old field mews - palmsplans.palms.net/plans/12_1_16_oldfield-phase2c.pdf · m2.1 unit a -...

44
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 A1.20 A1.21 UNIT A - BUILDING PLANS BUILDING 5 - FIRST FLOOR PLAN BUILDING 5 - SECOND FLOOR AND ROOF PLAN BUILDING 6 - FIRST FLOOR PLAN BUILDING 6 - SECOND FLOOR AND ROOF PLAN BUILDING 10 - FIRST FLOOR PLAN BUILDING 10 - SECOND FLOOR AND ROOF PLAN UNIT FLOOR PLAN COMPARISON ARCHITECTURAL DRAWINGS DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5 X X X X X X X X X X A1.26 A1.28 A1.28a A1.30 A2.1 A2.2 A2.3 A2.4 A2.5 A3.1 A3.2 A4.1 X X X X X X X X X X X X X FL3 FL3 (HC) FL1 FL1 BUILDING 37 FL3 FL3 (HC) FL1 FL1 BUILDING 38 A A A A A A A A BUILDING 5 A A A A E E E E E E D D D D C C BUILDING 6 BUILDING 39 D D D D C C BUILDING 40 D D D D C C BUILDING 41 A A K K K K BUILDING 42 FL2 FL2 (HC) A FL1 FL1 (HC) BUILDING 15 FL1 FL1 FL2 FL2 K BUILDING 18 A A A A E E E E E E BUILDING 12 FL3 FL3 (HC) FL1 FL1 BUILDING 7 FL2 FL2 (HC) FL2 FL2 K K BUILDING 8 FL2 FL2 (HC) FL2 FL2 BUILDING 30 K K A A A BUILDING 11 FL2 (HC) FL2 FL2 (HC) FL2 A A A A D D D D C C BUILDING 9 C C C C C C K K K K PROJECT SITE OLD LAKE ROAD OLD VILLAGE ROAD OLD MARSH ROAD OLD MEADOW ROAD OLD TOWNE ROAD OLD RIVER ROAD OLD RIVER ROAD OLD TOWNE LANE UNIT FL-1 - BUILDING PLAN UNIT FL-3 - BUILDING PLAN UNIT FL-3 ADA - BUILDING PLAN ACCESSIBLE TYPICAL DETAILS BUILDING 5 - EXTERIOR ELEVATIONS BUILDING 10 - EXTERIOR ELEVATIONS BUILDING 12 - EXTERIOR ELEVATIONS UNIT BUILDING SECTIONS UNIT BUILDING SECTIONS DETAILS BUILDING 6 - EXTERIOR ELEVATIONS BUILDING 12 - EXTERIOR ELEVATIONS DRAWING NAME SHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5 PHASE 2A FITNESS OLD LAKE ROAD PHASE 2C C 6 0 E 0 0 K 4 0 APARTMENT MIX BY BUILDING PHASE 2C 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 A3.4 X X UNIT BUILDING SECTIONS UNIT BUILDING SECTIONS A1.7 A1.8 BUILDING 12 - FIRST FLOOR PLAN BUILDING 12 - SECOND FLOOR AND ROOF PLAN X X A1.9 A1.10 BUILDING 18 - FIRST FLOOR PLAN BUILDING 18 - SECOND FLOOR AND ROOF PLAN X X A2.6 X BUILDING 18 - EXTERIOR ELEVATIONS A1.11 A1.12 BUILDING 39 - FIRST FLOOR PLAN BUILDING 39 - SECOND FLOOR AND ROOF PLAN X X A2.7 X BUILDING 39 - EXTERIOR ELEVATIONS A1.13 A1.14 BUILDING 40 - FIRST FLOOR PLAN BUILDING 40 - SECOND FLOOR AND ROOF PLAN X X A2.8 X BUILDING 40 - EXTERIOR ELEVATIONS RESIDENTIAL ADA AND RATED WALL DETAILS A1.22 UNIT C - BUILDING PLANS X A1.23 UNIT D - BUILDING PLANS X A1.24 UNIT E - BUILDING PLANS X 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 5 & 18 - FOUNDATION PLAN BUILDING 5 & 18 - FRAMING PLAN BUILDING 5 & 18 - ROOF FRAMING PLAN BUILDING 6, 10, 39, & 40 - FOUNDATION PLAN BUILDING 6, 10, 39, & 40 - FRAMING PLAN BUILDING 6, 10, 39, &40 - ROOF FRAMING PLAN S1.2 S1.3 S1.4 S1.5 S1.6 S1.7 BUILDING 12 - FOUNDATION PLAN BUILDING 12 - FRAMING PLAN BUILDING 12 - ROOF FRAMING PLAN S1.8 S1.9 BUILDING 5 & 18 - PLUMBING PLAN BUILDING 6 - PLUMBING PLAN UNIT A - PLUMBING PLAN UNIT FL-1 - PLUMBING PLAN UNIT FL-3 - PLUMBING PLAN PLUMBING FIXTURE SCHED. AND DETAILS P1.1 P1.2 P1.3 P2.1 P2.5 P2.6 P4.1 P4.2 BUILDING 10 - PLUMBING PLAN P1.4 BUILDING 12 - PLUMBING PLAN P1.5 BUILDING 39 - PLUMBING PLAN P1.6 BUILDING 40 - PLUMBING PLAN UNIT C - PLUMBING PLAN P2.2 UNIT D - PLUMBING PLAN P2.3 UNIT E - PLUMBING PLAN P2.4 PLUMBING NOTES, LEGEND, LOAD AND DETAILS P4.4 PLUMBING DETAILS M1.1 M1.2 BUILDING 5 & 18 - MECHANICAL PLAN BUILDING 6 - MECHANICAL PLAN M1.3 UNIT A - MECHANICAL PLAN M2.1 UNIT FL-1 - MECHANICAL PLAN M2.2 UNIT FL-3 - MECHANICAL PLAN M2.6 MECHANICAL SCHEDULES AND NOTES M3.1 MECHANICAL DETAILS M3.2 MECHANICAL LOAD SUMMARY M4.1 BUILDING 10 - MECHANICAL PLAN M1.4 BUILDING 12 - MECHANICAL PLAN M1.5 BUILDING 39 - MECHANICAL PLAN M1.6 BUILDING 40 - MECHANICAL PLAN UNIT C - MECHANICAL PLAN UNIT D - MECHANICAL PLAN M2.3 UNIT E - MECHANICAL PLAN M2.4 M2.5 E1.1 E1.2 BUILDING 5 & 18 - ELECTIRCAL PLAN E1.3 UNIT D - ELECTRICAL PLAN E2.3 POWER RISERS E2.4 POWER RISERS HOUSE PANEL SCHEDULES E3.2 RESIDENTIAL PANEL SCHEDULES E3.3 LIGHT FIXTURES SCHEDULES E3.4 ELECTRICL DETAILS E3.5 BUILDING 6, 10, 39, & 40 - ELECTRICAL PLAN BUILDING 12 - ELECTRICAL PLAN UNIT A - ELECTRICAL PLAN E2.1 UNIT C - ELECTRICAL PLAN E2.2 UNIT E - ELECTRICAL PLAN UNIT FL1 - ELECTRICAL PLAN E2.5 UNIT FL-3 - ELECTRICAL PLAN E2.6 E3.1 NOTES, LEGEND, AND DETAILS E3.6 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BUILDING 16 E E E E C C C C C C BUILDING 17 K K K K E E A A A FITNESS BUILDING STRUCTURAL DRAWINGS PLUMBING DRAWINGS MECHANICAL DRAWINGS ELECTRICAL DRAWINGS UNIT A- WATER AND WASTE PIPING RISER P3.1 P3.2 P3.3 P3.5 P3.6 P3.4 UNIT C- WATER AND WASTE PIPING RISER UNIT D- WATER AND WASTE PIPING RISER UNIT E- WATER AND WASTE PIPING RISER UNIT FL-1- WATER AND WASTE PIPING RISER UNIT FL-3- WATER AND WASTE PIPING RISER X X X X X PHASE 2C- 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 2015-16 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: PRELIMINARY DRAWINGS NOT FOR CONSTRUCTION: 10 /6 / 16 CKN THIS COMPUTER FILE/DRAWING IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT INTENDED FOR CONSTRUCTION. DO NOT START CONSTRUCTION WITHOUT A SEALED SET OF CONSTRUCTION DOCUMENTS FROM THE ARCHITECT. 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 CLIENT REVIEW 10 / 6 / 16 _ T1.1 TITLE SHEET

