LIST OF DRAWINGS
OLD FIELD MEWS160 OLD TOWNE ROAD, BEAUFORT COUNTY
VICINITY MAP APARTMENT BUILDING PLANS/UNIT KEY
BUILDING 4
UNIT TYPESBUILDINGNUMBERS A
5FL1 FL3
610
TOTAL
UNITS PERBUILDING
10
*DENOTES HANDICAPPED UNITS W/IN A BLDG.
04 0 0
SITE MAP
OLD RIVER C
OURT
SOUTH CAROLINA
PHASE 2B
TITLE SHEETT1.1RESIDENTIAL CODE ANALYSIST1.2
T1.3A1.1A1.2A1.3A1.4A1.5A1.6
A1.20A1.21 UNIT A - BUILDING PLANS
BUILDING 5 - FIRST FLOOR PLANBUILDING 5 - SECOND FLOOR AND ROOF PLANBUILDING 6 - FIRST FLOOR PLANBUILDING 6 - SECOND FLOOR AND ROOF PLANBUILDING 10 - FIRST FLOOR PLANBUILDING 10 - SECOND FLOOR AND ROOF PLAN
UNIT FLOOR PLAN COMPARISON
ARCHITECTURAL DRAWINGS
DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5
XXXXXXXXX
X
A1.26A1.28
A1.28aA1.30A2.1A2.2A2.3A2.4A2.5
A3.1A3.2
A4.1
X
XXXXXXXXX
XX
X
FL3
FL3(HC)
FL1
FL1
BUILDING 37
FL3
FL3(HC)
FL1
FL1
BUILDING 38
A A A A A A A A
BUILDING 5
A A A A E EE EE E
D D D DC C
BUILDING 6
BUILDING 39
D D D DC C
BUILDING 40
D D D DC C
BUILDING 41
A AK K K K
BUILDING 42
FL2FL2(HC)
AFL1
FL1(HC)
BUILDING 15
FL1
FL1
FL2
FL2K
BUILDING 18
A A A AE E E E E E
BUILDING 12
FL3FL3(HC)
FL1
FL1
BUILDING 7
FL2
FL2(HC)
FL2
FL2 K K
BUILDING 8
FL2
FL2(HC)
FL2
FL2
BUILDING 30
K KA A A
BUILDING 11
FL2(HC)
FL2
FL2(HC)
FL2A A AAD D D DC C
BUILDING 9
C C C C C CK K K K
PROJECTSITE
OLD LAKE ROAD
OLD
VILLA
GE RO
AD
OLD
MA
RSH ROA
D
OLD
MEA
DO
W RO
AD
OLD TOWNE ROAD
OLD RIVER
ROAD
OLD RIVER
ROAD
OLD TOWNE LANE
UNIT FL-1 - BUILDING PLANUNIT FL-3 - BUILDING PLANUNIT FL-3 ADA - BUILDING PLANACCESSIBLE TYPICAL DETAILSBUILDING 5 - EXTERIOR ELEVATIONS
BUILDING 10 - EXTERIOR ELEVATIONS
BUILDING 12 - EXTERIOR ELEVATIONS
UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS
DETAILS
BUILDING 6 - EXTERIOR ELEVATIONS
BUILDING 12 - EXTERIOR ELEVATIONS
DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3 REV.4 REV.5
PHASE 2A FITNESS
OLD LAKE ROAD
PHASE 2B
C
20
D
40
E
06
APARTMENT MIX BY BUILDING PHASE 2B
12183940
60 0
00
0 0 0 84 4*10
04 0
20
40
06
600
BUILDING 10
PHASE 2B- CURRENT
A3.3A3.4
XX
UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS
A1.7A1.8
BUILDING 12 - FIRST FLOOR PLANBUILDING 12 - SECOND FLOOR AND ROOF PLAN
XX
A1.9A1.10
BUILDING 18 - FIRST FLOOR PLANBUILDING 18 - SECOND FLOOR AND ROOF PLAN
XX
A2.6 XBUILDING 18 - EXTERIOR ELEVATIONS
A1.11A1.12
BUILDING 39 - FIRST FLOOR PLANBUILDING 39 - SECOND FLOOR AND ROOF PLAN
XX
A2.7 XBUILDING 39 - EXTERIOR ELEVATIONS
A1.13A1.14
BUILDING 40 - FIRST FLOOR PLANBUILDING 40 - SECOND FLOOR AND ROOF PLAN
XX
A2.8 XBUILDING 40 - EXTERIOR ELEVATIONS
RESIDENTIAL ADA AND RATED WALL DETAILS
A1.22 UNIT C - BUILDING PLANS XA1.23 UNIT D - BUILDING PLANS XA1.24 UNIT E - BUILDING PLANS X
2 4 0 60 0
00
2 4 0 60 0528 8 16 12 44
S0.1S0.2S0.3S0.4S0.5S1.1
GENERAL NOTESGENERAL NOTES AND SCHEDULESTYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILSBUILDING 5 & 18 - FOUNDATION PLANBUILDING 5 & 18 - FRAMING PLANBUILDING 5 & 18 - ROOF FRAMING PLANBUILDING 6, 10, 39, & 40 - FOUNDATION PLANBUILDING 6, 10, 39, & 40 - FRAMING PLANBUILDING 6, 10, 39, &40 - ROOF FRAMING PLAN
S1.2S1.3S1.4S1.5S1.6S1.7 BUILDING 12 - FOUNDATION PLAN
BUILDING 12 - FRAMING PLANBUILDING 12 - ROOF FRAMING PLAN
S1.8S1.9
BUILDING 5 & 18 - PLUMBING PLANBUILDING 6 - PLUMBING PLAN
UNIT A - PLUMBING PLAN
UNIT FL-1 - PLUMBING PLANUNIT FL-3 - PLUMBING PLAN
PLUMBING FIXTURE SCHED. AND DETAILS
P1.1P1.2P1.3
P2.1
P2.5P2.6
P4.1P4.2
BUILDING 10 - PLUMBING PLANP1.4 BUILDING 12 - PLUMBING PLANP1.5 BUILDING 39 - PLUMBING PLANP1.6 BUILDING 40 - PLUMBING PLAN
UNIT C - PLUMBING PLANP2.2UNIT D - PLUMBING PLANP2.3UNIT E - PLUMBING PLANP2.4
PLUMBING NOTES, LEGEND, LOAD AND DETAILSP4.4PLUMBING DETAILS
M1.1M1.2
BUILDING 5 & 18 - MECHANICAL PLANBUILDING 6 - MECHANICAL PLAN
M1.3
UNIT A - MECHANICAL PLANM2.1
UNIT FL-1 - MECHANICAL PLAN
M2.2
UNIT FL-3 - MECHANICAL PLANM2.6MECHANICAL SCHEDULES AND NOTESM3.1MECHANICAL DETAILSM3.2MECHANICAL LOAD SUMMARYM4.1
BUILDING 10 - MECHANICAL PLANM1.4 BUILDING 12 - MECHANICAL PLANM1.5 BUILDING 39 - MECHANICAL PLANM1.6 BUILDING 40 - MECHANICAL PLAN
UNIT C - MECHANICAL PLANUNIT D - MECHANICAL PLANM2.3UNIT E - MECHANICAL PLANM2.4
M2.5
E1.1E1.2
BUILDING 5 & 18 - ELECTIRCAL PLAN
E1.3
UNIT D - ELECTRICAL PLANE2.3
POWER RISERS
E2.4
POWER RISERS HOUSE PANEL SCHEDULESE3.2RESIDENTIAL PANEL SCHEDULESE3.3LIGHT FIXTURES SCHEDULESE3.4ELECTRICL DETAILSE3.5
BUILDING 6, 10, 39, & 40 - ELECTRICAL PLANBUILDING 12 - ELECTRICAL PLANUNIT A - ELECTRICAL PLANE2.1UNIT C - ELECTRICAL PLANE2.2
UNIT E - ELECTRICAL PLANUNIT FL1 - ELECTRICAL PLANE2.5UNIT FL-3 - ELECTRICAL PLANE2.6
E3.1
NOTES, LEGEND, AND DETAILSE3.6
XX
X
XXX
XXX
X
XXX
X
XX
X
XXX
XXX
X
XXX
X
XX
X
XXX
XX
X
XXX
X
XX
XX
XXX
X
XXX
X
XX
XX
XXX
BUILDING 16
E E E EC C C C C C
BUILDING 17
K K K KE EA A
A
FITNESS BUILDING
STRUCTURAL DRAWINGS
PLUMBING DRAWINGS
MECHANICAL DRAWINGS
ELECTRICAL DRAWINGS
UNIT A- WATER AND WASTE PIPING RISERP3.1P3.2P3.3P3.5P3.6P3.4
UNIT C- WATER AND WASTE PIPING RISERUNIT D- WATER AND WASTE PIPING RISERUNIT E- WATER AND WASTE PIPING RISERUNIT FL-1- WATER AND WASTE PIPING RISERUNIT FL-3- WATER AND WASTE PIPING RISER
XX
XX
X
PHASE 2C- FUTURE
XXXXXXXXX
XX
XXXXXXXXX
XX
X
XX
XXXX
X
XX
X
XX
X
XXX
GARAGE
X
XX
X
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
1 / 9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 12 / 16 /16REVISION #2 1 / 9 /17
1 / 9 / 17
_
T1.1
TITLE SHEET
ALLOWABLE AREA
ALLOWABLE BUILDING HEIGHT- 60 FEET WITH A NFPA 13R SPRINKLER SYSTEM (PER TABLE 504.3)ALLOWABLE NUMBER OF STORIES- 3 STORIES WITH A NFPA 13R SPRINKLER SYSTEM (PER TABLE 504.4)ACTUAL BUILDING HEIGHTS- BUILDING 5 = +/- 29'-10" MAX.- BUILDING COMPLIES BUILDING 6 = +/- 29'-5 12" MAX. - BUILDING COMPLIES BUILDING 10 = +/- 29'-5 12" MAX. - BUILDING COMPLIES BUILDING 12 = +/- 31'-6" MAX. - BUILDING COMPLIES BUILDING 18 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 39 = +/- 29'-5 12" MAX. - BUILDING COMPLIES BUILDING 40 = +/- 29'-5 12" MAX. - BUILDING COMPLIES
ALLOWABLE HEIGHT
EMERGENCY LIGHTING NOT REQUIREDEXIT SIGNS NOT REQUIREDFIRE ALARM REQUIRED
LIFE SAFETY SYSTEMREQUIREMENTS
PRIMARY OCCUPANCY - RESIDENTIAL (R-2)DESCRIPTION AND USE- RENTAL APARTMENTSALLOWABLE AREA- 7,000 SF PER STORY(PER TABLE 506.2) WITH NFPA 13R SPRINKLER SYSTEM*ACTUAL BUILDING AREA- BUILDING 5 = 6,931 SF- BUILDING COMPLIES BUILDING 6 = 4,983 SF- BUILDING COMPLIES BUILDING 10 = 4,983 SF- BUILDING COMPLIES BUILDING 12= 4,561SF- BUILDING COMPLIES BUILDING 18 = 6,931SF- BUILDING COMPLIES BUILDING 39 = 4,983 SF- BUILDING COMPLIES BUILDING 40 = 4,983 SF- BUILDING COMPLIES
* AREA MODIFICATION FRONTAGE INCREASE NOT USED AT THIS TIME. SEE SECTION 506.3.
BUILDING IS NOT REQUIRED TO HAVE AN ELEVATOR SINCE BUILDING IS ONLY 2 STORIES AND THE FIRST FLOORIS ON GRADE. THE LOWEST FLOOR OF THE TYPE A AND B DWELLING UNITS TO BE ACCESSIBLE WITHOUT NEEDOF AN ELEVATOR.
ELEVATORREQUIREMENTS
CONSTRUCTION TYPE- V-BSPRINKLERS- YES- NFPA 13rSTANDPIPES- NOFIRE DISTRICT- NOMEZZANINE- NOBUILDING AREAS- BUILDING 5 1ST FLOOR= 6,931 SF 2ND FLOOR= 6,488 SF TOTAL= 13,419 SF BUILDING 6 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF
BUILDING 10 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF
BUILDING 12 1ST FLOOR= 4,541 SF 2ND FLOOR= 4,561 SF TOTAL= 9,102 SF
2015 SOUTH CAROLINA BUILDING CODE- BASED UPON THE 2015 IBC2009 IECCICC/ANSI A117.1- 2009FAIR HOUSING ACT
EDITION OF CODE
PROJECT INFORMATIONNAME OF PROJECT OLDFIELD MEWS- RESIDENTIAL BUILDINGSPHASE 2BADDRESS 160 OLD TOWNE ROAD, BLUFFTON, SOUTH CAROLINA, 29909PROPOSED USE RESIDENTIAL (R-2)OWNER/AGENT B AND B ASSOCIATES OF VIRGINIA, INC. 397 LITTLE NECK ROAD, BUILDING 3400, SUITE 200 VIRGINIA BEACH, VA 23452 (757) 340-3535CODE ENFORCEMENT BEAUFORT COUNTY
BUILDING DATA
LEAD DESIGN PROFESSIONAL BEACON ARCHITECTURE + DESIGN, P.L.L.C.
DESIGNERARCHITECTURALCIVILSTRUCTURALELECTRICALFIRE ALARMPLUMBINGMECHANICALSPRINKLERTRUSSES
SPRINKLERS 13r SPRINKLER SYSTEM PROVIDED (SEE SECTION 903.3.1.2)SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLINGUNITS WHERE THE BUILDING IS OF TYPE V CONSTRUCTION. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALLBE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1 INCH TO 6 INCHES BELOW STRUCTURAL MEMBERSAND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTEDOF OPEN WOOD JOIST CONSTRUCTION.
FIRMBEACON ARCHITECTURE + DESIGN, P.L.L.C.KERN & CO., LLCMCPHERSON DESIGN GROUP, P.C.ATLANTEC ENGINEERS, P.A.FIRE AND LIFE SAFETY AMERICA, INC.ATLANTEC ENGINEERS, P.A.ATLANTEC ENGINEERS, P.A.TBDUFP MID-ALTLANTIC, LLC
NAMECHRISTOPHER NASON, AIAMARK CRAPPS, P.E.GREGORY GERLING, P.E.DAVID WHITNEY, P.E.
DAVID WHITNEY, P.E.JAMES B. DELPAPATBDTBD
TELEPHONE #(252) 441-6767(912) 651-1287(757) 965-2000(919) 571-1111
(919) 571-1111(919) 571-1111TBDTBD
PROJECT SUMMARY BUILDING DESCRIPTIONS: RESIDENTIAL MULTI-FAMILY APARTMENTS WITHIN PHASE 2 OF THEOLDFIELD MEWS SUBDIVISION. ALL STRUCTURES ARE TO BE NO MORE THAN TWO STORIESAND SHALL BE COMPRISED OF SEVERAL DIFFERENT UNIT TYPES.
SCOPE OF WORK: PHASE 2B COMPRISES BUILDINGS 5, 6, 10, 12, 18, 39 AND 40.
CODE COMPLIANCE SUMMARY: RESIDENTIAL BUILDINGS ARE TO BE R-2 USE WITHIN THECOMMERCIAL BUILDING CODE. ALL RESIDENTIAL BUILDINGS ARE TO HAVE AN NFPA 13rSPRINKLER SYSTEM.
BUILDING 18 FIRST FLOOR= 6,931 SF 2ND FLOOR= 6,488 SF TOTAL= 13,419 SF BUILDING 39 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF
BUILDING 40 1ST FLOOR= 4,947 SF 2ND FLOOR= 4,983 SF TOTAL= 9,930 SF
SMOKE DETECTION SYSTEMS REQUIREDPANIC HARDWARE NOT REQUIREDEGRESS WINDOWS REQUIRED AT SLEEPING ROOMS (PER SECTION1030)
PLUMBING FIXTURE REQUIREMENTS
WATERCLOSETSMALE FEMALERESIDENTIAL OCCUPANCY
LAVATORIESMALE FEMALE
REQUIRED FIXTURES 1 PER DWELLING UNIT
DRINKINGFOUNTAINS
OTHER1 KITCHEN
SINK PER UNIT
PROVIDED FIXTURES 1 WASH/DRY PER UNIT
FIRE SEPARATION DISTANCE 10 FEET MIN. BETWEEN BUILDINGS SEE CIVIL DRAWINGS ACTUAL DISTANCE BETWEEN BUILDINGS EXCEEDS 20'/2= 10' MINIMUM. FOR BUILDINGS ON THE SAME LOT SEE SECTION 705.3. FOR MORE INFO. MINIMUM PROJECTION REQUIREMENTS WOULD NOT APPLY PER SECTION 705.2 EXCEPTION 2.
