STANDING SEAMMETAL ROOF

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

6'-8

"

SPRINKLERRISER ROOM

ASPHALTSHINGLE ROOF

612

HORIZONTALVINYL SIDING

ROOF CRICKET

SPRINKLER RISER ROOM(ONE SIDE ONLY)

6'-8

"

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

3'-0" DIA. DECORATIVEGABLE VENT

SIMULATED SHAKEVINYL SIDING

612

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

BRICKVENEER

412

CLOSEDDECORATIVE

SHUTTERS

6'-8

"

6'-8

"

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

BRICKVENEER

HORIZONTALVINYL SIDING

SIMULATED SHAKEVINYL SIDING

3'-0" DIA. DECORATIVEGABLE VENT

DECORATIVESHUTTERS

612

412

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

3 / 3 / 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. 1 / 9 / 17

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 3 / 3 / 17

ISSUED FORCONSTRUCTION

3 / 3 / 17

SCALE: 316" = 1'-0"

BUILDING 41- FRONT ELEVATION1

_

A2.10

BUILDING 41EXTERIOR

ELEVATIONS

BUILDING 41- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 41- REAR ELEVATIONSCALE: 3

16" = 1'-0"4

BUILDING 41- SIDE ELEVATIONSCALE: 3

16" = 1'-0"3

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6'-8

"6'

-8"

FLOOR STRUCTURE

9'-1

1/2

"

1'-3

1/2

"

8'-0

3/4

" FRO

MTO

P O

F SL

AB

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

30" DIA. DECORATIVEGABLE VENT

612

10

12

SIMULATED SHAKEVINYL SIDING

BRICKVENEER

BRICKVENEER

DECORATIVESHUTTERS

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

712

712

10

12

SPRINKLERRISER ROOM

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT 6

12

SIMULATED SHAKEVINYL SIDING

30" DIA. DECORATIVEGABLE VENT

10

12

BRICKVENEER

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

10

12

712

BRICKVENEER

BRICKVENEER

HORIZONTALVINYL SIDING

HORIZONTALVINYL SIDING

DECORATIVESHUTTERS

ASPHALTSHINGLE ROOF

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT

SHINGLE OVERRIDGE VENT

612

30" DIA. DECORATIVEVENT

612

COLUMN

612

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 42- FRONT ELEVATION1

_

A2.11

BUILDING 42EXTERIOR

ELEVATIONS

BUILDING 42- SIDE ELEVATIONSCALE: 3

16" = 1'-0"2

BUILDING 42- REAR ELEVATIONSCALE: 3

16" = 1'-0"4

BUILDING 42- SIDE ELEVATION (PARTIAL)SCALE: 3

16" = 1'-0"3

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10

12

712

712

712

BRICKVENEER

HORIZONTALVINYL SIDING

BRICKVENEER

HORIZONTALVINYL SIDING

ASPHALTSHINGLE ROOF

SHINGLE OVERRIDGE VENT24" DIA. DECORATIVE

LOUVER

612

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

SCALE: 316" = 1'-0"

BUILDING 42- SIDE ELEVATION1

_

A2.12

BUILDING 42EXTERIOR

ELEVATIONS

SCALE: 316" = 1'-0"

BUILDING 42- SIDE ELEVATION (PARTIAL)2

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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

2

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

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 HEIGHT

9'-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 BE

FIELD LOCATED BASED UPONFINAL 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.

2CL.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

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

3SCALE: 14" = 1'-0"BUILDING SECTION UNIT C

4

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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

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'- 2"

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.

12"O.H.41'-9"

PRE-MANUFACTURED SCISSORTRUSS BY OTHERS

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

PEAK OF ROOF+30'- 10 34"

16'-3 1/2" 18'-5"

DROPPED BEAMAS REQ'D BY TRUSS MFG.

34" GYPCRETE

FLOOR TOPPINGON 14" OPEN WEB

FLOOR JOISTBY PRE-MANUF.

TRUSS COMPANY

BEDROOM#2

LIVINGROOM

ENTRY

BED.#2 LIVING ROOM ENTRY

SEE DETAIL10/A4.1

7'-0 1/2"

+/- 1

1'-1

0 3/

4" F

ROM

TOP

OF

PLYW

OO

DTO

INTE

RIO

R PE

AK

22'-7 1/2"

A

A

C C

1TYP.

RIDGE VENT DETAIL 5/A4.1

FLUSH BEAMBY TRUSS MFG.

1

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FOUNDATIONDETAIL 14/A4.1

SEE FOOTINGDETAIL 3/A4.1SIMILAR

2'-0"CANT.

SEE EAVEDETAIL 2/A4.1

712

INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.

W/TRUSS MFG.

SEE TURNDOWNDETAIL S0.3

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

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'-9 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.