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Page 1: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

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

A1.20A1.21 UNIT A - BUILDING PLANS

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

UNIT FLOOR PLAN COMPARISON

ARCHITECTURAL DRAWINGS

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

XXXXXXXXX

X

A1.26A1.28

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

A3.1A3.2

A4.1

X

XXXXXXXXX

XX

X

FL3

FL3(HC)

FL1

FL1

BUILDING 37

FL3

FL3(HC)

FL1

FL1

BUILDING 38

A A A A A A A A

BUILDING 5

A A A A E EE EE E

D D D DC C

BUILDING 6

BUILDING 39

D D D DC C

BUILDING 40

D D D DC C

BUILDING 41

A AK K K K

BUILDING 42

FL2FL2(HC)

AFL1

FL1(HC)

BUILDING 15

FL1

FL1

FL2

FL2K

BUILDING 18

A A A AE E E E E E

BUILDING 12

FL3FL3(HC)

FL1

FL1

BUILDING 7

FL2

FL2(HC)

FL2

FL2 K K

BUILDING 8

FL2

FL2(HC)

FL2

FL2

BUILDING 30

K KA A A

BUILDING 11

FL2(HC)

FL2

FL2(HC)

FL2A A AAD D D DC C

BUILDING 9

C C C C C CK K K K

PROJECTSITE

OLD LAKE ROAD

OLD

VILLA

GE RO

AD

OLD

MA

RSH ROA

D

OLD

MEA

DO

W RO

AD

OLD TOWNE ROAD

OLD RIVER

ROAD

OLD RIVER

ROAD

OLD TOWNE LANE

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

BUILDING 10 - EXTERIOR ELEVATIONS

BUILDING 12 - EXTERIOR ELEVATIONS

UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS

DETAILS

BUILDING 6 - EXTERIOR ELEVATIONS

BUILDING 12 - EXTERIOR ELEVATIONS

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

PHASE 2A FITNESS

OLD LAKE ROAD

PHASE 2C

C

60

E

00

K

40

APARTMENT MIX BY BUILDINGPHASE 2C

11151617

100 0

04

0 0 1 94 410

30 0

06

24

40

903

BUILDING 10

PHASE 2B

A3.3A3.4

XX

UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS

A1.7A1.8

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

XX

A1.9A1.10

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

XX

A2.6 XBUILDING 18 - EXTERIOR ELEVATIONS

A1.11A1.12

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

XX

A2.7 XBUILDING 39 - EXTERIOR ELEVATIONS

A1.13A1.14

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

XX

A2.8 XBUILDING 40 - EXTERIOR ELEVATIONS

RESIDENTIAL ADA AND RATED WALL DETAILS

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

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 5 & 18 - FOUNDATION PLANBUILDING 5 & 18 - FRAMING PLANBUILDING 5 & 18 - ROOF FRAMING PLANBUILDING 6, 10, 39, & 40 - FOUNDATION PLANBUILDING 6, 10, 39, & 40 - FRAMING PLANBUILDING 6, 10, 39, &40 - ROOF FRAMING PLAN