BEARING WALLS- EXTERIOR 0 HR REQUIRED (SEE TABLE 601)NON-BEARING WALLS- EXTERIOR 0 HR REQUIRED (SEE TABLE 601)BEARING WALLS- INTERIOR 0 HR REQUIRED AT DWELLING UNITS IN TYPE VB CONSTRUCTION SIMILAR FOR THE CONSTRUCTION SUPPORTING THE HORIZONTAL ASSEMBLY (SEE 711.2.3 EXCEPTION 2 FOR SUPPORTING CONSTRUCTION AND TABLE 601)NON-BEARING WALLS- INTERIOR 0 HR REQUIRED (SEE TABLE 601)SHAFTS 1 HR MIN. AT HORIZONTAL ASSEMBLY PENETRATION TO MATCH FLOOR RATING.FLOOR CONSTRUCTION 1 HR MIN. REQUIRED WITH NFPA 13r SPRINKLER SYSTEM (SEE 711.2.4.3)2ND FLOOR CEILING/ROOF 1 HR REQUIRED AT HORIZONTAL ASSEMBLY (SEE 711.2.4.3)FIRE PARTITIONS BET. DWELLING UNITS 1 HR MIN. REQUIRED WITH NFPA 13r SPRINKLER SYSTEM (SEE 708.3)PRIVATE GARAGE (LESS THAN 1,000 SF) 1 HR MIN. AT HORIZONTAL AND VERTICAL ASSEMBLIES.
MAXIMUM AREA OF EXTERIOR 45% MAXIMUM FOR UNPROTECTED SPRINKLERED BUILDIINGS.OPENINGS BASED UPON FIRE CURRENT DESIGNS DO NOT EXCEED 26% GLAZING FOR ALL SIDES OFSEPARATION DISTANCE (% OF AREA ALL THE BUILDINGS IN PHASE 2B (PER TABLE 705.8).PER STORY)
FIRE PROTECTIONREQUIREMENTS
AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED
ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN GROUPR2- BUILDINGS THAT DO NOT EXCEED 4 STORIES IN HEIGHT. PROVIDED THE ATTIC SPACE IS SUBDIVIDED INTOAREAS NOT EXCEEDING 3000 SF OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. (SEE 708.4 EXCEPTION 5)ATTIC FIREBLOCKING OR DRAFTSTOPPING IS RECOMMENDED AT EVERY DWELLING UNIT.
FIREBLOCKING/DRAFTSTOPPING
THE PROJECT IS TO BE PRIVATELY-OWNED FOR MONTHLY RENTAL. PHASE 2 IS TO HAVE AT LEAST 5% TYPE A UNITS FOR EACH TYPE OF UNIT,SEE CHARTS BELOW FOR MORE INFORMATION AND SEE THE SITE MAP FOR THE DISTRIBUTION OF THE TYPE A UNITS. ALL OTHER GROUNDFLOOR UNITS ARE TO BE TYPE B (FHA EQUIVALENT) UNITS. 2ND STORY UNITS NEED NOT BE TYPE B UNITS BECAUSE ALL OTHER UNITS AREMULTISTORY DWELLING UNITS. PER SECTION 1107.7.2, " A MULTISTORY DWELLING UNIT OR SLEEPING UNIT WHICH IS NOT PROVIDED WITHELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT." A "HANDICAPPED ACCESSIBLE" ROUTE AT ALL GROUND FLOOR FL1, FL2 ANDFL3 UNITS (BOTH TYPE A AND TYPE B) UNLESS EXEMPTED BY SITE IMPRACTICALITY, SEE CIVIL ENGINEERING DRAWINGS FOR CALCULATIONS.ANY FIELD CONDITIONS THAT MAY REQUIRE ADJUSTMENT OF GRADING AROUND BUILDINGS MUST BE BROUGHT TO THE ATTENTION OF THEOWNER AND THE ARCHITECT.
ACCESSIBILITY
1 MINIMUM1 PER DWELLING UNIT
1 MINIMUMN/AN/A
NUMBER ANDARRANGEMENTOF EXITS
EXIT REQUIREMENTSMIN. NUMBER OF EXITS
REQUIRED SHOWNFLOOR, ROOM OR SPACEDESIGNATION
COMMON PATH OF TRAVELALLOWABLE ACTUAL
1UNIT A- 1ST FLOOR
1
1
1
UNIT A- 2ND FLOOR125' 36'-5"2
EXIT NOTES:1. EACH DWELLING UNIT IS ONLY REQUIRED TO HAVE ONE MEANS OF EGRESS PER SECTION (1006.2.1 EX. 1).WITH AN AUTOMATIC SPRINKLER SYSTEM.2. THE COMMON PATH OF TRAVEL IS NOT TO EXCEED VALUES ABOVE FOR R-2 USES WITH AN NFPA 13R SPRINKLER SYSTEM.3. THE OCCUPANT LOAD FOR EACH DWELLING UNIT DOES NOT EXCEED 20 PEOPLE (1006.2.1 EX. 1).
46'-0"
41'-2"56'-2"1
111
56'-2"73'-0"
56'-5"
2
22222
UNIT FL-1 1ST FLOOR (TYPE B)UNIT FL-1 2ND FLOORUNIT FL-3 1ST FLOOR (TYPE A)UNIT FL-3 1ST FLOOR (TYPE B)UNIT FL-3 2ND FLOOR
EXIT/EXIT ACCESS
125'
125'125'125'125'125'
EXIT WIDTH (2 STORY)- NOTE ALL DWELLING UNITS ARE MEASURED FROM CL OF TENANT DEMISING WALL AND FRONT & BACK STUD FACE
FLOOR, ROOM ORSPACE DESIGNATION
(a)AREA
(b)AREA/OC. OCC.S
EGRESSCOMPONENTS
(IN./OCC.)
REQUIREDWIDTH
ACTUAL WIDTHSHOWN ON PLANS
0.8"
36" MIN. (WITHIN UNIT)*200 G 6.1
STAIRWAYS(IN./OCC.)
W/SPRINKLERS
REQUIREDWIDTH
0.15
200 G200 G200 G
*HALLWAY WIDTH WITHIN A DWELLING UNIT MUST BE 36" MINIMUM FINISHED CLEAR.
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
6.7
UNIT A 1218 G
1357 G
0.9"
0.200.150.150.15
4.5894 G
1432 G 7.1
200 G
N/A N/A
UNIT FL-1 1ST FLOORUNIT FL-1 2ND FLOORUNIT FL-3 1ST FLOORUNIT FL-3 2ND FLOOR
808 G N/A N/A
N/A N/A
1.4"0.20
4.1 0.15 0.6"
SPRINKLER RISER RM.
0.6"1.0"1.0"
500 G 32" MIN. CLR. AT DOOR0.131 G 0.15 N/A N/A0.1"
PHASE 2UNIT TYPE A (2 BEDROOMS)
UNIT FL-2 (2 BEDROOMS)UNIT FL-3 (3 BEDROOMS)
UNIT FL-1 (1 BEDROOM)
UNIT C (3 BEDROOMS)UNIT D (3 BEDROOMS)UNIT E (2 BEDROOMS)UNIT K (2 BEDROOMS)
# OF UNITS2920161817203212
TOTAL 164
PHASE 21 BEDROOM UNITS2 BEDROOM UNITS3 BEDROOM UNITS
# OF UNITS
209648
5 % HC REQ'D.
14.82.4
UNITS PROVIDED
153
TOTAL 164 8.2 9
ALL SPACES WITHIN A R-2 SPRINKLERED USE ARE TO BE CLASS C. FLAME SPREAD INDEX = 76-200.SMOKE DEVELOPED INDEX = 0-450. SEE BUILDING SECTION 803 AND TABLE 803.11.
INTERIOR FINISHES
IN OCCUPANCY GROUP R-2, THRESHOLD HEIGHTS FOR SLIDING SIDE HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BEUP TO 7 34" IN HEIGHT IF ALL THE FOLLOWING APPLY: 1. THE DOOR IS NOT PART OF A REQUIRED MEANS OF EGRESS 2. THE DOOR IS NOT PART OF AN ACCESSIBLE ROUTE. 3. THE DOOR IS NOT PART OF AN ACCESSIBLE UNIT, TYPE A UNIT OR TYPE B UNIT.IN TYPE B UNITS, WHERE EX. 5,TO SECTION 1010.1.5 PERMITS, A 4" ELEVATION CHANGE AT THE DOOR, THE THRESHOLD HEIGHT ON THEEXTERIOR SIDE OF THE DOOR SHALL NOT EXCEED 4 34" IN HEIGHT ABOVE THE EXTERIOR DECK, PATIO OR BALCONY FOR SLIDING DOORSOR 4 12" FOR OTHER DOORS.
DOOR THRESHOLD(PER IBC 20151010.1.17 EX. 1 & 2 )
BATH TUBS ORSHOWERS
11 MIN.
1UNIT C- 1ST FLOOR1UNIT C- 2ND FLOOR
125'22 125'
1UNIT D- 1ST FLOOR1UNIT D- 2ND FLOOR
125'22 125'
1UNIT E- 1ST FLOOR1UNIT E- 2ND FLOOR
125'22 125'
UNIT CUNIT DUNIT E
200 G200 G
0.150.15
200 G 0.15 36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
1543 G1698 G1414 G
7.7 1.1" N/A N/AN/A N/AN/A N/A
8.4 1.2"7.0 1.0" ACCESSIBILITY UNIT ANALYSIS
37'-3"47'-0"39'-0"49'-3"40'-1"47'-0"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
VARIES
T1.2
RESIDENTIALCODE ANALYSIS
1CODE ANALYSISSCALE:N.T.S.
UNRATED WALL ASSEMBLY12" TH. GYPSUM WALL BOARD W/
OPTIONAL: 3 12" ACOUSTICAL NRC 1.05
BATT INSULATION BETWEEN2" X 4" WOOD STUDS @ 16" O.C.
OPTIONAL: NON-BEARING WALLS @24" O.C.JOINTS FINISHED
UNRATED WALL ASSEMBLY12" TH. GYPSUM WALL BOARD
OPTIONAL 3 12" ACOUSTICAL NRC 1.05
BATT INSULATION BETWEEN2" X 6" WOOD STUDS @ 16" O.C.
OPTIONAL: NON-BEARING WALLS @24" O.C.JOINTS FINISHED
WALL ASSEMBLIES
1
2
UL Des. U305- 1 HOUR RATED58" SHEETROCK BRAND FIRECODECORE GYPSUM PANELS (TYPE X)
3 12" ACOUSTICAL INSULATION2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.
JOINTS FINISHEDOPTIONAL VENEER PLASTER 6 34" MIN.
4A
6 12"MIN.
4 12"MIN.
CLG. ASSEMBLY
ALTERNATE ACOUSTIC ASSEMBLYAT DWELLING UNIT COMMON WALLS
GA-WP 3242- 1 HOUR RATED W/STC 50-5458" TH. SHEETROCK BRAND FIRECODE
CORE GYPSUM PANELS (TYPE X),3 " MINERAL OR GLASS FIBER INSULATION IN STUD SPACE
2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.RESILIENT CHANNELS @ 16" O.C. ATTACHED AT RIGHT
ANGLES TO ONE SIDE OF STUDS W/ 1 14" TYPE S DRYWALL SCREWS
SEE FULL GA DESCRIPTION FOR SCREW PATTERN SPACING ANDADDITIONAL INSTALLTION INSTRUCTIONS
7 14"MIN.
RATED CLG. ASSEMBLY3B FIRE PARTITION WALL (ATDWELLING UNIT SEPARATION)
FIRE PARTITION WALL (ATDWELLING UNIT STAIR WALLS)
3A FIRE PARTITION WALL (ATDWELLING UNIT SEPARATION)
UL Des. U305- 1 HOUR RATED58" TH. SHEETROCK BRAND FIRECODE
CORE GYPSUM PANELS (TYPE X) BOTH SIDES3 12" ACOUSTICAL INSULATION
2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.JOINTS FINISHED
OPTIONAL VENEER PLASTER 6 34"MIN.
RATED CLG. ASSEMBLY
ALTERNATE ACOUSTIC ASSEMBLYAT DWELLING UNIT COMMON WALLS
GA-WP 3242- 1 HOUR RATED W/STC 50-54 (SIMILAR)58" TH. SHEETROCK BRAND FIRECODE CORE GYPSUM PANELS (TYPE X),
1532" MIN. OSB SHEAR PANEL- ONE SIDE ONLY,
SEE STRUCTURAL ENGINEERING DWGS.3 " MINERAL OR GLASS FIBER INSULATION IN STUD SPACE
2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.RESILIENT CHANNELS @ 16" O.C. ATTACHED AT RIGHT
ANGLES TO ONE SIDE OF STUDS W/ 1 14" TYPE S DRYWALL SCREWS
SEE FULL GA DESCRIPTION FOR SCREW PATTERN SPACING ANDADDITIONAL INSTALLTION INSTRUCTIONS
7 14"MIN.
RATED CLG. ASSEMBLY3D FIRE PARITION WALL (AT
DWELLING UNIT SEPARATION)INTERIOR SHEAR WALL
3C FIRE PARITION WALL (ATDWELLING UNIT SEPARATION)INTERIOR SHEAR WALL
UL Des. U305- 1 HOUR RATED (SIMILAR)58" TH. SHEETROCK BRAND FIRECODE U
CORE GYPSUM PANELS (TYPE X) BOTH SIDES1532" MIN. OSB SHEAR PANEL- ONE SIDE ONLY,
SEE STRUCTURAL ENGINEERING DWGS.3 12" ACOUSTICAL INSULATION
2" X 6" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.JOINTS FINISHED
OPTIONAL VENEER PLASTER
7 14"MIN.
RATED CLG. ASSEMBLY
TEN
AN
T D
EMIS
ING
PA
RTITI
ON
S(P
ER O
WN
ER'S
SEL
ECTIO
N) C
OO
RDIN
ATE
W/
ARC
HITE
CT
PRIO
RTO
CO
NST
RUC
TION
4B
FIRE PARTITION WALL (ATDWELLING UNIT STAIR WALLS)
UL Des. U305- 1 HOUR RATED58" TH. SHEETROCK BRAND FIRECODE
CORE GYPSUM PANELS (TYPE X) BOTH SIDES3 12" ACOUSTICAL INSULATION
2" X 4" WOOD STUD ( 4" NOMINIAL MIN.) @ 16" O.C.JOINTS FINISHED
OPTIONAL VENEER PLASTER 4 34"MIN.
RATED CLG. ASSEMBLY
A
GA RC 2603- 1 HOUR RATED (UL DES. P522 SIM.)3 TAB ASPHALT SHINGLE ROOF
(UL CLASS A, B OR C ROOFING SYSTEM)W/15 LB FELT MOISTURE BARRIER AND 30 LB FELT
MOISTURE BARRIER AT VALLEYS (2 LAYERS OF 15 LB) 1532" PLYWOOD OR OSB ROOF SHEATHING, (GRADE C-D)
APPLIED AT RIGHT ANGLES TO TRUSSES WITHCONSTRUCTION ADHESIVE AND 6d RING SHANK NAILS 12" O.C.
AIR BAFFLE CHANNELS (MAINTAIN AIR SPACE)PITCH OR PARALLEL WOOD ROOF TRUSSES BUILT
FROM SOLID WOOD FRAMING (12" DEEP MIN. 24" O.C. MAX.)BLOWN-IN CELLOUSE INSULATION OR EQUIV. (R-30 MIN.)
12" TH. METAL FURRING CHANNELS INSTALLED
PERPENDICULAR TO TRUSS AND SPACED 12" O.C.1 LAYER 58" TH. SHEETROCK TYPE X GYPSUM PANELS, JOINTS FINISHED
WITH SMOOTH FINISH
ALTERNATE GA RC 2602:SAME AS ABOVE, HOWEVER IN LIEU OF METAL FURRING CHANNELS,
TWO LAYERS OF 58" TYPE -X SHEETROCK-BASE LAYER APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1 1
4"TYPE W OR S SHEETROCK SCREWS. FACE LAYER APPLIED W/
178" TYPE W OR S SHEETROCK SCREWS, 12" O.C AT JOINTS
PROVIDE DRAFT STOPPING AS REQUIRED BY CODE AT ROOF TRUSSES.