ENTRY

LINE OF STAIRSBEYOND

PORCH

PORCH

PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS

34" GYPCRETE

FLOOR TOPPINGON 14" OPEN WEB

FLOOR JOISTBY PRE-MANUF.

TRUSS COMPANY

AE

C

1

SIMPSON H2.5AHURRICANE UPLIFTCONNECTOR, TYP.

SIMPSON HANGER TO FLUSHBEAM, SEE STRUCTURAL

RIDGE VENT DETAIL 5/A4.1

SEE TURNDOWNDETAIL S0.3

4A

1

SIMPSON H2.5AHURRICANE UPLIFTCONNECTOR, TYP.

SEE EAVE DETAIL 1/A4.1

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

+/- 6

'-4"

SEE DETAIL10/A4.1,SIMILIAR

712C

5TYP.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

_

A3.2

UNIT BUILDINGSECTIONS

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

BUILDING SECTION UNIT FL-2SCALE: 14" = 1'-0"

3

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

2

BUILDING SECTION UNIT FL-2SCALE: 14" = 1'-0"

4

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12"O.H.

SEE EAVEDETAIL 1/A4.1

SEE FLOORDETAIL S0.4

SEE FDN.DETAIL 14/A4.1

612

A

B

412

DSEE STAIR

DETAIL 9/A4.1

ACCESS DOOR24" X 30"

D

PDRLIVING ROOM

SLOPE ENDOF CLOSETFOR HEAD HT.

FOYER

HALL

LIN.BEDROOM

#1BATH

#2

12"O.H.

TOP OF SLAB+0'-8"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOORSTRUCTURE

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

"

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

RIDGE VENT DETAIL 5/A4.1

PRE-MANUFACTUREDTRUSS BY OTHERS

1TYP.

PRHT WALLSEE DETAIL8/A4.1

PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS

5TYP.

2

B12"O.H.

12"O.H.

SEE FLOORDETAIL S0.4

SEEFOUNDATIONDETAIL 14/A4.1

612

A

B

KITCHEN

W.I.C. BEDROOM#1

STORAGE

B

4B DINING ROOM

BATH#1

BEDROOM#2

ALIGN WATERTABLEEAVE WITH

FRONT PORCH,VERIFY FINAL HT. IN

THE FIELD

PRE-MANUFACTUREDTRUSS BY OTHERS

TOP OF GARAGE SLAB+0'-4"

SECONDFLOORSUBFLOOR

+11'- 0 14"

TOP PLATE+19'- 13

4"

FINISHED GRADE+0'-0"

FLOORSTRUCTURE

MEAN ROOF HEIGHT+24'- 10 12"

PEAK OF ROOF+29'- 10"

1'-2

" MIN

.HE

ELA

T TR

USS

TOP OF MAIN SLAB+0'-8"

SEE EAVEDETAIL 1/A4.1

A

MECHANICAL ATTIC(HVAC UNITS TO BE

FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)

RIDGE VENT DETAIL 5/A4.1

PRE-MANUFACTUREDTRUSS BY OTHERS

A

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

FLUSHBEAMABOVE

5TYP.

1TYP.

2

SEE DETAIL 17/A4.1SEE FOUNDATIONDETAIL S0.3

STORAGE STEP DOWNSEE FDN DETAIL S0.3

1'-2

" MIN

.HE

ELA

T TR

USS

9'-1

1/2

"8'

-1 1

/2"

1'-2

3/4

"

9'-1

1/2

"

LINE OF CMUBEYOND

612PRE-MANUFACTURED

TRUSS BY OTHERS

ALIGN GARAGEEAVE WITH

FRONT PORCH

TOP OF GARAGE SLAB+0'-4"

TOP PLATE+9'- 9 12"

FINISHED GRADE+0'-0"

SEE EAVEDETAIL 1/A4.1

SEE CMU GARAGEFOUNDATIONDETAIL S0.3

AA

3A

3B

3C

3D

6 +/- 9

'-1 1

/2"

+/-16 34"O.H.

SEE TURNDOWNDETAIL S0.3

21'-4"

+/-16 34"O.H.

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

_

A3.3

UNIT BUILDINGSECTIONS

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

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

2

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

3

Page 51: OLD FIELD MEWSplans.palms.net/Plans/2C/3_3_17_Phase 2c_Architectural... · 2017. 3. 6. · 0 0 10 0 4 0 0 1 4 4 9 10 3 0 0 0 6 2 4 4 0 0 9 3 building 10 phase 2b a3.3 x x unit building

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 2C160 OLD TOWNE RD.

BLUFFTON, SC

MEWS

PROJECT NAME:

REVISIONS: DATE:

PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:

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. 1 / 9 / 17

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

1 / 9 / 17

_

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


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