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

BUILDING 12 - FRAMING PLANBUILDING 12 - ROOF FRAMING PLAN

S1.8S1.9

BUILDING 5 & 18 - PLUMBING PLANBUILDING 6 - PLUMBING PLAN

UNIT A - PLUMBING PLAN

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

PLUMBING FIXTURE SCHED. AND DETAILS

P1.1P1.2P1.3

P2.1

P2.5P2.6

P4.1P4.2

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

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

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

M1.1M1.2

BUILDING 5 & 18 - MECHANICAL PLANBUILDING 6 - MECHANICAL PLAN

M1.3

UNIT A - MECHANICAL PLANM2.1

UNIT FL-1 - MECHANICAL PLAN

M2.2

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

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

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

M2.5

E1.1E1.2

BUILDING 5 & 18 - ELECTIRCAL PLAN

E1.3

UNIT D - ELECTRICAL PLANE2.3

POWER RISERS

E2.4

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

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

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

E3.1

NOTES, LEGEND, AND DETAILSE3.6

XX

X

XXX

XXX

X

XXX

X

XX

X

XXX

XXX

X

XXX

X

XX

X

XXX

XX

X

XXX

X

XX

XX

XXX

X

XXX

X

XX

XX

XXX

BUILDING 16

E E E EC C C C C C

BUILDING 17

K K K KE EA A

A

FITNESS BUILDING

STRUCTURAL DRAWINGS

PLUMBING DRAWINGS

MECHANICAL DRAWINGS

ELECTRICAL DRAWINGS

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

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

XX

XX

X

PHASE 2C- CURRENT

304142

0 0 8*0 0 2

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

10

69

2015-16 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:

10 /6 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16

_

T1.1

TITLE SHEET

Page 2: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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'-6

1/4

"

STREET SIDE

A2.13

4'-7

" 6'-7"

3'-5

3/4

"4'

-11

3/4"

4'-1

1 1/

4"

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

2'-0"

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

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

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

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 7 - FIRST FLOOR PLAN1

_

A1.0

BUILDING 7FLOOR PLANS

Page 3: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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)

K

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

.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 7 - SECOND FLOOR PLAN1

_

A1.1

BUILDING 7FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 7 - ROOF PLAN2

Page 4: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(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)

68'-5

1/2

"

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 8- FIRST FLOOR PLAN1

_

A1.2

BUILDING 8FLOOR PLANS

Page 5: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 8 - SECOND FLOOR PLAN1

_

A1.3

BUILDING 8FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 8- ROOF PLAN2

Page 6: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(SEE A1.22 FORDETAILED PLAN)

C(SEE A1.22 FORDETAILED PLAN)

C (SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

KA2.32

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

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1

_

A1.4

BUILDING 9FLOOR PLANS

Page 7: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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)

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1

_

A1.5

BUILDING 9FLOOR PLANS

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

2

Page 8: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(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 FORMORE INFORMATION

STREET SIDE

A2.43

SIM OPP

6'-7"

4'-7

"68

'-5 1

/2"

BRICKVENEER,TYP.

BRICKVENEER,TYP.

2'-0"

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

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

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

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 11- FIRST FLOOR PLAN1

_

A1.6

BUILDING 11FLOOR PLANS

Page 9: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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 FORMORE INFORMATION

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 11- SECOND FLOOR PLAN1

_

A1.7

BUILDING 11FLOOR PLANS

Page 10: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 11- ROOF PLAN1

_

A1.8

BUILDING 11FLOOR PLANS

Page 11: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(SEE A1.26a 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 A1.26a FORDETAILED PLAN)

FL1

BRICK WALLRETURN AT

SINGLE GARAGE

STREET SIDE

6'-7" 2'-0"

4'-7

"

4'-1

1 3/

4"

A2.53

A2.61BRICK VENEER,

TYP.

BRICK VENEER,TYP.

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 15- FIRST FLOOR PLAN1

_

A1.9

BUILDING 15FLOOR PLANS

Page 12: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 15- SECOND FLOOR PLAN1

_

A1.10

BUILDING 15FLOOR PLANS

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

2

Page 13: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(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)

43'-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

"

8'-0

"

6'-0

"

6'-0

"

8'-0

"

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1

_

A1.11

BUILDING 16FLOOR PLANS

Page 14: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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 ROOM NALLOW FOR MIN. CLE

FOR WASHER (MODGTW18OSC) AND D

(MODEL NO. GTX22EAFINISHED PLUMBING BACK OF APPLIANCE.

ON SPECS PROVIDECLAY HOUGH O

9/ 9/ 16

LAUNDRY ROOM NALLOW FOR MIN. CLE

FOR WASHER (MODGTW18OSC) AND D

(MODEL NO. GTX22EAFINISHED PLUMBING BACK OF APPLIANCE.

ON SPECS PROVIDECLAY HOUGH O

9/ 9/ 16

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)

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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 15: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(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.

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1

_

A1.13

BUILDING 17FLOOR PLANS

Page 16: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1

_

A1.14

BUILDING 17FLOOR PLANS

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

1

Page 17: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(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

(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.