B
C
FLOOR/CEILING ASSEMBLIES
UNRATED ROOF ASSEMBLY3 TAB ASPHALT SHINGLE ROOF
(OR ALTERNATE ROOFING MATERIALSSUCH AS STANDING SEAM METAL OR
FLAT SPRAY ON MEMBRANE ROOF)W/15 LB FELT MOISTURE BARRIER AND 30 LB FELT
MOISTURE BARRIER AT VALLEYS7
16" PLYWOOD OR OSB ROOF SHEATHING, (GRADE C-D)APPLIED AT RIGHT ANGLES TO TRUSSES.
PITCH OR PARALLEL WOOD ROOF TRUSSES(BUILT FROM SOLID WOOD FRAMING)
@ 16" O.C. (24" O.C. MINIMUM) W/CONT. STRONGBACKBRIDGING AS REQ'D. BY JOIST MFG
VENTED VINYL SOFFIT BOARD ATTACHED TOTHE BOTTOM OFTHE TRUSS
E
GA 610-02- 1 HOUR MEMBRANE(2) TWO LAYERS 58" TYPE X GYPSUM APPLIED
TO FRAMING OR FURRING. BASE LAYER APPLIEDAT RIGHT ANGLE TO CLG. FRAMING (MAX. 24" O.C.)
AND ATTACHED W/ 1" TYPE S OR S-12 DRYWALL SCREWS.FACE LAYER APPLIED WITH 1-5
8" TYPE S OR S-12 DRYWALLSCREWS (12" O.C.)AT END AND INTERMEDIATE JOINTS,
AND 1-12" TYPE G DRYWALL SCREWS PLACED 2" BACK ON
EITHER SIDE OF JOINTS. FACE LAYER JOINTS TO BE OFFSET24" FROM BASE LAYER JOINTS. FINISH FACE LAYER.
UL L521- 1 HOUR RATED FLOOR ASSEMBLY- SYSTEM #7FINISH FLOOR AS SCHEDULED
34" THICK (MIN.) FLOOR TOPPING MIXTURE (GYPSUM WITH 1,000 PSI)
OVER 38" METAL LATH EXPANDED GALV. STEEL DIAMOND MESHOPTIONAL: VAPOR BARRIER- 0.030 IN. TH. ASPHALT SATURATED FELT
2332" TH. T & G STUCTURAL PLYWOOD (SEE UL BOOK FOR FASTENING)
12" MIN. DEPTH PARALLEL CHORD TRUSSES @ 16" O.C. (24" O.C. MINIMUM)W/CONT. STRONGBACK BRIDGING AS REQ'D. BY JOIST MFG
GLASS FIBER BATT INSULATION (3 12" THICK MAX.)
RESILIENT CHANNELS 0.020 IN. THICK BY 12" DEEP BY 23
8" WIDE AT THE BASEAND 13
8" WIDE AT THE FACE, SPACED 16" O.C. PERPENDICULARTO THE TRUSSES. SEE UL BOOK FOR FASTENING REQUIREMENTS.
58" THICK GYPSUM BOARD (USG TYPES C, IP-X2, IPC-AR) (SEE UL BOOK FORFASTENING REQUIREMENTS) JOINTS FINISHED W/ SMOOTH FINISH
PROVIDE DRAFT STOPPING AND FIRE BLOCKING AS REQUIREDSEE FULL UL LISTING FOR CEILING DUCT AND DAMPER REQUIREMENTS.
UL L542- 1 HOUR RATED FLOOR ASSEMBLY- SYSTEM #1 FINISH FLOOR AS SCHED.
2332" TH. T & G STUCTURAL PLYWOOD (SEE UL BOOK FOR FASTENING)
12" MIN. DEPTH PARALLEL CHORD TRUSSES @ 16" O.C. (24" O.C. MINIMUM)W/CONT. STRONGBACK BRIDGING AS REQ'D. BY JOIST MFG
R-19 ACOUSTICAL BATT INSULATION (OPTIONAL)2 LAYERS 1
2" THICK THICK GYPSUM BOARD (USG TYPE C), SEE UL BOOK FORFASTENING REQUIREMENTS. JOINTS FINISHED W/ SMOOTH FINISH
(SUBSTITUTE EQUIVALENT MOISTURE RESISTANT GWB ATEXTERIOR FLOOR CONDITION- DENS-GLASS GOLD OR EQUIV.)
PROVIDE DRAFT STOPPING AND FIREBLOCKING AS REQUIREDSEE FULL UL LISTING FOR CEILING DUCT AND DAMPER REQUIREMENTS.
VARI
ES P
ERTR
USS
MFG.
VARI
ES P
ERTR
USS
MFG.
7'-0"
MIN
FROM
FIN.
FLO
OR
7'-0"
MIN
FROM
FIN.
FLO
OR
D FIRE MEMBRANE
HORIZONTAL ASSEMBLY
HORIZONTAL ASSEMBLY
HORIZONTAL ASSEMBLY
3'-4 1
/2" K
NEE
SPAC
E
CLEARKNEE/TOESPACE
9"
1'-1 1
/2"
1'-0"36
" MAX
.
COVER HOTWATER SUPPLY& DRAIN LINESW/ INSULATION
17"-19"
CLMIRROR OVER LAVATORY
ELEVATION
FULL LENGTH MIRROR
ELEVATION
19"
MIN.
48" M
AX
48" M
AX
48" M
AX
PAPER TOWEL
TOWEL, ROBE,PURSE HOOKTOWEL BAR
CLEAR FLOOR SPACE AT WATERCLOSET(ARROWS DENOTE DIRECTION OF APPROACHSOME ELEMENTS MAY OVERLAP SUCH ASDOOR SWING AND LAVATORY, SEE ENLARGEDUNIT PLANS FOR MORE SPECIFIC INFO.)
66" M
IN.
48" MIN.
56" M
IN.
48" MIN.
16"-18"CL CL
56" M
IN.
60" MIN.
CL
ADA WC
PAPERDISP.
30" MINCLEAR
29" M
IN.
27" M
IN.
1'-0"MIN.
1'-1 1
/2" M
IN.
9" MAX.
17" MIN.
GRABBAR39"-41"
18"
17" M
IN.
TO 19
"TO
TOP
OF S
EAT
36" MAX.
33"-3
6"
42" MIN.12"
MAX.
39"-4
1"
16"-18"TO CL.
6"MAX.
12"MIN. 24" MIN.
36" MIN.
33"-3
6"
16"-18" 16"-18"
15"TO16"
17"
TO 19"
30" M
IN.
LENGTH OF TUB
33"-3
6"3"
-6"
18" M
IN.
8"-1
0"
12" MAX.24" MIN.
24"MAX.
4" M
AX.
CO
NTR
OL
END
WA
LL24
" MIN
12" M
IN.
BACK WALL
HEA
D E
ND
WA
LL
REMOVABLESEAT
REMOVABLESEAT
1 2"
ALUM. THRESHOLDADA COMPLIANT
LOW-PROFILE
DOOR SWEEP
MAX. 12" FLOORFINISH @ SILL
DOOR AS SCHED.
NOTE: FURR-OUT ELECTRICAL OUTLETS, ETC. AS REQ'D FOR TYPE A UNITS SO AS NOT EXCEED THE 24" LIMIT INCLUDING THE KITCHEN COUNTER OVERHANG.TYPE B AND FHA UNITS SHALL NOTE EXCEED 25 1
2" SEE CODE SECTIONS FOR OTHER LIMITATIONS AND STIPULATION THAT MAY APPLY, SUCH AS LOCATION RELATIVE TOTHE CORNER AND MULTIPLE OUTLETS AROUND A SINK.
NOTE: FOR TYPE A AND B UNITS (FHA) ON GRADE LEVEL TO MEET ACCESSIBLEROUTE REQUIREMENTS. SLIDING PATIO DOORS WITHIN FHA UNITS HAVEDIFFERING REQUIREMENTS SEE BOOK FOR MORE INFORMATION.
UNRATED EXTERIOR WALLVINYL SIDING (6" EXPOSURE)
OR OWNER SELECTED EQUIVALENTBLDG PAPER OR 15 LB BUILDING FELT AS REQ'D.
716" APA RATED STRUCT. SHEATHING- EXPOSURE 1
2" X 4" WOOD STUDS @ 16" O.C.R-13 BATT INSULATION
12" TH. GYPSUM WALLBOARD, SMOOTH FINISH
5
EXTERIOR WALL TYPES -
UNRATED EXTERIOR WALL4" BRICK VENEER
W/CORRUGATED NAIL-ON BRICK TIEINSTALLED PER MFG. RECOMMENDED SPACING
1" AIR SPACEBLDG PAPER OR 15 LB BUILDING FELT AS REQ'D.7
16" APA RATED STRUCT. SHEATHING- EXPOSURE2" X 4" WOOD STUDS @ 16" O.C.
R-13 BATT INSULATION12" TH. GYPSUM WALLBOARD, SMOOTH FINISH
BRICK TIE AT STUD,16" O.C. MIN., TYPICAL +/- 9 14"
+/- 5 14"
6
UL Des. WL1039-1 HOUR RATED PENETRATION
58" GWB EACH SIDE
OF 2" X 4" WOOD STUD(MINIMUM)
1 12" TH. MINERALWOOL BATT, MIN.
4" OR SMALLERSCHEDULE 10 STEELPIPE W/ 14" TO 1 14"ANNULAR SPACE
12" MIN TH. FILL MATERIALUSG TYPE FC OR EQUIV.
BRICK CONTROL JOINT NOTE:MASON TO PROVIDE VERTICAL EXPANSION JOINTS AND
CONTROL JOINTS AS REQUIRED TO PREVENT CRACKING OFVENEER MASONRY. SEE THE BRICK INDUSTRY
ASSOCIATE AND THE AMERICAN MASONRY INSTITUTE GUIDELINES FOR MORE INFORMATION.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
VARIES
T1.3
RESIDENTIALADA AND RATEDWALL DETAILS
1ADA MOUNTING HEIGHTS AND CLEARANCES (SEE ICC - ANSI A117.1-2009)SCALE:N.T.S. 2
FIRE RESISTIVE CONSTRUCTION (RESIDENTIAL BUILDINGS ONLY)SCALE:N.T.S.
(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A A2.12
A2.13
(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
175'-7" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
44'-6
" (ST
UD T
O S
TUD
)
5'-6
"
SPRINKLERRISER ROOM
OMIT SIDE WINDOWAT SPRINKLER RISER ROOM
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOW
AT UNIT
OMIT SIDEWINDOW
AT UNIT
6'-7
"
4'-7"
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
BRICKVENEER
BRICKVENEER
BRICKVENEER
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
4'-0
"
5'-6
"
4'-0
"
5'-6
"
4'-0
"
5'-6
"
4'-0
"
4'-0
"
A2.11
A2.14
ELECTRICMETERS (5)
ELECTRICMETERS (6)
2'-0
"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 18" = 1'-0"BUILDING 5- FIRST FLOOR PLAN
1
_
A1.1
BUILDING 5FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21FOR
DETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A (SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A (SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
ESPRINKLER
RISER ROOM
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
12"
O.H
.
12"
O.H
.
+/- 7:12 SL.TYPICAL
6:12
SL
6:12
SL
A A
RIDGE
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
12"
O.H
.
12"
O.H
.
EAV
E
6:12
SL
6:12
SL
RIDGE
12"
O.H
.
12"
O.H
.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
E E
EAV
E
EAV
E
6:12
SL
RIDGE
12"
O.H
.
12"
O.H
.
E E
6:12
SL
6:12
SL
6:12
SL
A A
RIDGE
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
EAV
E
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
EAV
E
6:12
SL
RIDGE
12"
O.H
.
12"
O.H
.
E E
6:12
SL12"
O.H.
12"O.H.
12"O.H.
12"O.H.
CONCRETESLAB, BELOW,
TYPICALSPRINKLER
RISER ROOM,BELOW
6:12 SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12SLOPE
4:12SLOPE
4:12SLOPE
4:12SLOPE
4:12SLOPE
4:12SLOPE
EAV
E
EAV
E
EAV
E
EAV
E
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 18" = 1'-0"BUILDING 5- SECOND FLOOR PLAN
1
_
A1.2
BUILDING 5FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 5- ROOF PLAN
2
ELECTRICMETERS (4)
(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
DA2.22
A2.21
A2.24
A2.23
(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D
142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
40'-0
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
4'-0
"
REMOVEWINDOW ATBUILDING #6
STREET SIDE
4'-0
"
BRICK VENEER,TYP.
OMIT SIDEWINDOW AT UNIT
OMIT SIDEWINDOW
AT UNIT
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL
CONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
4'-7"
6'-7
"
BRICK VENEER,TYP.
1'-6
"
1'-6
"
ELECTRICMETERS (3)
SPRINKLERRISER ROOMLOCATION FORBUILDING #6
2'-0
"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 6- FIRST FLOOR PLAN1
_
A1.3
BUILDING 6FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
D D
C C
D D(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
PORCH ROOFBELOW, TYP.
PORCH ROOFBELOW, TYP.
SPRINKLERRISER ROOMLOCATIONFOR BUILDING #6
CRICKETAT OPPOSINGVALLEY, V.I.F.
6:12
SL
6:12
SL
CRICKETAT OPPOSINGVALLEY, V.I.F.
D D
C C
D D
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
RIDGE
RIDGE
RIDGE RIDGERIDGE
RIDGE
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E EAV
E
EAV
EEAV
EEA
VE
EAV
EEA
VE
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
12"
O.H
.
12"
O.H
.12
"O
.H.
12"
O.H
.
6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.
12"O.H. 12"
O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"
O.H
.
12"
O.H
.
12"
O.H
.
12"
O.H
.
CONCRETESLAB, BELOW,
TYPICAL
SPRINKLERRISER ROOM,BELOW
6:12 SL
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 6- SECOND FLOOR PLAN1
_
A1.4
BUILDING 6FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 6- ROOF PLAN2
ELECTRICMETERS (4)
(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D (SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D
142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
40'-0
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
4'-0
"
SPRINKLERRISER ROOMLOCATIONFOR BUILDING #10
REMOVEWINDOW AT
BUILDING #10
STREET SIDE
6'-7"4'-7
"
4'-0
"
BRICK VENEER,TYP.
OMIT SIDEWINDOW AT UNIT
OMIT SIDEWINDOW
AT UNIT
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL
CONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
BRICK VENEER,TYP.
1'-6
"
1'-6
"
A2.32
A2.34
A2.31
A2.33
ELECTRICMETERS (3)
2'-0"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 10- FIRST FLOOR PLAN1
_
A1.5
BUILDING 10FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
D D
C C
D D(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
PORCH ROOFBELOW, TYP.
PORCH ROOFBELOW, TYP.
SPRINKLERRISER ROOM
LOCATIONFOR BUILDING #10
CRICKETAT OPPOSINGVALLEY, V.I.F.
6:12
SL
6:12
SL
CRICKETAT OPPOSINGVALLEY, V.I.F.
D D
C C
D D
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
RIDGE
RIDGE
RIDGE RIDGERIDGE
RIDGE
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E EAV
E
EAV
EEAV
EEA
VE
EAV
EEA
VE
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
12"
O.H
.
12"
O.H
.12
"O
.H.
12"
O.H
.
6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.
12"O.H. 12"
O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"
O.H
.
12"
O.H
.
12"
O.H
.
12"
O.H
.
CONCRETESLAB, BELOW,
TYPICAL
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
6:12
SL
SPRINKLERRISER ROOM,BELOW
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 10- SECOND FLOOR PLAN1
_
A1.6
BUILDING 10FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 10- ROOF PLAN2
(SEE A1.26 FORDETAILED PLAN)
FL1
(SEE A1.28 FORDETAILED PLAN)
FL3
(SEE A1.28aFOR DETAILED
PLAN)
(SEE A1.26 FORDETAILED PLAN)
FL1
92'-0 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
62'-0
" (ST
UD T
O S
TUD
)
68'-5
1/2
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
STREET SIDE
8'-0
"8'
-0"
SPRINKLERRISER ROOM
5'-0
3/4
"
7'-0 1/2"
OMIT BRICK AT INSIDE OFSPRINKLER RISER ROOM
AS REQ'D.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
67'-0
3/4
"
HVAC UNITV.I.F., TYP.
HVAC UNITV.I.F., TYP.
ELECTRICMETERS (5)
ELECTRICMETERS (4)
BRICK VENEER,TYP.
A2.44
A2.41
A2.43
A2.51
A2.42
A2.45
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THE ARCHITECT OR ITSCONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT DOCUMENTS, DELAYS THE COMPLETIONOF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS, OR OTHER ENTITY INVOLVED IN THE PROJECTUNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WAS DISCOVERED OR COULD REASONABLY HAVEBEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR, AND IF APPROPRIATE, TAKE SUCH STEPS AS ARENECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE A WAIVER OF ANY CLAIM FOR DAMAGES, OR ARIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOW A REDUCTION IN THE FEES OTHERWISE DUE THEARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/OR ENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTED WITHOUTPRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THEARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'S PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 12- FIRST FLOOR PLAN1
_
A1.7
BUILDING 12FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
FL3
FL3 FL1
FL1(SEE A1.28 FORDETAILED PLAN)
(SEE A1.26 FORDETAILED PLAN)
(SEE A1.28 FORDETAILED PLAN)
PORCH ROOFBELOW, TYP.
FALSE DECK,TYP.
PORCH ROOFBELOW, TYP.
SPRINKLERRISER ROOM
FL3
FL3
VALLEY
VALLEY
VALL
EY
10:12 SL
HIP
EAVE
EAVE
OVERFRAMEROOFAS REQ'D.
LINE OF WALLBELOW
VALL
EY
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 12- SECOND FLOOR PLAN1
_
A1.8
BUILDING 12FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 12- ROOF PLAN2
(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
A2.61
A2.64
(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
175'-7" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
44'-6
" (ST
UD T
O S
TUD
)
5'-6
"
SPRINKLERRISER ROOM
OMIT SIDE WINDOWAT SPRINKLER RISER ROOM
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOW
AT UNIT
OMIT SIDEWINDOW
AT UNIT
6'-7
"
4'-7"
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
BRICKVENEER
BRICKVENEER
BRICKVENEER
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
4'-0
"
5'-6
"
4'-0
"
5'-6
"
4'-0
"
5'-6
"
4'-0
"
4'-0
"
A2.62
A2.63
ELECTRICMETERS (5)
ELECTRICMETERS (6)
2'-0
"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 18" = 1'-0"BUILDING 18- FIRST FLOOR PLAN
1
_
A1.9
BUILDING 18FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21FOR
DETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A (SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
E(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A (SEE A1.24 FORDETAILED PLAN)
E(SEE A1.24 FORDETAILED PLAN)
ESPRINKLER
RISER ROOM
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
BRICK VENEER AT UNIT,SEE ELEVATION FORMORE INFORMATION
12"
O.H
.
12"
O.H
.
+/- 7:12 SL.TYPICAL
6:12
SL
6:12
SL
A A
RIDGE
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
12"
O.H
.
12"
O.H
.
EAV
E
6:12
SL
6:12
SL
RIDGE
12"
O.H
.
12"
O.H
.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
E E
EAV
E
EAV
E
6:12
SL
RIDGE
12"
O.H
.
12"
O.H
.
E E
6:12
SL
6:12
SL
6:12
SL
A A
RIDGE
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
EAV
E
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
EAV
E
6:12
SL
RIDGE
12"
O.H
.
12"
O.H
.
E E
6:12
SL12"
O.H.
12"O.H.
12"O.H.
12"O.H.
CONCRETESLAB, BELOW,
TYPICALSPRINKLER
RISER ROOM,BELOW
6:12 SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12
SL
4:12SLOPE
4:12SLOPE
4:12SLOPE
4:12SLOPE
4:12SLOPE
4:12SLOPE
EAV
E
EAV
E
EAV
E
EAV
E
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 18" = 1'-0"BUILDING 18- SECOND FLOOR PLAN
1
_
A1.10
BUILDING 18FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 18- ROOF PLAN
2
ELECTRICMETERS (4)
(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D (SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D
142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
40'-0
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
4'-0
"
SPRINKLERRISER ROOM
LOCATION FORBUILDING #39
STREET SIDE
4'-0
"
BRICK VENEER,TYP.
OMIT SIDEWINDOW AT UNIT
OMIT SIDEWINDOW
AT UNIT
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL
CONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
BRICK VENEER,TYP.
1'-6
"
1'-6
"
A2.72
A2.74
A2.71
A2.73
ELECTRICMETERS (3)
10 1 2"
6'-7
"
4'-7"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 39- FIRST FLOOR PLAN1
_
A1.11
BUILDING 39FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
D D
C C
D D(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
PORCH ROOFBELOW, TYP.
PORCH ROOFBELOW, TYP.
SPRINKLERRISER ROOM
LOCATION FORBUILDING #39
6" O.H
.6" O.H
.
6"O.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
6:12
SL
6:12
SL
CRICKETAT OPPOSINGVALLEY, V.I.F.
D D
C C
D D
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
RIDGE
RIDGE
RIDGE RIDGERIDGE
RIDGE
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E EAV
E
EAV
EEAV
EEA
VE
EAV
EEA
VE
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
12"
O.H
.
12"
O.H
.12
"O
.H.
12"
O.H
.
6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.
12"O.H. 12"
O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"
O.H
.
12"
O.H
.
12"
O.H
.
12"
O.H
.
CONCRETESLAB, BELOW,
TYPICAL
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
SPRINKLERRISER ROOM,
BELOW
6:12 SL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 39- SECOND FLOOR PLAN1
_
A1.12
BUILDING 39FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 39- ROOF PLAN2
ELECTRICMETERS (4)
(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D (SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.23 FORDETAILED PLAN)
D(SEE A1.23 FORDETAILED PLAN)
D
142'-1" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
40'-0
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
4'-0
"
REMOVEWINDOW ATBUILDING #40
STREET SIDE
4'-7"
6'-7
"
4'-0
"
BRICK VENEER,TYP.
OMIT SIDEWINDOW AT UNIT
OMIT SIDEWINDOW
AT UNIT
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.GRADE-LEVEL
CONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
GRADE-LEVELCONC. SLAB, TYP.
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
BRICK VENEER,TYP.
1'-6
"
1'-6
"
A2.82
A2.84
A2.81
A2.83
ELECTRICMETERS (3)
2'-0
"
SPRINKLERRISER ROOMLOCATION FORBUILDING #40
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 40- FIRST FLOOR PLAN1
_
A1.13
BUILDING 40FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
D D
C C
D D(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.23 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
BRICK VENEERAT UNIT,SEE ELEVATIONSFOR MORENFORMATION
PORCH ROOFBELOW, TYP.
PORCH ROOFBELOW, TYP.
SPRINKLERRISER ROOM
LOCATIONFOR BUILDING #40
CRICKETAT OPPOSINGVALLEY, V.I.F.
6:12
SL
6:12
SL
CRICKETAT OPPOSINGVALLEY, V.I.F.
D D
C C
D D
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
6:12
SL
RIDGE
RIDGE
RIDGE RIDGERIDGE
RIDGE
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E
EAV
E EAV
E
EAV
EEAV
EEA
VE
EAV
EEA
VE
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
+/- 7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
12"
O.H
.
12"
O.H
.12
"O
.H.
12"
O.H
.
6:12 SL. 6:12 SL. 6:12 SL.6:12 SL.
12"O.H. 12"
O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"
O.H
.
12"
O.H
.
12"
O.H
.
12"
O.H
.
CONCRETESLAB, BELOW,
TYPICAL
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
SPRINKLERRISER ROOM,
BELOW
6:12 SL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 40- SECOND FLOOR PLAN1
_
A1.14
BUILDING 40FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 40- ROOF PLAN2
PDR
CL.
KITCHEN
CONC.PATIO
LIVINGROOM
DININGROOM
PAN.
ENTRY
LA.
BATH#2
BATH#1
CL.
CL.
CL.
BEDROOM #1
BEDROOM#2
CL.
LIN.
ENTRY
BEDROOM #1
BATH#1
CL.
COVEREDPATIO/
SUNROOMDININGROOM
LIVINGROOM
LAUND.
KITCH.(SEE 2ND FLOOR
FOR DIMS)
PAN.
BEDROOM #2
BATH#2
CL. CL.
BEDROOM #3
CLOSET
CL.
CL.
ENTRY
BEDROOM #1
BATH#1
CL.
COVEREDPATIO/
SUNROOM
DININGROOM
LIVINGROOM
KITCH.
PAN.
BEDROOM #2
BATH#2
CL. CL.
BEDROOM#3
CLOSET
CL.
CL.LAUND.
ENTRY
BEDROOM #1
BATH #1CLOSET
CL.
ENTRY
COVEREDPATIO/
SUNROOMDININGROOM
LIVINGROOM
LAUNDRY
KITCH
BEDROOM#2
BATH#2
CL. CL.
BEDROOM #3
CLOSET
CL.
CL.
PANTRY
PDR.
LIVINGROOM
CONC.PATIO
STOR.
DINING ROOM
KITCHEN
ENTRY
LA.
BATH#1
BEDROOM #1
BATH#2
CL.
BEDROOM#2
BEDROOM#3
CL.
LIN.
CLOSET CL.
GARAGE
CL.
PAN.(PRHT)
PDR
LIVINGROOM
PATIO
FOYER
DININGROOM
KITCHEN
BATH #2
CL.
BEDROOM #2 BEDROOM #3
BEDROOM #1
WIC
CL.
BATH#1
L.
LIN.
CL.
LIVINGROOM
FOYER
GARAGE
PDR
CL.
COVEREDPORCH
CONC.PATIO
PAN.
KITCHENBREAKFAST
LIN.
BEDROOM #1
BEDROOM #2
CL.
CL.
BATH#2
CL.
CL.
BATH#1
LA
COVEREDPATIO
LAUNDRY
DININGROOM
BATH#1
CLOSET
BEDROOM#1
KITCH.
PAN.
STORAGE
LIVINGROOM
COVEREDPATIO
ENTRY
LAUNDRY
DININGROOM
BATH#1
CLOSETBEDROOM
#1
KITCH.
STORAGE
LIVING ROOM
CL.ENTRY
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
A1.20
UNIT FLOORPLAN
COMPARISON
UNIT A - FIRST FLOOR PLAN1
SCALE: 18" = 1'-0"
SHEET NOTE:THIS SHEET IS FOR BASIC LAYOUT COMPARISON
ONLY. DO NOT SCALE THIS DRAWINGS.SEE THE INDIVIDUAL UNIT PLANS FOR DIMENSIONS.
UNIT A - SECOND FLOOR PLAN2
SCALE: 18" = 1'-0"
UNIT FL3 - FIRST FLOOR PLAN11
SCALE: 18" = 1'-0"UNIT FL3 - SECOND FLOOR PLAN
12SCALE: 18" = 1'-0"
UNIT FL3 ADA - FIRST FLOOR PLAN13
SCALE: 18" = 1'-0"
UNIT C - FIRST FLOOR PLAN3
SCALE: 18" = 1'-0"UNIT C - SECOND FLOOR PLAN
4SCALE: 18" = 1'-0"
UNIT D - FIRST FLOOR PLAN5
SCALE: 18" = 1'-0"UNIT D - SECOND FLOOR PLAN
6SCALE: 18" = 1'-0"
UNIT E - FIRST FLOOR PLAN7
SCALE: 18" = 1'-0"UNIT E - SECOND FLOOR PLAN
8SCALE: 18" = 1'-0"
UNIT FL1 - FIRST FLOOR PLAN9
UNIT FL1 - SECOND FLOOR PLAN10
SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"
LINE OF PORCHROOF ABOVE
PDR
CL.
UP
15 T
, 16R
KITCHEN
RAISED BAR
SINK
RANGE
REFRIG.
CONC.PATIO
LIVINGROOM
DININGROOM
DWBELOW
HW
PAN.
ELEC.PANEL 2
4
5
6
1
A
B
ENTRY
ACCESSPANEL
(22" X 36")
OPTIONAL:WINDOWS
AT BLDG. ENDWALL ONLY,
SEE ELEVATIONS
17'-0 1/2"
36'-0
"
+/- 1
2'-8
3/4
"+/
- 23'
-3 1
/4" O
UTSI
DE
OF
WA
LL T
O P
RHT
KNEE
WA
LL
CLCL
5'-6"7'-4 1/4"
5'-1
0"
11'-5
1/4
"3'
-1 3
/4"
+/- 6
'-9"
+/- 1
4'-8
"8'
-0"
46'-0
"
4'-4 1/2" 7'-10 3/4" 4'-9 1/4"
CL
2'-0
"
3'-7 1/2"12'-11 1/2"
8'-11 1/2" INSIDE OF STUDTO OUTISDE OF KNEE WALL 4'-0"
6'-6 1/2" 3'-3" 4'-6" 2'-3 1/2"
2'-0
"8'
-2 1
/4"
2'-6
1/2
"
WC
S & R66"
4 SHELVES36",48",
60", &72"
3
OPTIONAL:WINDOWSAT BLDG. ENDWALL ONLY,SEE ELEVATIONS.
A3.11
C
3A
OR
5
TYP
5
3AOR
1
2
TYP
DABOVE
FLOORDRAIN, SEEPLUMBINGENG. FOR
MORE INFO
6'-4
"
2'-0
"
4'-2 1/4"
3'-0" MAX.
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS
8'-0"
SHELFABOVE
12"
B
5'-6
"
6OR
6" X6" PT POST
LINE OFCONCRETESLAB
+/-
3 1/
2"
+/-
3'-9
1/2
"
2" X 6"KNEE WALL
2" X 4"KNEE WALL
TYP
2
36" MIN.FINISHED
CLR.
3B
OR
3C
OR
3D 3BOR3COR3D
CL
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURERTO PROVIDE TESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS ORFIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
A
5'-1
1 1 2"
U.D
.
2'-11 12" U.D.
B
SINGLE HUNG WINDOW (EGRESSW/OPENING LIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
SINGLE HUNGWINDOW
4'-1
1 1 2"
U.D
.
3'-0" R.O.
6'-0
" R.O
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
POWDER ROOMLIVING ROOMDINING ROOM
STORAGE CLOSETCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
CARPETVINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 134" 3'-0" 6'-8" 1
23
ALUM./GLASS
4567
89
10
TYPE
B
111213141516
METAL EXTERIOR INSWING DOOR W/TRANSOM
WOOD1'-6" 6'-8" 6FHC WOOD/COMP C 1 38"WOOD2'-0" 6'-8" 6FHC WOOD/COMP C 1 38"WOOD2'-0" 6'-8"FHC WOOD/COMP C 1 38"WOOD2'-6" 6'-8"FHC WOOD/COMP C 1 38"
GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASSD 1 38" 6'-8"6'-0"1 38" 3-6" 6'-8" 6AFHC WOOD/COMP1 38" 3'-6" 6'-8" 6AFHC WOOD/COMP
INTERIOR SINGLE SWING DOOR
WOOD2'-0" 6'-8" 2FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR
WOOD2'-6" 6'-8" 3FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR
WOOD2'-0" 6'-8" 6FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOORWOOD2'-6" 6'-8" 3FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOORWOOD2'-0" 6'-8" 2FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR
3'-0" 6'-8" 6A3'-0" 6'-8" 6A 1 38"FHC WOOD/COMP
1 38"FHC WOOD/COMP
1 38" 5'-0" 6'-8" 6AFHC WOOD/COMP
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
26
4INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
WOODWOOD
WOOD
WOODWOOD
HARDWARE SETS:SET #1: ENTRY PASSAGE SET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP,SET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: NOT USEDSET #6: PASSAGE SET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD, ROT-RESISTANTJAMB AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW & DOOR HEADERSIZING, TYP.
INTERIOR DOUBLESWING DOOR RAISEDPANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASS DOORSEE PLAN FOR OPERABLE SIDE,BASED ON PLY-GEM BUILDERSERIES 5700 SLIDING PANEL DOOR
DOOR TYPE: D
EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
8'-0
" R.O
.
6'-8
"4"
12"
+/- 6
'-8" R
.O.
+/- 6'-0" R.O.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH
POWDERBATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR WIDTH
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
5 LAMP- 36"
39"48"36"
39"48"36"
40" W/ 6" BANJO49"
WALL TO WALL V.I.F.
5 LAMP- 36"
3'-6
"
OPEN
9'-0
"
3'-0
"1'
-6"
3'-6
"1'
-0"
SEEDETAIL17/A4.1
SEEDETAIL16/A4.1
DN
3'-4"
WASH
DRYERLA.