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 30- FIRST FLOOR PLAN1

_

A1.13

BUILDING 30FLOOR PLANS

Page 18: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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 (SEE A1.25 FORDETAILED PLAN)

K(SEE A1.25 FORDETAILED PLAN)

K(SEE A1.21 FORDETAILED PLAN)

ASPRINKLER

RISER ROOM

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 30- SECOND FLOOR PLAN1

_

A1.14

BUILDING 30FLOOR PLANS

SCALE: 316" = 1'-0"

BUILDING 30- ROOF PLAN2

Page 19: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

(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

A2.10

3

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

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 41- FIRST FLOOR PLAN1

_

A1.17

BUILDING 41FLOOR PLANS

Page 20: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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)

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 41- SECOND FLOOR PLAN1

_

A1.18

BUILDING 41FLOOR PLANS

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

2

Page 21: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

A2.113

A2.122

2'-0" 6'-7"

4'-7

"

SPRINKLERRISER ROOM

BRICK VENEER,TYP.

BRICK VENEER,TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

GRADE-LEVELPORCH, TYP.

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 42- FIRST FLOOR PLAN1

_

A1.19

BUILDING 42FLOOR PLANS

Page 22: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 42- SECOND FLOOR PLAN1

_

A1.20

BUILDING 42FLOOR PLANS

SCALE: 332" = 1'-0"

BUILDING 42- ROOF PLAN2

Page 23: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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"13'-1 1/2"

9'-0 1/2" INSIDE OF STUDTO OUTISDE OF KNEE WALL 4'-1"

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

2'-0

"8'

-2 1

/4"

2'-6

1/2

"

WC

S & R66"

4 SHELVES36",48",

60", &72"

3

OPTIONAL:WINDOWSAT BLDG. ENDWALL ONLY,SEE ELEVATIONS.

A3.11

C

3A

OR

5

TYP

5

3AOR

1

2

TYP

D

ABOVE

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

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

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

A

5'-1

1 1 2"

U.D

.

2'-11 12" U.D.

B

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

SINGLE HUNGWINDOW

4'-1

1 1 2"

U.D

.

3'-0" R.O.

6'-0

" R.O

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

POWDER ROOMLIVING ROOMDINING ROOM

STORAGE CLOSETCOAT CLOSET

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPET

VINYLVINYL

CARPETVINYLVINYL

CARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTD

PTD

PTDPTD

PTD

PTD

PTD

PTD

PTDPTD

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

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

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

23

ALUM./GLASS

4567

89

10

TYPE

B

111213141516

METAL EXTERIOR INSWING DOOR W/TRANSOM

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

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

INTERIOR SINGLE SWING DOOR

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

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

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

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

1 38"FHC WOOD/COMP

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

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

26

4INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

WOODWOOD

WOOD

WOODWOOD

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

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

INTERIOR DOUBLESWING DOOR RAISEDPANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

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

DOOR TYPE: D

EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL

8'-0

" R.O

.

6'-8

"4"

12"

+/- 6

'-8" R

.O.

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

MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH

POWDERBATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR WIDTH

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

5 LAMP- 36"

39"48"36"

39"48"36"

40" W/ 6" BANJO49"

WALL TO WALL V.I.F.

5 LAMP- 36"

3'-6

"

OPEN

9'-0

"

3'-0

"1'

-6"

3'-6

"1'

-0"

SEEDETAIL17/A4.1

SEEDETAIL16/A4.1

DN

3'-4"

WASH

DRYERLA.

BATH#2

TUB/SHOWER42" X 60"

BATH#1

CL.

CL.

CL.

BEDROOM #1

BEDROOM#2

ATTIC ACCESSDOOR (20 MIN.)INSULATE PERCODE

CL.

TUB/SHOWER42" X 60"

LIN.

11

15

16

8

7

1413

12

9

10

B B

B B

+/- 3

'-7"

5'-1

3/4

"

4'-1

1"4'

-8 1

/4"

5'-4

1/2

"5'

-6 1

/4"

10'-7

"

10'-1

1 1/

4"+/

- 5'-3

1/4

"+/

- 6'-2

1/2

"+/

- 3'-0

"5'

-5 1

/4"

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

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

14'-4 1/2"

2'-4 1/2"

9'-11 3/4" 4'-4 3/4"

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

2'-4 1/2" 14'-4 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'-3 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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1A1.21

UNIT ABUILDING

PLANS

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

2

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

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

4

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

5

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

7

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

6

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

Page 24: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

3'-8 3/4"4'-7"13'-3"

7'-5" 5'-0"

WC

S & R - 66"

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

CL

2'-0

"2'

-0"

A3.31

ELEC. PANEL(2"X6" WALL)

5

TYP

5

1

2

1

DABOVE

LINE OF PORCHROOF ABOVE

1 TYP

FLOORDRAIN, SEEPLUMBINGENG. FOR

MORE INFO

B

6" 6"

FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS

3'-0" MAX.

8'-0"

SHELFABOVE

B OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS

6" X6" PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

2" X 4"KNEE WALL

2" X 6"KNEE WALL

4'-1

1"

+/-

4'-0

3/4

"

3AOR3B

OR3COR3D

6OR

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

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

6'-2"

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

3'-6"

10'-10"

3'-0"4'-4"

2'-3

1/2

"

WC

WC

4 SH

ELV

ES36

",48"

,60"

,72"

S & R - 66"

S & R - 66"

LINE OF PORCHROOF ABOVE

A3.31

5

TYP

5 OR

1

TYP 2

2

CLOSETS & R - 66"

10'-8 3/4"

2'-5

1/2

"7

1/4"

3'-5

3/4

"

CL. S & R - 66"

WASHDRYER

1

3'-6" 4'-4"

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

FURR-OUTWALL ASREQ'D. FORPLUMBING

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

6

7'-0 1/2"

3'-0" MIN.CLR.

1

TYP

3'-1

1 1 2"

U.D

.

SINGLE HUNGWINDOW

BA

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

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

4'-0

" R.O

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

3'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

4'-0

" R.O

.