BATH#2
TUB/SHOWER42" X 60"
BATH#1
CL.
CL.
CL.
BEDROOM #1
BEDROOM#2
ATTIC ACCESSDOOR (20 MIN.)INSULATE PERCODE
CL.
TUB/SHOWER42" X 60"
LIN.
11
15
16
8
7
1413
12
9
10
B B
B B
+/- 3
'-7"
5'-1
3/4
"
4'-1
1"4'
-8 1
/4"
5'-4
1/2
"5'
-6 1
/4"
10'-7
"
10'-1
1 1/
4"+/
- 5'-3
1/4
"+/
- 6'-2
1/2
"+/
- 3'-0
"5'
-5 1
/4"
2'-2 1/4"10'-6"4'-4 1/4"
4'-4 1/2" 7'-10 3/4" 4'-9 1/4"
14'-3 1/2"
2'-4 1/2"
9'-10 3/4" 4'-4 3/4"
6'-3 1/4"3'-5 1/2" 6'-10 1/4"
2'-4 1/2" 14'-2 1/2"
36'-0
"
17'-0 1/2" CLCL
WC
WC
S &
R -
42" &
84"
S &
R -
42" &
84"
4 SHELVES36",48",60",72"
S &
R -
66"
S &
R -
66"
OPTIONAL:WINDOW
AT BLDG. ENDWALL ONLY
A3.11
3A
TYP
3A
TYP
5
TYP
5
1TYP
2
2
2
2'-1
1 1/
2"
3'-2 3/4"
5'-1
0"
B1'
-4"
INSI
DE
DIM
.
HVACCHASE,SEE MECH.
FURR-OUTWALL AS
REQ'D. FORPLUMBING
V.I.F.
1
TYP
PRHT WALL,SEE 8/A4.1
+/- 3 1/2"
SLOPEDFLOOR,SEESECTIONFORMOREINFO.
LINE OF AHU ABOVE,SEE MECH. DRAWINGS
6OR
CLCL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.21
UNIT ABUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
POWDER ROOMLIVING ROOMDINING ROOM
STORAGE CLOSETCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
CARPETVINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
3'-1
1 1 2"
U.D
.
SINGLE HUNGWINDOW
BA
SINGLE HUNG WINDOW (EGRESSW/OPENING LIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
4'-0
" R.O
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
3'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
4'-0
" R.O
.
SINGLE HUNGWINDOW
C
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDETESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXEDOPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
CL.
UP
15 T
, 16R
RAISED BAR
REFRIG.
PANTRY
PDR.
LIVINGROOM
CONC.PATIO
STOR.
HW
DWBELOW
RANGE
SINK
DINING ROOM
KITCHEN
ENTRY
B
1
2
3
4
5
6
A
+/- 1
8'-1
0"
6'-7 3/4" 9'-0 1/2" 6'-2"
CL
14'-1
0"6'
-7"
6'-3
1/2
"7'
-9 1
/2"
35'-6
"
10'-11 1/8" 10'-11 1/8"
2'-0
"8'
-0"
45'-6
"
21'-10 1/4"CL CL
2'-1
0"13
'-10"
5'-9
"2'
-6 1
/2"
11'-4
1/2
"13
'-10"
5'-3 1/4" 12'-4" 3'-9 1/2"
3'-7 3/4"4'-7"13'-2"
WC
S & R - 66"
4 SHELVES36",48",60",72"
CL
2'-0
"2'
-0"
A3.31
ELEC. PANEL(2"X6" WALL)
5
TYP
5
1
2
1
DABOVE
LINE OF PORCHROOF ABOVE
1 TYP
FLOORDRAIN, SEEPLUMBINGENG. FOR
MORE INFO
B
6" 6"
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS
3'-0" MAX.
8'-0"
SHELFABOVE
B OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS
6" X6" PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
2" X 4"KNEE WALL
2" X 6"KNEE WALL
4'-1
1"
+/-
4'-0
3/4
"
3AOR3B
OR3COR3D
6OR
7'-5" 4'-11"
DN
LA.
BATH#1
TUB/
SHO
WER
42" X
60"
BEDROOM #1
BATH#2
CL.
BEDROOM#2
BEDROOM#3
CL.
LIN.
ATTICACCESSDOOR(20 MIN.)
TUB/SHOWER30" X 60"
B B
BB
78
11
10
12 13
1514
16
17
CL
3'-1"
12'-7
1/4
"5'
-4 1
/2"
12'-2
"
35'-6
"
2'-3
1/2
"
6'-3
"2'
-10
1/2"
+/-
2'-8
1/4
"10
'-4"
6'-7 3/4" 9'-0 1/2" 6'-2"
CL CL
21'-10 1/4" CL
9'-6" 5'-3 3/4"
15'-2 3/4" 6'-2"
5'-5 1/2" 4'-7"5'-2 1/4"
6'-2"
7'-1 3/4" 6'-6"
3'-6"
10'-9"
3'-0"4'-3"2'
-3 1
/2"
WC
WC
4 SH
ELV
ES36
",48"
,60"
,72"
S & R - 66"
S & R - 66"
LINE OF PORCHROOF ABOVE
A3.31
5
TYP
5 OR
1
TYP 2
2
CLOSETS & R - 66"
10'-7 3/4"
2'-5
1/2
"7
1/4"
3'-5
3/4
"
CL. S & R - 66"
WASHDRYER
1
3'-6" 4'-3"
9
KNEE WALL
B
OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS
23 3 4"
+/- 7
'-10
3/4"
V.I.
F.W
/ HE
AD
HG
T.
C
3'-11 1/2"
10'-9"10'-7 3/4"
FURR-OUTWALL ASREQ'D. FORPLUMBING
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
6
6'-11 1/2"
3'-0" MIN.CLR.
1
TYP
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 3'-0" 6'-8" 123456789
10
TYPE
B
WOOD1 38" 2'-0" 6'-8" 6WOODC
1 38" 3'-6" 6'-8" 6A1 38" 3'-6" 6'-8" 6
1 38" 2'-6" 6'-8" 6C
1 38" 2'-0" 6'-8" 6FHC WOOD/COMP C
6'-0" 6'-8" 4D 1 38"
WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP C
WOOD1 38" 6'-8"C
FHC WOOD/COMP
FHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
11 1 38" 2'-4" 6'-8" 2FHC WOOD/COMP
12 1 38" 2'-4" 6'-8" 2CFHC WOOD/COMP
13 1 38" 1'-8" 6'-8" 6CFHC WOOD/COMP
14 1 38" 2'-6" 6'-8" 3CFHC WOOD/COMP
15 1 38" 4'-0" 6'-8" 6WOODAFHC WOOD/COMP
16 1 38" 2'-6" 6'-8" 3CFHC WOOD/COMP
17 1 38" 4'-0" 6'-8" 6WOODAFHC WOOD/COMP
GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASS
FHC WOOD/COMP
AC
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
METAL 134"
WOODWOODWOODWOODWOODWOOD
WOOD
WOOD
INTERIOR SINGLE SWING DOOR
ALUM./GLASS EXTERIOR INSWING DOOR W/TRANSOM
INTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
WOOD1 38" 5'-0" 6'-8" 6AFHC WOOD/COMP INTERIOR DOUBLE SWING DOOR2'-6" 3
HARDWARE SETS:SET #1: ENTRY PASSAGE SET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP,SET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: NOT USEDSET #6: PASSAGE SET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD, ROT-RESISTANTJAMB AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW & DOOR HEADERSIZING, TYP.
INTERIOR DOUBLESWING DOOR RAISEDPANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASS DOORSEE PLAN FOR OPERABLE SIDE,BASED ON PLY-GEM BUILDERSERIES 5700 SLIDING PANEL DOOR
DOOR TYPE: D
EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
8'-0
" R.O
.
6'-8
"4"
12"
+/- 6
'-8" R
.O.
+/- 6'-0" R.O.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH
POWDERBATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR WIDTH
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
45"36"36"
45"36"36"
45" TO KNEE WALL
37" W/ 6" BANJO37" W/6" BANJO
5 LAMP- 36"3 LAMP- 24"
3'-6
"
OPEN
9'-0
"
SEEDETAIL17/A4.1
SEE DETAIL16/A4.1
WINDOW ASSCHEDULED
3'-0
"1'
-6"
3'-6
"1'
-0"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.22
UNIT CBUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
ELEC.PANEL
GARAGE
SHELF &ROD- 26"
CL.
4 SHELVES36",48",60",72"
PAN.(PRHT)
PDR
LIVINGROOM
UP 15 T, 16R
12'-3"12'-3 1/4"
8'-0
"
8'-0"
PATIO
FOYER
DININGROOM
4'-3
"9'
-4"
14"
4'-4
"5'
-2"
3'-0
"
36'-0
"
16'-3
1/2
"19
'-8 1
/2"
24'-6 1/4"
14'-3 1/2"
8'-6 3/4" 1'-2 1/2"
5'-2 1/2" 6'-0" 3'-2 3/4" 6'-11" 3'-2"
3'-4
1/2
"
6'-0
"
2" X 6" WALL
2" X 6" KNEE WALL
A3.32
A3.33
CL CL
CL CL
RAISED BAR
DWBELOW SINK
RANGE
REFRIG.
KITCHEN
6"6"
4.5" DIA.BOLLARDS
+/- 4'-3 1/2"
WRAPBRICKAT (24")CORNERON BLDGEND
3'-1
1 1/
2"4'
-9 1
/2"
OPTIONAL:WINDOWSAT BLDG.END WALLONLY
OPTIONAL:WINDOWSAT BLDG.END WALLONLY
6" X 6"PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
2" X 4"KNEE WALL
HW
12
13
14
15
16
17
18
A
AAA
B
BRICK LINTELABOVE BYENGINEER
DABOVE
3'-0" MIN.CLR.
2
1
1
5
3AOR3B
OR3COR3D
4
3ASIM.
3ASIM.
6
+/- 8
'-7 1
/2" T
O K
NEE
WA
LL
8'-11 3/4" 2'-0"
2'-0
"
+/- 5'-1 1/2"
4'-1
"+/
- 3'-2
"
+/- 7'-11 1/2"
4'-1
0 1/
2"2'
-3"
3'-4
1/2
"
5'-1 1/2" 2'-5" 5'-6 1/2"
V.I.F.
4" STEPMIN.
10'-11 3/4"
+/- 6'-9 1/2" +/-
2'-9
"
CL
CL
CL
13'-1"
24'-6 1/4"
SLO
PE T
OD
RAIN
4'-5 1/2"
7'-10 1/4"
15 T, 16R
BATH #2
CL.
BEDROOM #2 BEDROOM #3
BEDROOM #1
WIC
2 SH
ELV
ES54
" & 6
6"
S & R- 84" & 42"
CL.
BATH#1
L.
6'-4" 11'-10 1/4"
3'-4 1/2" 3'-5"
6'-0 3/4" 3'-2"
10'-9
"3'
-9"
8'-1
1 1/
2"5'
-4"
12'-3
1/2
"8'
-10"
12'-7
"
24'-6 1/4"
36'-0
"
9'-2 3/4"
CL CL
CL CL
6'-4"
ATTIC ACCESS22 14" X 32"
8'-6"
4'-3"
SHELF & ROD- 66"
3'-2"
3'-0
"
LIN.
4'-0"
2'-3
1/2
"
8'-8 1/4" 7'-11 1/2"
WASH
DRYDN
KNEEWALL
TUB/SHOWER30" X 60"
SHELF &ROD- 66"
CL.
S &
R- 8
4" &
42"
WRAPROOF ATCORNERON BLDGEND
4'-2
1/2
"
OPTIONAL:WINDOWSAT BLDG.END WALLONLYTUB/
SHOWER42" X 60"
1
2
3
4
5
6
7
8
9
10
11
C
AA
A A
B
A3.32
A3.33
LINE OF AHU ABOVE,SEE MECH. DRAWINGS
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
1
1
5
5
5
2
1
2
2
1
22'-6"MIN.
16'-1 1/4" 7'-11 1/2"
15'-3 1/2"
12'-1 3/4"2'-3 1/2"
9'-7 1/2"
7 1/
4"
5'-3
1/2
"5'
-5 3
/4"
3'-9
3/4
"
6'-2
1/2
"
2'-7
1/2
"12
'-3 1
/2"
9'-3
1/2
"
1'-4"
3'-0
"
+/- 3
'-9 1
/2"
+/- 5
'-2" ALIGN
STAIR SIDEOF WALLS
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
B
4'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
5'-0
" R.O
.
SINGLE HUNGWINDOW
C
4'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
4'-0
" R.O
.
SINGLE HUNGWINDOW
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
FOYERKITCHEN
POWDER ROOMLIVING ROOMDINING ROOMCOAT CLOSETS
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
CARPETVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
TYPE MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 1 38" 2'-0" 6'-8" 7
23456789
10
TYPE
B
WOOD1 38" 2'-4" 6'-8" 2B
1 38" 2'-6" 6'-8" 3WOODB1 38" 4'-0" 6'-8" 7WOODA
1 38" 2'-0" 6'-8" 2B
1 38" 2'-8" 6'-8" 3FHC WOOD/COMP B
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B1'-6" 6'-8" 7B 1 38"
WOOD1 38" 1'-4" 6'-8" 7FHC WOOD/COMP B
WOOD1 38" 4'-0" 6'-8" 7A
12131415161718
METAL2" 9'-0" 7'-0" 6D
6'-8"C1 38" 2'-0" 6'-8" 7WOODB
2'-0" 6'-8"
INSULATED METAL
WOODB
METAL 3'-0" 6'-8"E 20 MINUTE RATED DOOR/FRAME
2
5METAL 11 34" 3'-0" 6'-8" ALUMINIUM/GLASSF
1 38" 6'-0" 4GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASS
WOOD1 38" 1'-4" 6'-8" 7FHC WOOD/COMP B
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMP
FHC WOOD/COMP
METAL/WOOD
FHC WOOD/COMP
WOODWOOD
WOODWOOD
11 WOOD5'-0" 6'-8" 7FHC WOOD/COMP A
FHC WOOD/COMP
1 38"
2"
1 38"
FHC WOOD/COMP
INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
EXTERIOR INSWING DOOR W/TRANSOM
EXTERIOR GARAGE DOOR
HARDWARE SETS:SET #1: ENTRY DOOR LOCKSET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOPSET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: PASSAGE LOCKSET: BUTTS, STOP WITH DEADBOLT, SELF-CLOSING, SELF-LATCHINGSET #6: TRACKS PER MFG.SET #7: PASSAGE LOCKSET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WEHRE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD AND BRICKMOULD (AS APPLICABLE)
INTERIOR DOUBLESWING DOORRAISED PANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE
DOOR TYPE: D
GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS
DOOR TYPE: E
INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL
DOOR TYPE: F
EXTERIOR INSULATEDSWING DOORW/ TRANSOM
DOOR LEGEND:
8'-0
" R.O
.
4"12
"6'
-8"
+/- 6
'-8" R
.O.
+/- 6'-0" R.O. 9'-0" R.O.
7'-0
" R.O
.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH
POWDERBATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR WIDTH
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
5 LAMP- 36"
48"42"30"
48"42"30"
48" TO KNEE WALL43"31"
5 LAMP- 36"OPEN
OPEN
3'-6
"
9'-0
"
SEE DETAIL16/A4.1
SEE DETAIL17/A4.1
3'-0
"1'
-6"
3'-6
"1'
-0"
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDINGINSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.23
UNIT DBUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
LINE OF EAVEABOVE
A3.41
SHEL
F&
RO
D-
66"
LIVINGROOM
FOYER
GARAGE
PDR
CL.
COVEREDPORCH
19'-8
"
37'-6
"
4'-4 1/4"13'-6"
1'-2 1/2"
3'-9
"3'
-3 1
/2"
11'-8
"+/
- 6'-9
" V.I.
F.
44'-6
"
2'-4 1/2"
2'-8"
UP
15 T
, 16R
ELEC.PANEL
8'-0
"
8'-0"
7'-2 1/4"10'-8"
CONC.PATIO
17'-10 1/4"
18"
+/- 3
'-6"
7'-0
"
2" X 6"WALL
4 SHELVES36",48",60",72"
PAN.
KITCHENBREAKFAST
5'-7
"10
'-2 1
/2"
15'-0
1/2
"9'
-6" T
O O
UTSI
DE
OF
KNEE
WA
LL
4'-0 1/2" TOKNEE WAL 3'-7 1/2"
9'-1" 3'-4"
3'-4"
4'-7"10'-5 1/4"
2'-0"
1'-5
5/8
"
+/- 6
'-5 1
/2"
20'-1
1/2
"
AC
CES
SD
OO
R24
" X 3
0"
CL CL
CLCL
2'-5
"
RAISED BAR
DWBELOW
SINK
RANGE
REFRIG.
+/- 8'-6 1/4"
OPTIONAL:WINDOWS
AT BLDG. ENDWALL ONLY
1'-9
"5'
-3"
6" X6"PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
HW
B
B
11
18
15
16
14
12
13
17
2" X 4"KNEE WALL
2" X 6"KNEE WALL
A3.42
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRSD ABOVE
5
3AOR3B
OR3C OR
4" STEPMIN.
3ASIM.
3ASIM.
4
6
5
6
2
1
CL
1'-2"2'-5 1/2"3'-10 1/2"
CL
1'-4 1/4"
4'-6
3/8
"
HVAC UNIT
1'-2
"
9'-4
"13
'-10
1/2"
BRICK LINTELABOVE BYENGINEERSL
OPE
TO
DRA
IN
RAISEDPLATE HT.AS REQ'D.
36"MAX.
3D
A
SINGLE HUNGWINDOW
4'-0
" R.O
.
3'-0" R.O.
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
B
4'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
5'-0
" R.O
.
SINGLE HUNGWINDOW
C
2'-11 12"U.D.
3'-1
1 1 2"
U.D
.
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
FOYERKITCHEN
POWDER ROOMLIVING ROOM
BREAKFAST AREACOAT CLOSETS
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
VINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 1 38" 4'-0" 6'-8" 7
23
WOOD
456789
10
TYPE
A
WOOD1 38" 4'-0" 6'-8" 7A
1 38" 2'-6" 6'-8" 7B1 38" 2'-6" 6'-8" 7B
1 38" 2'-0" 6'-8" 7B
1 38" 2'-4" 6'-8" 2FHC WOOD/COMP B
WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B5'-0" 6'-8" 7A 1 38"
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
WOOD
WOODWOOD
WOODWOOD
INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
HARDWARE SETS:SET #1: ENTRY DOOR LOCKSET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOPSET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: PASSAGE LOCKSET: BUTTS, STOP WITH DEADBOLT, SELF-CLOSING, SELF-LATCHINGSET #6: TRACKS PER MFG.SET #7: PASSAGE LOCKSET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WEHRE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD AND BRICKMOULD (AS APPLICABLE)
INTERIOR DOUBLESWING DOORRAISED PANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE
DOOR TYPE: D
GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS
DOOR TYPE: E
INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL
DOOR TYPE: F
EXTERIOR INSULATEDSWING DOORW/ TRANSOM
DOOR LEGEND:
8'-0
" R.O
.
4"12
"6'
-8"
+/- 6
'-8" R
.O.
+/- 6'-0" R.O. 9'-0" R.O.
7'-0
" R.O
.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP
POWDER
BATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR
24"42"36"
24"42"36"
25" W/6" BANJO43"
WALL TO WALL, V.I.F.5 LAMP- 36"3 LAMP- 24"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
3'-0
"1'
-6"
3'-6
"1'
-0"
OPEN
3'-6
"
9'-0
"
9'-0
"
SEEDETAIL
17/A4.1
SEE DETAIL16/A4.1
ATTICACCESS22 14" X 32"
SHEL
F &
RO
D- 6
6"S
& R
- 84"
& 4
2"
4 SHELVES36",48",60",72"
LIN.
BEDROOM #1
BEDROOM #2
CL.
CL.
BATH#2
SHEL
F &
RO
D- 6
6" CL.
CL.
WASH
DRYER
2 SH
ELV
ES54
" & 6
6"
BATH#1
2" X 6"WALL
4'-6 1/4"4'-4"
37'-6
"
6"
7'-9 3/4"10'-0 1/2"
2'-4 1/2"
12'-3
3/4
"2'
-4 1
/2"
+/- 1
1'-1
1"6'
-2 1
/2"
4'-8
1/4
"2'-4 1/2"15'-0 1/4"
15'-0 1/4"
7'-3
5/8
"7'
-4 5
/8"
5'-6
"5'
-6"
11'-9
3/4
"3'-2"3'-6"10'-8 3/4"
3'-1"7'-7 1/4" 3'-1"
6'-8 1/2"
+/- 3
'-6"
3'-7 1/2"
CUT FLOOROF CLOSETFOR STAIR
HEAD HT. ASREQ'D.
DN
4:12
SL.
LINE OF WALLBELOW
+/- 1
0'-3
" STA
IR R
OUG
H O
PEN
ING
9'-0
1/2
"
LA
S &
R- 8
4" &
42"
CL CL
CLCL
3'-4"
9'-0"
WINDOW ATHIP ROOF ONLY
4:12
SLO
PE 4:12 SL.
1'-9
"
3'-1"
1
TUB/SHOWER42" X 60"
TUB/
SHO
WER
30" X
60"
OPTIONAL:WINDOWS ATBLDG. ENDWALL ONLY
1
A A
B
AC
2
3
45
6
7
8
9
10
A3.41
A3.42
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D1
1
2
5
5
1
2
11
+/- 2'-7"V.I.F. 30" MIN.
LAUNDRY ROOM NOTE:ALLOW FOR MIN. CLEAR OF 4"
FOR WASHER (MODEL NO.GTW18OSC) AND DRYER
(MODEL NO. GTX22EAS) FROMFINISHED PLUMBING WALL TOBACK OF APPLIANCE. BASED
ON SPECS PROVIDED BYCLAY HOUGH ON
9/ 9/ 16
1112131415161718
WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B
1 38" 2'-6" 6'-8" 7B
1 38" 2'-0" 6'-8" 7B2'-0" 6'-8" 7B 1 38"
1 34" 6'-0" 6'-8" 4GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYLC TEMPERED GLASS2" 9'-0" 7'-0"INSULATED METAL METALD
METAL 3'-0" 6'-8" METAL/WOODE 1 34" 20 MINUTE RATED DOOR/FRAME
6
5METAL 11 34" 3'-0" 6'-8" ALUMINIUM/GLASSF EXTERIOR SWING W/ TRANSOM ABOVE
FHC WOOD/COMPFHC WOOD/COMPFHC WOOD/COMP
NONEWOODWOOD
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
EXTERIOR GARAGE DOOR
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGSFOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TOTHE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPONFINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADINGCOEFFICIENTS, 78TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72"ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGS THAT WILL NOTALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICESAPPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.24
UNIT EBUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
COVEREDPATIO
ENTRY
LAUNDRY
DININGROOM
BATH#1
CLOSETBEDROOM
#1
KITCH.
OPENSHELVES
TUB/SHOWER42" X 60"
STORAGE
LIVING ROOM
RAIS
ED B
AR
CL.
SIN
K
SHELVESW/CABBELOW
DW
BELO
W
ENTRYHW
RANGE
REFRIG.
WC
UP 16 T, 17R
S & R - 42" & 84"
VINYLRAILING
S & R - 66"
A3.13
A3.12
FLOORDRAIN, SEEPLUMBINGENG. FORMORE INFO.
PAN.CAB.
WA
SHD
RYER
CL
HVACRETURN
A
A
A
5
1
2
3
46
7
89
2'-3"
13'-8 3/4"
4'-5
3/4
"7'
-7 1
/2"
12'-1
1"12
"
11'-10 1/4" 12" 11'-7 1/2" 12"
6"6"
CL
2'-8 1/4" 3'-1 3/4"
3'-3
"7'
-6"
1'-6
"
16'-0
1/2
"
1'-6" 4'-6" 2'-3"
4'-0
"10
'-1"
4'-1
"
6'-0
3/4
"
CL
3'-9
1/2
"
20'-6"6'-9 1/4"
CL11
'-2"
10'-6"
20'-1
3/4
"
6'-0"16'-3 1/4"
2'-5 1/2"TO PRHT
WALL
5'-11 1/2"
3'-6
"
12'-10 1/2" 5'-4 1/4"
6'-6 1/2"
11'-8
3/4
" TO
PRHT
WA
LL6'
-9 3
/4" T
O P
RHT
WA
LL2'
-0"
3'-7
3/4
"11
'-9 1
/4"
3'-9"(40" MIN.)
6'-6 1/2"
37'-2
1/4
"
A
2'-0
"
5'-6"6"
5'-9 1/2"
ELEC. PANEL(2"X6" WALL)
A3.13
4A
5
TYP
56
TYP
6
TYP
1
TYP
2
D
ABOVE
1
18"MIN.CLR.
36" M
IN.
CLR
.18
"M
IN.
1'-5 1/2"
36"M
IN.
A
4'-1
1/2
"
1'-3" 5'-3 1/2"
20'-1
1/4
"
6"
CL
CL
CL
CL
6" X6"PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
4A
3A 3B 3C 3DOR OR OR
1
TYP
1'-6"
2" X 6"KNEE WALL
2" X 4"KNEE WALL
6"
A
CL
4A
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
STAIRWAYBEDROOMS
BATHROOMSCLOSETSLAUNDRY
VINYL
CARPETVINYL
CARPETVINYL
CARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR TYPE: A
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: B DOOR TYPE: C
8'-0
" R.O
.
6'-8
"4"
12"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLYMUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, RIGID STOP
SET #6: ENTRY PASSAGE SET: BUTTS, STOP WITH DEADBOLT(AT STORAGE UNIT ONLY)
EXTERIORINSULATEDOUTSWING DOOR
DOOR TYPE: D
EXTERIOR STEEL INSULATEDSWING DOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE
BATH #1 42" 42" 43" W/ 6" BANJO 5 LAMP- 36"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
3'-6
"
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
OPEN
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
3'-6
"
OPEN
9'-0
"
FIRST FLOOR/ TYPE B LAYOUT SECOND FLOOR LAYOUT
SEE DETAIL16/A4.1
SEEDETAIL
17/A4.1
COVEREDPATIO
LAUNDRY
DININGROOM
BATH#1
CLOSET
BEDROOM#1
KITCH.
OPENSHELVES
PAN.
TUB/SHOWER42" X 60"
STORAGE
LIVINGROOM
HVACRETURN
REFRIG.
RANGE
WC
DN
S &
R -
66"
S & R - 42" & 84"
S & R - 66"
4 SHELVES36",48",60",72"
VINYLRAILING
RAIS
ED B
AR
SIN
KD
WBE
LOW
ATTICACCESS
(20 MIN.)
LINE OFCATHEDRAL
CEILINGBREAK ABOVE
LINE OFCATHEDRAL
CEILINGBREAK ABOVE
LINE OF CEILINGBREAK ABOVE
A3.13
A3.12
FLOORDRAIN
HW
WA
SHD
RYER
13
10
1112
14
16
A
A
AA
A
A
A
A
TRUSS MFG. TO COORD.CATHEDRAL CLG. ABOVE
W/ EXTERIOR ROOF SLOPEELEC.
PANEL
2'-3"
13'-8 3/4"
5'-3
3/4
"7'
-11"
9'-7
1/2
"
7'-0
1/2
"7'
-6"
16'-0
1/2
"
1'-6" 4'-6" 2'-3"
4'-0
"10
'-1"
6'-0
3/4
"
20'-6" CL
6'-9 1/4"
CL
10'-4
"
10'-6"
20'-1
3/4
"
6'-0"
16'-3 1/4" 2'-5 1/2"
5'-11 1/2"
3'-6
"
+/- 11'-8"
+/- 5'-4 1/4" 6'-6 1/2"
12'-4
1/4
" TO
PRHT
WA
LL+/
- 6'-1
0 3/
4"TO
PRH
T W
ALL
2'-0
"3'
-4 1
/2"
3'-10"(40" MIN.)
6'-6 1/2"
37'-2
1/4
"
1'-6"
1'-3" 5'-3 1/2"
19'-1
0"
6"
12'-1
1/2
"
47"
3'-11 1/2"
4'-0
"
2'-7"1'-5"
1'-6
"
+/- 6'-6 3/4"
CL
CL
CL
13'-1 1/2"
3'-7 3/4"6'-1 1/2"
CLCL17'-10 1/4"
3'-3 1/4"
CL
8'-7 7/8"
CL
CL3A 3B 3C 3DOR OR OR
3AOR3B
OR3COR3D
6
TYP
5
TYP
LINE OFDROPPED
CLG.ABOVE
1
PRHTWALL
6
2
5
1 1
+/- 2
5 1 2"
+/-25 12"
+/- 4
'-8 3
/4"
TO P
RHT
WA
LL
2" X 6"KNEEWALL
2" X 4"KNEEWALL
154'-1
1/2
"
6"
A
CL
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
TYPE
12 6'-8"B 1 38"
2'-10" 6'-8"
GLASS/ALUM/VINYL ALUM/VINYL
B 1 38"
W/TRANSOM. ADA THRESH.
4FHC WOOD/COMP WOOD
34567
89
10
11
B 6'-8"1 38"3
45GLASS/ALUM/VINYL ALUM/VINYLC
1
TEMPERED GLASS, ADA THRESHOLD6'-8"B 1 38"
2FHC WOOD/COMP
WOODFHC WOOD/COMP
6'-8"1 38"3'-0" 6'-8"D 1 34"
6'-8"A 1 34"
FHC WOOD/COMP 2'-10" 6'-8"B 1 38"6
WOOD
FHC WOOD/COMP WOOD2'-10"2'-10"3'-0"
WOOD
METAL METAL
3'-0"4
1312
141516
46'-8"B 1 38"FHC WOOD/COMP WOOD2'-0"
6'-8"B 1 38" 4FHC WOOD/COMP WOOD2'-0"6'-8"B 1 38" 4FHC WOOD/COMP WOOD3'-0"
6'-8" 63'-0"DMETAL METAL
GLASS/ALUM/VINYL ALUM/VINYL W/TRANSOM. ADA THRESH.16'-8"A 3'-0"
6'-8"B 1 38"FHC WOOD/COMP WOOD 32'-10"B 6'-8"1 38" 2FHC WOOD/COMP 2'-0" WOOD
5GLASS/ALUM/VINYL ALUM/VINYLC TEMPERED GLASS, ADA THRESHOLD6'-8"1 38"
1 34"
1 34"
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
EXTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
EXTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
3'-0"
3'-0"
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996IMPACT RATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THEBUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARYDEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVEBEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FORADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR ANDMORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS ORFIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETERSPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE,U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN - FHA OR TYPE B
1A1.26
UNIT FL-1BUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
ENTRYUP 16 T, 17R
BEDROOM #1
BATH#1
CL.
COVEREDPATIO/
SUNROOMDININGROOM
LIVINGROOM
LAUND.
KITCH.(SEE 2ND FLOOR
FOR DIMS)
RAIS
ED B
AR
SIN
K
DW
BELO
W
PAN.
BEDROOM #2
BATH#2
TUB/SHOWER42" X 60"
CL. CL.
BEDROOM #3
CLOSET
CL.
CL.
1
2
34
7
8
56
9
1011
12
13
14
WA
SHD
RYER
RANGE
REFRIG.
HW
WC
WC
22'-1
"
5'-9
"6'
-1 1
/2"
3'-9
1/2
"6'
-5"
30'-9
"
8'-8
"
1'-6
"7'
-2"
13'-5
1/2
"
11'-3"
5'-5
1/4
"8'
-0 1
/4"
4'-1
1"3'
-9"
12'-6
1/2
"
5'-5
1/2
"
5'-9 3/4" 6'-2 3/4"
3'-8"(36" CLR
MIN.)
10'-5 3/4"1'-6 3/4"
10'-8 1/2"
5'-9
"5'
-10
3/4"
11'-7
3/4
"
11'-7
3/4
"
21'-8 3/4" 12'-6"
34'-2 3/4"CL
11'-7
3/4
"5'
-7 1
/2"
11'-7
1/2
"14
'-9 1
/2"
5'-1
1/2
"7'
-0 1
/2"
58'-1
0 1/
4"
7'-0 1/2"
15'-8 1/2" 7'-0 1/2"
2'-6
"
5'-0
1/2
"
6'-0 1/4"
+/- 14'-8" TO PRHT WALL
2'-6 1/2"
6'-0"
11'-3"
6'-2 1/2" 5'-0 1/2"
2'-2 1/2"
5'-11 3/4"
S &
R -
66"
2 SH
ELV
ES54
" & 6
6"
S & R - 42" & 84"S & R - 42" & 84" S & R - 66"
S &
R -
42" &
84"
S &
R -
66"
S & R - 66"
S & R - 66"
S &
R -
66"
4 SHELVES36",48",60",72"
4 SH
ELV
ES36
",48"
,60"
,72"
15
3'-0
"
2'-0
"3'
-0"
5'-0"
11'-2 1/4"
1'-4" 1'-8" 6'-0" 1'-8" 1'-4"
5'-5"
ENTRY
16ELEC. PANEL(FURR-OUT EXT.WALL AS REQ'D.)