SINGLE HUNGWINDOW

C

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

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

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

" R.O

.

6'-8

"4"

12"

+/- 6

'-8" R

.O.

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

MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH

POWDERBATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR WIDTH

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

45"36"36"

45"36"36"

45" TO KNEE WALL

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

5 LAMP- 36"3 LAMP- 24"

3'-6

"

OPEN

9'-0

"

SEEDETAIL17/A4.1

SEE DETAIL16/A4.1

WINDOW ASSCHEDULED

3'-0

"1'

-6"

3'-6

"1'

-0"

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1A1.22

UNIT CBUILDING

PLANS

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

2

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

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

4

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

5

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

7

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

6

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

Page 25: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

LINE OF EAVEABOVE

A3.41

SHEL

F&

RO

D-

66"

2" X 6"WALL

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

9'-2" 3'-5"

3'-4"

4'-8"10'-5 1/4"

2'-0"

1'-5

5/8

"

+/- 6

'-5 1

/2"

20'-1

1/2

"

AC

CES

SD

OO

R24

" X 3

0"

CL CL

CLCL

2'-5

"

RAISED BAR

DWBELOW

SINK

RANGE

REFRIG.

+/- 8'-6 1/4"

OPTIONAL:WINDOWS

AT BLDG. ENDWALL ONLY

1'-9

"5'

-3"

6" X6"PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D

HW

B

B

11

18

15

16

14

12

13

17

2" X 4"KNEE WALL

2" X 6"KNEE WALL

A3.42

FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS

D

ABOVE

5

3AOR3B

OR3COR3D

4" STEPMIN.

3ASIM.

3ASIM.

4

6

5

6

2

1

CL

4 3/4"CL

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

CL

1'-4 1/4"

4'-6

3/8

"

HVAC UNIT

1'-2

"

9'-4

"13

'-10

1/2"

BRICK LINTELABOVE BYENGINEER

SLO

PE T

OD

RAIN

RAISEDPLATE HT.AS REQ'D.

A

SINGLE HUNGWINDOW

4'-0

" R.O

.

3'-0" R.O.

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

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

B

4'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

C

2'-11 12"U.D.

3'-1

1 1 2"

U.D

.

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

FOYERKITCHEN

POWDER ROOMLIVING ROOM

BREAKFAST AREACOAT CLOSETS

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPET

VINYLVINYL

VINYLVINYL

CARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

FINISH

PTDPTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

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

DOOR SCHEDULE

# MATERIAL THICK.

DOOR

WIDTH HEIGHT MATERIAL

FRAMEHARDWARE NOTES

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

23

WOOD

456789

10

TYPE

A

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

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

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

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

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

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

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

FHC WOOD/COMPFHC WOOD/COMP

FHC WOOD/COMPFHC WOOD/COMP

FHC WOOD/COMPFHC WOOD/COMP

WOOD

WOODWOOD

WOODWOOD

INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR

INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR

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

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

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

INTERIOR DOUBLESWING DOORRAISED PANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE

DOOR TYPE: D

GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS

DOOR TYPE: E

INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL

DOOR TYPE: F

EXTERIOR INSULATEDSWING DOORW/ TRANSOM

DOOR LEGEND:

8'-0

" R.O

.

4"12

"6'

-8"

+/- 6

'-8" R

.O.

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

7'-0

" R.O

.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP

POWDER

BATH #1BATH #2

LIGHT3 LAMP- 24"

MIRROR

24"42"36"

24"42"36"

25" W/6" BANJO43"

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

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

3'-0

"1'

-6"

3'-6

"1'

-0"

OPEN

3'-6

"

9'-0

"

9'-0

"

SEEDETAIL

17/A4.1

SEE DETAIL16/A4.1

ATTICACCESS22 14" X 32"

SHEL

F &

RO

D- 6

6"S

& R

- 84"

& 4

2"

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

LIN.

BEDROOM #1

BEDROOM #2

CL.

CL.

BATH#2

SHEL

F &

RO

D- 6

6" CL.

CL.

WASH

DRYER

2 SH

ELV

ES54

" & 6

6"

BATH#1

2" X 6"WALL

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

37'-6

"

6"

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

2'-4 1/2"

12'-3

3/4

"2'

-4 1

/2"

+/- 1

1'-1

1"6'

-2 1

/2"

4'-8

1/4

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

15'-2 1/4"

7'-3

5/8

"7'

-4 5

/8"

5'-6

"5'

-6"

11'-9

3/4

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

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

6'-9"

+/- 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 1/2"

1

TUB/SHOWER42" X 60"

TUB/

SHO

WER

30" X

60"

OPTIONAL:WINDOWS ATBLDG. ENDWALL ONLY

1

A A

B

AC

2

3

45

6

7

8

9

10

A3.41

A3.42

3AOR3B

OR3COR3D

3AOR3B

OR3COR3D1

1

2

5

5

1

2

11

+/- 2'-8"V.I.F.

2'-6 3/4"MIN.

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

FOR WASHER (MODEL NO.GTW18OSC) AND DRYER

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

ON SPECS PROVIDED BYCLAY HOUGH ON

9/ 9/ 16

1112131415161718

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

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

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

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

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

6

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

FHC WOOD/COMPFHC WOOD/COMPFHC WOOD/COMP

NONEWOODWOOD

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

EXTERIOR GARAGE DOOR

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1A1.24

UNIT EBUILDING

PLANS

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

2

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

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

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

5

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

7

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

6

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

Page 26: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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'-11 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'-10 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

3'-4"

7'-4

1/2

"22

'-3 3

/4"

3'-6

1/2

"

OPTIONAL:WINDOW AT

END WALLOF BLDG. ONLY

7'-1

"

LET INTOWALL

SINK

7'-2 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

4

6

6

5

3A

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"

A

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

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

B

4'-1

1 1 2"

U.D

.

2'-5 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

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" 4'-0" 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 LOCKSET: BUTTS, STOP

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

INTERIOR DOUBLESWING DOORRAISED PANEL

DOOR TYPE: A DOOR TYPE: B

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: C

EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE

DOOR TYPE: D

GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS

DOOR TYPE: E

INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL

DOOR TYPE: F

EXTERIOR INSULATEDSWING DOORW/ TRANSOM

DOOR LEGEND:

8'-0

" R.O

.

4"12

"6'

-8"

+/- 6

'-8" R

.O.

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

7'-0

" R.O

.

MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP

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 DETAIL16/A4.1

3'-6

"

SEEDETAIL

17/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'-3 1/4"

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

7'-0"

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"

+/- 4

'-0 3

/4"

3'-8"

13'-11 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'-9 1/2"

2'-4 1/2" 15'-2 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'-8 1/4"

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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 27: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

COVEREDPATIO

ENTRY

LAUNDRY

DININGROOM

BATH#1

CLOSETBEDROOM

#1

KITCH.

OPENSHELVES

TUB/SHOWER42" X 60"

STORAGE

LIVING ROOM

RAIS

ED B

AR

CL.

SIN

K

SHELVESW/CABBELOW

DW

BELO

W

ENTRYHW

RANGE

REFRIG.

WC

UP 16 T, 17R

S & R - 42" & 84"

VINYLRAILING

S & R - 66"

A3.13

A3.12

FLOORDRAIN, SEEPLUMBINGENG. FORMORE INFO.

PAN.CAB.

WA

SHD

RYER

CL

HVACRETURN

A

A

A

5

1

2

3

46

7

89

2'-3"

13'-8 3/4"

4'-5

3/4

"7'

-7 1

/2"

12'-1

1"12

"

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

6"6"

CL

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

3'-3

"7'

-6"

1'-6

"

16'-0

1/2

"

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

4'-0

"10

'-1"

4'-1

"

6'-0

3/4

"

CL

3'-9

1/2

"

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

CL11

'-2"

10'-6"

20'-1

3/4

"

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

2'-5 1/2"TO PRHT

WALL

6'-0 1/2"

3'-6

"

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

6'-11"

11'-8

3/4

" TO

PRHT

WA

LL6'

-9 3

/4" T

O P

RHT

WA

LL2'

-0"

3'-7

3/4

"11

'-10

1/4"

3'-10"(40" MIN.)

6'-7 1/2"

37'-2

1/4

"

A

2'-0

"

5'-6"6"

5'-9 1/2"

ELEC. PANEL(2"X6" WALL)

A3.13

3A

3A

5

TYP

56

TYP

6

TYP

1

TYP

2

D

ABOVE

1

18"MIN.CLR.

36" M

IN.

CLR

.18

"M

IN.

1'-5 1/2"

36"M

IN.

A

5'-3

"

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

20'-1

1/4

"

6"

CL

CL

CL

CL

6" X6"PT POST

LINE OFCONCRETESLAB

3AOR3B

OR3COR3D

3B 3C 3DOR OR OR

3B3C3D

OR

OROR

3A 3B 3C 3DOR OR OR

1

TYP

1'-6"

2" X 6"KNEE WALL

2" X 4"KNEE WALL

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

A

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

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

LIVING ROOMDINING ROOMCOAT CLOSET

STAIRWAYBEDROOMS

BATHROOMSCLOSETSLAUNDRY

VINYL

CARPETVINYL

CARPETVINYL

CARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

MR GWB OR BACKER

FINISH

PTDPTD

PTDPTDPTDPTDPTD

PTD

PTDPTD

FINISH

PTDPTD

PTDPTDPTDPTDPTD

PTD

PTDPTD

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

DOOR TYPE: A

INTERIOR SINGLESWING DOORRAISED PANEL

DOOR TYPE: B DOOR TYPE: C

8'-0

" R.O

.

6'-8

"4"

12"

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

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

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

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

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

SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER, SLIDING DOOR LOCKSET: NOT KEYEDSET #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

+/- 6'-4" R.O.

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

+/- 6

'-8" R

.O.

ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE

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

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

3'-6

"

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

OPEN

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

3'-6

"

OPEN

9'-0

"

FIRST FLOOR/ TYPE B LAYOUT SECOND FLOOR LAYOUT

SEE DETAIL16/A4.1

SEEDETAIL

17/A4.1

COVEREDPATIO

LAUNDRY

DININGROOM

BATH#1

CLOSET

BEDROOM#1

KITCH.

OPENSHELVES

PAN.

TUB/SHOWER42" X 60"

STORAGE

LIVINGROOM

HVACRETURN

REFRIG.

RANGE

WC

DN

S &

R -

66"

S & R - 42" & 84"

S & R - 66"

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

VINYLRAILING

RAIS

ED B

AR

SIN

KD

WBE

LOW

ATTICACCESS

(20 MIN.)

LINE OFCATHEDRAL

CEILINGBREAK ABOVE

LINE OFCATHEDRAL

CEILINGBREAK ABOVE

LINE OF CEILINGBREAK ABOVE

A3.13

A3.12

FLOORDRAIN

HW

WA

SHD

RYER

13

10

1112

14

1516

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"

6'-0 1/2"

3'-6

"

+/- 11'-8"

+/- 5'-4 1/4" 6'-7 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 12"(40" MIN.)