A7.22
A3.23
A3.21
56
TYPTYP
5TYP
5TYP
1
TYP
2D
ABOVE
FD
1
1
1
1
12'-0"
1'-4
"
18"MIN.CLR.
36"
CLR
MIN
.36
" CLR
MIN
.
40" MINCLEAR
18"
MIN
.
18"MIN.
TUB/SHOWER42" X 60"
4B
LINE OF ENLARGEDCLOSET ABOVE,FIELD FRAME NEWFLOOR W/ 2" X 8" AT16" O.C. TOMAINTAIN 80" CLEARHEAD HGT., V.I.F.
+/- 9'-2 1/2"
A
KNEE WALL
HVACRETURN
2'-5 1/2"
+/- 10'-7 1/4"
9'-9"1'-6"
6"
6"
6"
CL
CL
CL
21'-2
1/2
"
2'-7
"
4'-6
1/2
"
11'-2
"
8'-1
1"
3'-6
"
2'-0 1/2"
CL
VINYLRAILING
CLCL
6" X6"PT POST
LINE OFCONCRETE
SLAB
LINE OFCONCRETESLAB
LINE OF PORCHROOF ABOVE
3AOR3B
OR3COR3D
1'-8
"
4A
CL
15
3A 3B 3C 3DOR OR OR
6
36"
MIN
. CLR
.
2" X 6" PRHT WALL,SEE DETAIL 17/A4.1
2" X 4" PRHTWALL, SEE
DETAIL 16/A4.1
12"
MIN
.
A
A
A
A
A
6"
A
CL
8'-2 1/4"4A
4A
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
CARPET
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPETVINYL
VINYLCARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
TYPE MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAME HARDWARE NOTES
123456789
10
TYPE
1112131415161718
6'-8"1 38"
A 4'-0" 6'-8"1 38"FHC WOOD/COMP WOODA 4'-0" 6'-8"1 38"FHC WOOD/COMP WOODB 6'-8"1 38"FHC WOOD/COMP WOOD
6'-8"1 38"FHC WOOD/COMP WOOD
6'-8"1 38"
B 6'-8"1 38"FHC WOOD/COMP
6'-8"1 38"
ALUM/VINYL
B 6'-8"1 38"FHC WOOD/COMP 46'-8"1 38"
6'-8"
1 38"
1 38"B 6'-8"1 38"FHC WOOD/COMP WOODB 6'-8"1 38"FHC WOOD/COMP WOOD
444
2
5
142
HINGES TO ALLOW DOOR SWING =/> 90°
2'-10"2'-10"
2'-0"2'-6"
B
C
WOOD 4
WOOD
TEMPERED GLASS, ADA THRESHOLD2'-0"
2'-10"
2'-10"
B 2'-10"FHC WOOD/COMP WOOD 3
BFHC WOOD/COMP WOOD 2
GLASS/ALUM/VINYL
BFHC WOOD/COMP 2'-10" WOOD 4
3'-0"METAL ALUM/GLASSD W/12" SIDELITE, TRANSOM & ADA THRESH.
6'-8"1 38"B 2'-10"FHC WOOD/COMP WOOD 4
6'-8"1 38"FHC WOOD/COMP WOOD 3B 2'-10"
B 6'-8"1 38"FHC WOOD/COMP WOOD 32'-10"
HINGES TO ALLOW DOOR SWING =/> 90°
6'-8"1 38"BFHC WOOD/COMP 2'-10" WOOD 4 HINGES TO ALLOW DOOR SWING =/> 90°
6'-8"1 38" 13'-0"METAL ALUM/GLASSD W/12" SIDELITE, TRANSOM & ADA THRESH.
INTERIOR SINGLE SWING DOOR
INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
19 B 1 38"FHC WOOD/COMP WOOD 43'-0" INTERIOR SINGLE SWING DOOR6'-8"
3'-0"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BERATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE).6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.
INTERIOR DOUBLESWING DOORRAISED PANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C DOOR TYPE: D
8'-0
" R.O
.
6'-8
"4"
12"
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, RIGID STOP
EXTERIOR STEEL INSULATED SWINGDOOR W/GLASS TRANSOM, BASEDON THERMATRU 6 PANEL
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP
BATH #1BATH #2
LIGHTMIRROR
48"48"
48"48"
48" W/ KNEE WALL 5 LAMP- 36"49" W/6" BANJO 5 LAMP- 36"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
3'-6
"
OPEN SEE DETAIL16/A4.1
BEDROOM #1
BATH#1
CL.
COVEREDPATIO/
SUNROOM
DININGROOM
LIVINGROOM
KITCH.
PAN.
BEDROOM #2
BATH#2
TUB/SHOWER42" X 60"
CL. CL.
BEDROOM#3
CLOSET
CL.
CL.DN LAUND.
RAIS
ED B
AR
A
A
REFRIG.
WA
SHD
RYER
RANGE
HW
WC
WC
3'-5
3/4
"
17
2
18
4
7
8
56
9
17 18
17
19
17
S & R - 66"
4'-2
1/8
"9'
-10"
9'-6
1/2
"12
'-6 1
/2"
3'-0
1/2
"
HVACRETURN
2'-9" 6'-3 1/2"
2 SH
ELV
ES54
" & 6
6"
S & R - 42" & 84"S & R -42" & 84"
S &
R -
42" &
84"
S & R - 66"
S &
R -
66"
S &
R -
66"
S &
R -
66"
4 SHELVES36",48",60",72"
4 SH
ELV
ES36
",48"
,60"
,72"
ATTICACCESS
(20 MIN.)
4'-0
"
3'-6" 3'-6"
A
A
ELEC.PANEL
LINE OF CLG.BREAK ABOVE
DROP CLG.ABOVE AS REQ'D.FOR HVAC
CATHEDRALCLG. BREAK
ABOVE
LINE OF CATHEDRALCEILING BREAK ABOVE
LINE OF CEILINGBREAK ABOVE
A3.22
A3.23 A3.2
1
56
TYPTYP
5TYP
5 TYP
1
TYP
2
FD
1'-4
"
1'-4"
12'-6"
5'-9
"
6'-0 1/4"
7'-8 1/4"
6'-2 1/2" 5'-0 1/2"
3'-9
1/2
"
12'-0 1/2" 3'-8" 7'-0 1/2"
+/-
3'-6
"
2'-3 1/2"
15'-8 1/2"
21'-2
1/2
"10
'-10
1/2"
TUB/SHOWER42" X 60"
2
ENLARGEDCLOSET OVER
STAIRS+/- 4'-0"
A
A
A
DW
BELO
W
KNEE WALL
22'-1
"
9'-6
1/2
"6'
-1 1
/2"
6'-5
"
30'-9
"
8'-8
"
1'-6
"7'
-2"
13'-5
1/2
"
11'-3"
5'-5
1/4
"8'
-0 1
/4"
4'-1
1"3'
-9"
10'-5 3/4"
5'-9
"5'
-10
3/4"
11'-7
3/4
"
11'-7
3/4
"
21'-8 3/4"
34'-2 3/4" CL
11'-7
3/4
"5'
-7 1
/2"
11'-7
1/2
"14
'-9 1
/2"
5'-1
1/2
"7'
-0 1
/2"
58'-1
0 1/
4"
3'-0
"
16'-9 3/4" 5'-5"12'-0"
9'-9"1'-6"
6"
6"
6"
CL
CL
CL
2'-7
"
1'-8
"
8'-1
1/2
"
2'-0 1/2"
6'-9"
1'-6"
7"
2'-0"
9'-0
"7"
LINE OFCEILING
BREAKABOVE
CL
CLCL
1
6
1
1'-6 3/4"
36"MIN. CLR.
1
2
2" X 6" PRHTWALL, SEE
DETAIL 17/A4.1
2" X 4" PRHTWALL, SEE
DETAIL 16/A4.1
1
3AOR3B
OR3COR3D
6"
A
CL
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDETESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 78TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.28
UNIT FL3BUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
5
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
ENTRY
UP 16 T, 17R
BEDROOM #1
BATH #1CLOSET
CL.
ENTRY
COVEREDPATIO/
SUNROOMDININGROOM
LIVINGROOM
LAUNDRY
KITCH
RAIS
ED B
AR
BEDROOM#2
BATH#2
CL. CL.
BEDROOM #3
CLOSET
CL.
A
A
A
3
2
4
7
65
8
9 10
11
13
WA
SHD
RYER
HW
WC
S &
R -
66"
2 SH
ELV
ES54
" & 6
6"
S & R - 42" & 84" S & R - 66"
S &
R -
66"
S &
R -
66"
S &
R -
66"
12
S &
R -
66"
1
WC
5'-0" 11'-2 1/4" 1'-4" 1'-8" 6'-0" 1'-8" 1'-4" 5'-5"
14
ELEC.PANEL
56
TYP
TYP
5TYP
5TYP
1
TYP
2
D
ABOVE
FLOOR DRAIN
3
1
1
1'-4
"
18"MIN.CLR.
12'-6"
5'-9 3/4"
7'-0 1/2"
15'-8 1/2" 7'-0 1/2"
11'-3"
6'-0 1/4"+/- 8'-7 5/8"
TO PRHT WALL6'-6" 4'-9"
2'-6 1/2"
10'-9 1/4"
5'-5
1/2
"12
'-6 1
/2"
21'-2
1/2
"10
'-10
1/2"
2'-7
"
1'-3"
5'-9 1/2"
TUB/SHOWER42" X 60"
4B
LINE OF ENLARGED CLOSET ABOVE, FIELD FRAMENEW FLOOR W/ 2" X 8" AT 16" O.C. TO MAINTAIN80" CLEAR HEAD HGT., V.I.F.
+/- 8'-11"
A
A
A
11'-7
3/4
"5'
-5 1
/2"
9'-3
1/2
"2'
-6"
19'-9
"7'
-2 1
/2"
4'-11"1'-6 3/4"10'-5 3/4"
6'-2 3/4"
3'-8"(42" CLR
MIN.)
CL
21'-8 3/4"
34'-2 3/4"
5'-5
1/4
"8'
-0 1
/4"
9'-9"1'-6"
CL
6'-0" 8'-2 1/4"
22'-1
"
5'-5
1/2
"6'
-1 1
/2"
6'-5
"
8'-8
"
7'-2
"
CL
1'-6
"
30'-9
"13
'-5 1
/2"
11'-7
3/4
"
CL
11'-3"
5'-9
"5'
-10
3/4"
11'-7
3/4
"
6"
CL
6"
6"
4'-1
"
58'-1
0 1/
4"
2'-0
"
VINYLRAILING
CLCL
LINE OFCONCRETE SLAB
6" X6"PT POST
LINE OFCONCRETE SLAB
LINE OF PORCHROOF ABOVE
3AOR3B
OR3COR3D
+/- 9
'-9 3
/4"
TO P
RHT
WA
LL+/
-2'
-5 1
/8"
+/-
3'-1
0 1/
8"
+/- 3
'-8"
TO P
RHT
WA
LL
FURR OUTWALL ASREQ'D.FOR TUBPLUMBING
3'-0
"
2'-5
3/4
"
2'-4
"
2" X 6" PRHT WALL,SEE DETAIL 17/A4.1
2" X 4" PRHTWALL, SEEDETAIL16/A4.1
1
1
1
5
5'-2
1/2
"
1'-8
"
36"
MIN
. CLR
.
12" 12"
3A 3B 3C 3DOR OR OR
12"
6"
A
CL
4'-1
1"3'
-9"
G.C. TO COORDFINAL HW PAN
SIZE IN THE FIELD
4A
4A
4A
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
5'-0
" R.O
.
A
SINGLE HUNGWINDOW (EGRESSW/OPENINGLIMITING DEVICEAPPROVED FOREMERGENCYESCAPE)
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
STAIRWAYBEDROOMS
BATHROOMSCLOSETSLAUNDRY
VINYL
CARPETVINYL
CARPETVINYL
CARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
TYPE MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAME HARDWARE NOTES
123456789
10
TYPE
11121314
6'-8" TEMPERED GLASS, ADA THRESHOLD1 38"
6'-8"
GLASS/ALUM/VINYL ALUM/VINYLC
1 38"
3'-0" 6'-8"METAL ALUM/GLASSD 1 38" W/12" TRANSOM & ADA THRESH.
A 4'-0" 6'-8"1 38"FHC WOOD/COMP WOODA 4'-0" 6'-8"1 38"FHC WOOD/COMP WOOD
B 6'-8"1 38"FHC WOOD/COMP WOOD
6'-8"1 38"FHC WOOD/COMP WOOD6'-8"1 38"FHC WOOD/COMP WOOD
B 6'-8"1 38"FHC WOOD/COMP
6'-8"1 38"
E 6'-8"1 38"FHC WOOD/COMP 4
6'-8"1 38"
6'-8"1 38"1
5
44
2
34
1
HINGES TO ALLOW DOOR SWING =/> 90°
HINGES TO ALLOW DOOR SWING =/> 90°
2'-10"
BB
WOOD 2
WOOD
3'-0"
3'-0"3'-0"3'-0"
B 3'-0"FHC WOOD/COMP WOOD 3
BFHC WOOD/COMP WOOD 4
BFHC WOOD/COMP 3'-0" WOOD 4
3'-0"METAL ALUM/GLASSD W/12" TRANSOM & ADA THRESH.
B 6'-8"1 38"FHC WOOD/COMP WOOD 33'-0"INTERIOR DOUBLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR2'-10"
3'-0"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BERATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.
INTERIOR DOUBLESWING DOORRAISED PANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C DOOR TYPE: D
8'-0
" R.O
.
6'-8
"4"
12"
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, RIGID STOP
DOOR TYPE: E
INTERIOR SINGLESWING LOUVEREDDOOR
EXTERIOR STEEL INSULATEDSWING DOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP
BATH #1BATH #2
LIGHTMIRROR
36"48"
36"48"
37"
5 LAMP- 36"49" W/ 6" BANJO3 LAMP- 24"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
2'-1
0"
ADA (LOW) WORKSURFACE
2 EQUAL2 EQUAL
6 EQUAL
3'-0
"1'
-6"
3'-0
"1'
-6"
6 EQUAL
36" CLR. MIN.
ADJUSTABLE OPENSHELVING ON
STANDARDS
OPEN
ALTERNATE MICROWAVELOCATION, PROVIDE
POWER AT TIME OF CONST.
FS-2T-SHAPED
TURN AROUND
FS-130" X48"
PARALLEL
FS-130" X48"
PARALLEL
FS-530" X 48"
PARALLELAPPROACH
REFRIG/FREEZER(OFFSET 24")
40" M
IN. C
LEA
R
REFRIG.
40" M
IN. C
LEA
R
SINK
DWBELOW
FS-4T-SHAPED
TURN AROUND
FS-330" X 48"
FRONT APPROACHSINK/ ADJ. SIDEAPPROACH DW
RANGEOVEN BELOW
FS-4T-SHAPED
TURN AROUND
FS-130" X 48"FRONT
APPROACHWORKSURF./OVEN
ADJ. STORAGESHELVES ABOVE
FS-230" X 48"
PARALLELAPPROACH
RANGE
36" M
IN C
LEA
R O
PEN
FOR
WO
RKSU
RFA
CE
AN
D T
TUR
NA
ROUN
D
34" HIGHCOUNTERAT WORKSURFACE,CONT. TO RANGE
FS-160" DIAMETERCLEAR FLOOR
SPACE INCLUDINGCLEARANCE UNDER
ROD/SHELVES
FS-230" X 60"
PARALLELAPPROACH
FS-430" X48" MIN.
LAV.
FS-160" DIA.CLEARFLOORSPACE
FS-360" X56" MIN.
TOILET
36" WIDEWALLHUNGVANITY
16" -
18"
MIN
.