6'-7 1/2"

37'-2

1/4

"

1'-6"

5'-3

"

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

19'-1

0"

6"

12'-1

1/2

"

4'-0"

4'-0 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

5

TYPLINE OF

DROPPEDCLG.

ABOVE

1

PRHTWALL

6

2

5

1 1

+/- 2

'-1 1

/8"

+/-2'-1 5/8"

+/- 4

'-8 3

/4"

TO P

RHT

WA

LL

2" X 6"KNEEWALL

2" X 4"KNEEWALL

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 6'-4"

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 6'-4" 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

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

1A1.26

UNIT FL-1BUILDING

PLANS

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

2

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

3

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

4

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

5

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

7

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

6

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

Page 28: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

COVEREDPATIO

ENTRYLAUND.

DININGROOM BATH

#1

CLOSETBEDROOM #1

KITCH.

STORAGE

LIVING ROOM

RAIS

ED B

AR

CL.

1

A

2

A

5

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)

3A

3A

3A

6

TYP

5

TYP

5

TYP

6

TYP

1

TYP

2

DABOVE

FLOORDRAIN

3

3

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'-8 3/4"

1'-6 3/4"

6'-9 1/4"

4'-8

1/2

"10

'-11

1/4"

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

"

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

A

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

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

EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE

DOOR TYPE: C

8'-0

" R.O

.

6'-8

"4"

12"

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

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, SLIDING DOOR LOCKSET: NOT KEYEDSET #6: ENTRY PASSAGE SET: BUTTS, STOP WITH DEADBOLT

EXTERIORINSULATEDOUTSWING DOOR

DOOR TYPE: D

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 EQUALCLEAR 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 6'-4" 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.

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"

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

FS-230" X 60"

PARALLELAPPROACH

FS-160" DIA.CLEARFLOORSPACE

FS-360" X56" MIN.

TOILET

42" WIDEWALL (30" MINCLEAR HUNGVANITYW/12"DRAWERS @WALL SIDE

18" M

IN.

TO E

DG

EO

F LA

V.

FS-566" X60"LAV/WCOVERLAP

EXCEPTION

FS-130" X48"

PARALLEL

FS-130" X48"

PARALLEL

FS-2T-SHAPED

TURN AROUND

FS-360" X 48LATCH

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

A1.261

A1.262

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.

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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 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 MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

ENTRYUP 16 T, 17R

TUB/SHOWER42" X 60"

BEDROOM #1

BATH#1

CL.

CL.

BEDROOM#2

COVEREDPATIO/

SUNROOM

DININGROOM

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

B

B

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"

4'-1

0"12

'-2 1

/2"

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

CL

4'-2

"

12'-1

"

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'-5 1/2"

8'-6 1/4"

2'-4 1/2"

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

2'-8 3/4"

9'-1 1/2"

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

ES54

" & 6

6"

10

2'-0

"

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

2'-0

"2'

-5 3

/4"

6"

ELEC. PANEL(2"X6" WALL)

A3.24

A3.23

3A

6

TYP

5TYP

5

TYP

5

TYP

1

TYP

2

D

ABOVE

FD

1

3

1

1

18"MIN.CLR.

36" C

LRM

IN.

36" C

LRM

IN.

40" MINCLEAR

18"

MIN

.

36"M

IN.

4

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"

B

B

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"

3A, B, C, OR D

18"MIN.

1

TYP

41'-7

1/4

"

CLCL

34'-2 3/4"

CL

CL

4'-2

1/2

"

2

3A

3B3C3D

OR

OROR

36"

MIN

. CLR

.

9'-9"1'-6"

3A 3B 3C 3DOR OR OR

9'-8

1/2

"

4'-1

1 1 2"

U.D

.

2'-11 12" U.D.

3'-0" R.O.

5'-0

" R.O

.

A

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

CARPET

INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE

ENTRYKITCHEN

LIVING ROOMDINING ROOMCOAT CLOSET

STAIRWAYHALLWAY

BEDROOMSBATHROOMS

CLOSETSLAUNDRY

VINYL

CARPETVINYL

VINYLCARPETCARPETCARPETVINYL

VINYLCARPET

3 14" HIGHWALLGWB

CEILINGGWB

GWB GWBGWB GWBGWB GWBGWB GWBGWB GWB

GWB GWBGWB GWB

GWBGWB GWBGWB GWB

NOTES

CARPET AT 2ND FLOOR

MR GWB OR BACKER

FINISH

PTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

FINISH

PTDPTD

PTDPTD

PTDPTD

PTDPTD

PTD

PTDPTD

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

DOOR SCHEDULE

# 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"

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

GLASS/ALUM/VINYL ALUM/VINYLB 6'-4" 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

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 SLIDING GLASSDOOR SEE PLAN FOROPERABLE SIDE

EXTERIOR INSULATEDSWING DOOR W/ TRANSOM

8'-0

" R.O

.

6'-8

"4"

12"

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

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

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

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

SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER, SLIDING DOOR LOCKSET: NOT KEYED

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

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

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'-2

1/2

"3'

-1 3

/4"

2'-6

1/2

"

1'-5 1/2"

CC

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'-9 1/4"

11'-3" 14'-7 1/2" 8'-4 1/4"

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

12'-1

"

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'-6"

8'-0

"

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

2

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

9'-6

1/2

"

B

5'-1

1 1 2"

U.D

.

2'-11 12" U.D.

SINGLE HUNGWINDOW

3'-0" R.O.

6'-0

" R.O

.

C

4'-1

1 1 2"

U.D

.

2'-11 12"U.D.

2'-6" R.O.

5'-0

" R.O

.

SINGLE HUNGWINDOW

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

16/A4.1

3'-0

"1'

-6"

3'-6

"1'

-0"

9'-0

"

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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 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 30: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

ENTRYUP 16 T, 17R

BEDROOM#1

BATH #1CL.

CL.

BEDROOM #2

COVEREDPATIO/

SUNROOM

DININGROOM

LIVINGROOM

LAUNDRY

KITCHEN

HVACRETURN

SHELVESW/CABBELOW

CLOSET1

3

2

8

4

5

9

10

11

B

B

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)

3A

3A

TYP

5 6

TYP TYP

5TYP

5

TYP

1

TYP

4

D

ABOVE

FLOORDRAIN

3

3A

3

SEEENLARGEDPLAN FORADACLEARANCES

1

18"MIN.CLR.

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

6'-9

"18

'-5"

7'-9

1/2

"

9'-1 5/8"

11'-3" 14'-6 3/4" 8'-5"

4'-4

1/2

"11

'-11"

18'-3

"

12'-2

1/2

"5'

-9"

2'-1

"

3'-9

1/2

"

5'-7" 2'-10 3/4"

2'-9

1/2

"6'

-0"

TUB/SHOWER42" X 60"

4

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.

3A

TYP +/- 8'-11"

B

B

6" X6" POST6" 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

11'-3"

5'-5

1/2

"6'

-3"

21'-9

"

3'-9

1/2

"

9'-0

"

1'-6

"7'

-6"

6'-3

"

2'-0

"

CL

34'-2 3/4" CL

67

9'-9"1'-6"

3A 3B 3C 3DOR OR OR

ENTRY

B

5'-1

1 1 2"

U.D

.

2'-11 12" U.D.

SINGLE HUNGWINDOW

3'-0" R.O.

6'-0

" R.O

.

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 6'-4" 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

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 SLIDING GLASSDOOR SEE PLAN FOROPERABLE SIDE

EXTERIOR INSULATEDSWING DOOR W/ TRANSOM

8'-0

" R.O

.

6'-8

"4"

12"

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

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

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

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

SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER, SLIDING DOOR LOCKSET: NOT KEYED

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-3

60" X56" MIN.TOILET

36" WIDEWALLHUNGVANITY

16" -

18"

MIN

.

FS-566" X60"LAV/WCOVERLAP

EXCEPTION

FS-160" DIA.CLEARFLOORSPACE

FS-130" X48"

PARALLEL

FS-130" X48"

PARALLEL

FS-4T-SHAPED

TURN AROUND

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-360" X 48LATCH

APPROACH

12"

CLR

A1.264

A1.263

A1.265

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

CO

NTR

OL

END

WA

LL HEA

DEN

D W

ALL

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

SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS

FS-160" DIA.CLEARFLOORSPACE

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.

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 31: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

A1.30

ACESSIBLETYPICALDETAILS

FAIR HOUSING ACT DETAILS1 NOT TO SCALE

APPLIANCE ACCESSIBILITY REQUIREMENTS FOR TYPE A UNIT2 NOT TO SCALE

Page 32: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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.

CLOSET 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/

SUNROOM

DININGROOM

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

ENTRYLAUND.

DININGROOM BATH

#1

CLOSETBEDROOM #1

KITCH.

STORAGE

LIVING ROOM

CL. ENTRY

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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 - SECOND FLOOR PLAN11

Page 33: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 34: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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"

Page 35: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

8'-0

"6'

-8"

8'-0

"

612

8'-0

"6'

-8"

8'-0

"

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

"

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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"

Page 36: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

8'-0

"6'

-8"

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 37: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

_

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

Page 38: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 15- SIDE ELEVATION1

_

A2.6

BUILDING 15EXTERIOR

ELEVATIONS

SCALE: 316" = 1'-0"

BUILDING 15- SIDE ELEVATION2

Page 39: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

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

"

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 40: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

8'-0

"6'

-8"

8'-0

"

612

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"6'

-8"

8'-0

"

612

8'-0

"6'

-8"

SPRINKLERRISER ROOM

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 41: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

8'-0

"6'

-8"

8'-0

"

612

8'-0

"6'

-8"

8'-0

"6'

-8"

SPRINKLERRISER ROOM

8'-0

"6'

-8"

SPRINKLERRISER ROOM

ROOF CRICKET

SPRINKLER RISER ROOM(ONE SIDE ONLY)

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 42: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

8'-0

"6'

-8"

8'-0

"

612

SPRINKLERRISER ROOM

8'-0

"6'

-8"

8'-0

"

612

8'-0

"6'

-8"

8'-0

"6'

-8"

SPRINKLERRISER ROOM

ROOF CRICKET

SPRINKLER RISER ROOM(ONE SIDE ONLY)

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 43: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

SPRINKLERRISER ROOM

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

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

Page 44: OLD FIELD MEWS - Palmsplans.palms.net/Plans/12_1_16_Oldfield-Phase2C.pdf · m2.1 unit a - mechanical plan unit fl-1 - mechanical plan m2.2 ... e3.2 power risers house panel schedules

2015-16 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:

11 /21 / 16

CKN

THIS COMPUTER FILE/DRAWINGIS FOR INFORMATIONAL

PURPOSES ONLY AND IS NOTINTENDED FOR CONSTRUCTION.DO NOT START CONSTRUCTION

WITHOUT A SEALED SET OFCONSTRUCTION DOCUMENTS

FROM THE ARCHITECT.

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

CLIENT REVIEW 10 / 6 / 16CLIENT REVIEW 11 / 21 / 16

SCALE: 316" = 1'-0"

BUILDING 42- SIDE ELEVATION1

_

A2.12

BUILDING 42EXTERIOR

ELEVATIONS

SCALE: 316" = 1'-0"

BUILDING 42- SIDE ELEVATION (PARTIAL)2