FS-566" X60"LAV/WCOVERLAP
EXCEPTION
HW
A1.28a3A
A1.28a3C
A1.28a3B
ADA TUB/SHOWERW/REMOVABLESEAT (30" X 60")
CO
NTR
OL
END
WA
LL
HEA
DEN
D W
ALL
IN-WALLREINFORCEMENTREQUIRED FORFUTURE SIDE WALLGRABBARS,SEE 1/A1.0 FORADDITIONALINFORMATION
12" C
LR.
MIN
.
18" C
LR.
MIN
.
REMOVABLESEAT
3'-6" (40" MIN. CLR.)
36" HIGHWORKSURFACE,TYP.
FLOOR DRAIN
ELEC. PANEL
DRYER
WASHER
24" M
IN.
FS-642" X60"
LATCH APPROACH,PUSH SIDE
SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS
3'-0
"1'
-6"
3'-6
"1'
-0"
5 EQUAL
2'-1
0"
4 EQUAL
ADA HEIGHTWORKSURFACE
BLIND CORNERLOWER CABINET
BLIND CORNERUPPER CABINET
ADJUSTABLEOPEN SHELVES
OPEN
2'-1
0"
36" CLR.MIN. FOR
SINK/TURNINGRADIUS
3'-0
"
3'-6
"
OPEN PROVIDE ADACLEARANCES ANDINSULATE WASTE ANDHW LINES
OPEN
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL ANDLARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TOPURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7
8TH LOW-EGLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHEDGRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF AFOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOREMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.28a
UNIT FL3 - ADABUILDING
PLANS
SCALE: 12" = 1'-0"ENLARGED ADA CLEARANCE PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES-WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BEUNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BEUNRATED TYPE 5 OR TYPE 6, U.O.N.SEE BUILDING PLANS/ELEVATIONSFOR LOCATION OF BRICK ANDVINYL SIDING.4. FIRST FLOOR/CEILING TO BETYPE B, U.O.N.5. ROOF/CEILING AT SECONDFLOOR TO BE TYPE C, U.O.N.6. UNDER STAIRS, USE MEMBRANERATING D, U.O.N.
3A
3B
3C
RANGE CONTROLSAT FRONT OF
RANGE AS REQ'D.
RANGE
3'-0
" TO
PO
F BU
RNER
S
RANGE NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FOR CONTROLSAND OPERATING MECHANISMS IS 48" HIGH AND A MAXIMUM LOW FORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLEWITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OFTHE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. AS PERANSI2009 309.4 CODE4. THE LOCATION OF CONTROLS FOR RANGES SHALL NOT REQUIRE REACHING ACROSSBURNERS, AS PER ANSI2009 1003.12.5.4.45. AS PER ANSI2009 1003.12.5.5 OVENS SHALL HAVE CONTROLS ON FRONT PANELS.6. FOR OVENS WITH BOTTOM-HINGED DOORS A CLEAR FLOOR SPACE SHALL BE PROVIDEDTHAT IS NOT OBSTRUCTED BY OVEN DOOR IN THE OPEN POSITION, AS PER ANSI20091003.12.5.5.1
DISHWASHER
2'-1
0 1/
2"
DISHWASHER NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FORCONTROLS AND OPERATING MECHANISMS IS 48" HIGH AND A MAXIMUM LOWFORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHINGOR TWISTING OF THE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS.4. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEARFLOOR SPACE FOR THE DISHWASHER OR ADJACENT SINK, AS PER ANSI20091003.12.5.3
3'-0
"
TOP-FREEZER REFIGERATORTOP-FREEZER REFRIGERATOR NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACHFOR CONTROLS AND OPERATING MECHANISMS IS 48" HIGH AND AMAXIMUM LOW FORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUSTBE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORETHAN 5 LBS.4. THE REFRIGERATOR SHALL HAVE AT LEAST 50% OF THE FREEZERCOMPARTMENT AND SHELVES WHEN INSTALLED AT MAX HEIGHT POSITIONSNO MORE THAN 54" ABOVE THE FLOOR. AS PER 1003.12.5.65. A FLOOR SPACE WITH THE CENTERLINE OFFSET 24" (MAX.) FROMCENTERLINE OF THE APPLIANCE SHALL BE PROVIDED WITH A PARALLELAPPROACH, AS PER ANSI2009 1003.12.5.6
4'-0
" (4'
-6" M
AX
TO B
OTT
OM
OF
FREE
ZER
CO
MPA
RTM
ENT)
COUNTERTOP MICROWAVEMICROWAVE NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FOR CONTROLS AND OPERATINGMECHANISMS IS 48" HIGH AND A MAXIMUM LOW FORWARD REACH IS 15".2. MICROWAVE MAY BE BUILT-IN TO CABINETRY OR A FREESTANDING COUNTERTOP STYLE MEETING CODES ASREQ'D.3. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.4. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS.
48" M
AX
HEIG
HT F
OR
TOP
OF
CO
NTR
OLS
48" M
AX
HEIG
HT F
OR
TOP
OF
CO
NTR
OLS
BUILT-IN MICROWAVE
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BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
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REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
A1.30
ACESSIBLETYPICALDETAILS
FAIR HOUSING ACT DETAILS1 NOT TO SCALE
APPLIANCE ACCESSIBILITY REQUIREMENTS FOR TYPE A UNIT2 NOT TO SCALE
8'-0
"6'
-8"
8'-0
"6'
-8"
8'-0
"6'
-8"
8'-0
"6'
-8"
SPRINKLERRISER ROOM
8'-0
"
8'-0
"6'
-8"
8'-0
"
412
412
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
HORIZONTALVINYL SIDING
BRICKVENEER
BRICKVENEER
BRICKVENEER
BRICKVENEER
METAL GARAGE DOOR METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS
DECORATIVESHUTTERSHORIZONTAL
VINYL SIDING
HORIZONTALVINYL SIDING
712
712
612
SPRINKLERRISER ROOM
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT OF UNIT D+24'- 10 1
2"
PEAK ROOF HEIGHT OF UNIT E+29'- 10"
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
612
412
42" DIA. DECORATIVEGABLE VENT
BRICKVENEER
ROOFCRICKET
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
412
612
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
42" DIA. DECORATIVEGABLE VENT
ROOFCRICKET
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 18" = 1'-0"BUILDING 5- FRONT ELEVATION
1
_
A2.1
BUILDING 5EXTERIOR
ELEVATIONS
BUILDING 5- SIDE ELEVATION2
BUILDING 5- REAR ELEVATIONSCALE: 18" = 1'-0"
4
BUILDING 5- SIDE ELEVATION3
SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
SHINGLE OVERRIDGE VENT ASPHALT
SHINGLE ROOF
DECORATIVESHUTTERS
STANDING SEAMMETAL ROOF
HORIZONTALVINYL SIDING
BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR
RECESSED ENTRYRECESSED ENTRY BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
712
SPRINKLERRISER ROOM
LINE OF ROOFCRICKET BEYOND
LINE OF ROOFCRICKET BEYOND
SPRINKLERRISER ROOM
ROOF CRICKET
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT OF UNIT D+24'- 8 1
4"
PEAK ROOF HEIGHT OF UNIT D+29'- 5 1
2"
SIMULATED SHAKEVINYL SIDING
42" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
BRICKVENEER
612
612
SPRINKLERRISER ROOM
OMIT WINDOW ATSPRINKLER RISER ROOM
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE
FIELD
12
6
6
ROOF CRICKET
42" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
HORIZONTALVINYL SIDING
BRICKVENEER
12
ELECTRICALMETER BASE,VERIFY FINAL
LOCATIONIN THE FIELD
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SHEET:
STAMP:
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DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 6- FRONT ELEVATION1
_
A2.2
BUILDING 6EXTERIOR
ELEVATIONS
BUILDING 6- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 6- REAR ELEVATIONSCALE: 3
16" = 1'-0"3
BUILDING 6- SIDE ELEVATIONSCALE: 3
16" = 1'-0"4
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
SHINGLE OVERRIDGE VENT ASPHALT
SHINGLE ROOF
DECORATIVESHUTTERS
STANDING SEAMMETAL ROOF
HORIZONTALVINYL SIDING
BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR
RECESSED ENTRYRECESSED ENTRY BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
712
LINE OF ROOFCRICKET BEYOND
LINE OF ROOFCRICKET BEYOND
SPRINKLERRISER ROOM
OMIT WINDOW AT SPRINKLERRISER ROOM
ROOF CRICKET
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT OF UNIT D+24'- 8 1
4"
PEAK ROOF HEIGHT OF UNIT D+29'- 5 1
2"
SIMULATED SHAKEVINYL SIDING
42" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
BRICKVENEER
612
612
SPRINKLERRISER ROOM
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE
FIELD
12
6
6
ROOF CRICKET
42" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
HORIZONTALVINYL SIDING
BRICKVENEER
SPRINKLERRISER ROOM
BEYOND12
ELECTRICALMETER BASE,VERIFY FINAL
LOCATIONIN THE FIELD
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
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SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 10- FRONT ELEVATION1
_
A2.3
BUILDING 10EXTERIOR
ELEVATIONS
BUILDING 10- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 10- REAR ELEVATIONSCALE: 3
16" = 1'-0"3
BUILDING 10- SIDE ELEVATIONSCALE: 3
16" = 1'-0"4
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE A+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 8 34"
PEAK OF ROOF+31'- 6"
TOP PLATE B+17'- 5"
712
SHINGLE OVERRIDGE VENT
STANDING SEAM METAL ROOF
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING 36" DIA. DECORATIVE
GABLE VENT
10
12
10
126
12
612
BRICK VENEER
BRICK VENEER
FALSE PORCH
TRIMMED OUT COLUMN
HORIZONTALVINYL SIDING
712
ASPHALT SHINGLEROOF
36" DIA. DECORATIVEGABLE VENT
612
SPRINKLERRISER ROOM
612
612
6127
127
12
36" DIA. DECORATIVEGABLE VENT
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
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SHEET:
STAMP:
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DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 12- FRONT ELEVATION1
_
A2.4
BUILDING 12EXTERIOR
ELEVATIONS
BUILDING 12- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 12- SIDE ELEVATIONSCALE: 3
16" = 1'-0"4
BUILDING 12- SIDE ELEVATIONSCALE: 3
16" = 1'-0"3
BUILDING 12- SIDE ELEVATIONSCALE: 3
16" = 1'-0"5
712
SHINGLE OVERRIDGE VENT
STANDING SEAM METAL ROOF
ASPHALTSHINGLE ROOF
SIMULATED SHAKEVINYL SIDING
36" DIA. DECORATIVEGABLE VENT
10
12
10
12
612
BRICK VENEER
712
HORIZONTALSIDING AT POSTS
AT DECKS 11/A4.1
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
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DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16SCALE: 316" = 1'-0"
BUILDING 12- REAR ELEVATIONS1
_
A2.5
BUILDING 12EXTERIOR
ELEVATIONS
8'-0
"6'
-8"
8'-0
"6'
-8"
8'-0
"6'
-8"
8'-0
"6'
-8"
SPRINKLERRISER ROOM
8'-0
"
8'-0
"6'
-8"
8'-0
"
412
412
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
HORIZONTALVINYL SIDING
BRICKVENEER
BRICKVENEER
BRICKVENEER
BRICKVENEER
METAL GARAGE DOOR METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS
DECORATIVESHUTTERSHORIZONTAL
VINYL SIDING
HORIZONTALVINYL SIDING
712
712
612
SPRINKLERRISER ROOM
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT OF UNIT D+24'- 10 1
2"
PEAK ROOF HEIGHT OF UNIT E+29'- 10"
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
612
412
42" DIA. DECORATIVEGABLE VENT
BRICKVENEER
ROOFCRICKET
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
412
612
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
42" DIA. DECORATIVEGABLE VENT
ROOFCRICKET
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 18" = 1'-0"BUILDING 18- FRONT ELEVATION
1
_
A2.6
BUILDING 18EXTERIOR
ELEVATIONS
BUILDING 18- SIDE ELEVATION2
BUILDING 18- REAR ELEVATIONSCALE: 18" = 1'-0"
4
BUILDING 18- SIDE ELEVATION3
SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
SHINGLE OVERRIDGE VENT ASPHALT
SHINGLE ROOF
DECORATIVESHUTTERS
STANDING SEAMMETAL ROOF
HORIZONTALVINYL SIDING
BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR
RECESSED ENTRYRECESSED ENTRY BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
712
SPRINKLERRISER ROOM
LINE OF ROOFCRICKET BEYOND
LINE OF ROOFCRICKET BEYOND
SPRINKLERRISER ROOM
ROOF CRICKET
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT OF UNIT D+24'- 8 1
4"
PEAK ROOF HEIGHT OF UNIT D+29'- 5 1
2"
SIMULATED SHAKEVINYL SIDING
42" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
BRICKVENEER
612
612
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE
FIELD
12
6
6
ROOF CRICKET
42" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
HORIZONTALVINYL SIDING
BRICKVENEER
SPRINKLERRISER ROOM
12
OMIT DECORATIVE SHUTTERS ATSPRINKLER RISER ROOM
ELECTRICALMETER BASE,VERIFY FINAL
LOCATIONIN THE FIELD
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 39- FRONT ELEVATION1
_
A2.7
BUILDING 39EXTERIOR
ELEVATIONS
BUILDING 39- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 39- REAR ELEVATIONSCALE: 3
16" = 1'-0"3
BUILDING 39- SIDE ELEVATIONSCALE: 3
16" = 1'-0"4
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"8'
-0"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
SHINGLE OVERRIDGE VENT ASPHALT
SHINGLE ROOF
DECORATIVESHUTTERS
STANDING SEAMMETAL ROOF
HORIZONTALVINYL SIDING
BRICKVENEERMETAL GARAGE DOOR METAL GARAGE DOOR
RECESSED ENTRYRECESSED ENTRY BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
712
SPRINKLERRISER ROOM
LINE OF ROOFCRICKET BEYOND
LINE OF ROOFCRICKET BEYOND
SPRINKLERRISER ROOM
ROOF CRICKET
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT OF UNIT D+24'- 8 1
4"
PEAK ROOF HEIGHT OF UNIT D+29'- 5 1
2"
SIMULATED SHAKEVINYL SIDING
42" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
BRICKVENEER
612
612
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE
FIELD
12
6
6
ROOF CRICKET
42" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
HORIZONTALVINYL SIDING
BRICKVENEER
SPRINKLERRISER ROOM
OMIT WINDOW AT SPRINKLERRISER ROOM
12
ELECTRICALMETER BASE,VERIFY FINAL
LOCATIONIN THE FIELD
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 316" = 1'-0"
BUILDING 40- FRONT ELEVATION1
_
A2.8
BUILDING 40EXTERIOR
ELEVATIONS
BUILDING 40- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 40- REAR ELEVATIONSCALE: 3
16" = 1'-0"3
BUILDING 40- SIDE ELEVATIONSCALE: 3
16" = 1'-0"4
PDRDININGROOM
HVAC
BEDROOM #1
BEDROOM #2
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
ACCESS DOOR24" X 30"
SLOPE ENDOF CLOSETFOR HEAD HT.
612
1'-2
" MIN
.HE
ELA
T TR
USS
CL.
PRE-MANUFACTURED STORAGETRUSS BY OTHERS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 51
4"
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
PEAK OF ROOF+29'- 5 12"
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.
12"O.H.
12"O.H.36'-0"
DROPPED BEAM ATINSET ENTRY PORCH
80" M
IN. H
EAD
ROO
MV
ERIF
Y IN
THE
FIE
LD
ALTERNATE LINE OF BRICKFACADE, SEE BUILDING
ELEVATIONS FOR LOCATIONS
PRE-MANUF. OPENWEB FLOOR TRUSS
14" DEEP BY OTHERS
A
BD
D
1TYP.
RIDGE VENT DETAIL 5/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONDETAIL 14/A4.1
SEE FOOTINGDETAIL 3/A4.1
SEE PORCH DETAIL10/A4.1 SIM.
SEE STAIRDETAIL 9/A4.1
HOT WATERHEATER
B
BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.
712
+/- 5
'-6"
+/- 13'-0"
PIGGY BACK TRUSSAS REQ'D. PER TRUSS MFG.
5TYP.
PRHT WALL,SEE DETAIL 8/A4.1
10
12
+/- 1
'-6" M
IN.
HEEL
AT
TRUS
S
8'-1
1/2
" FRO
MTO
P O
FSU
BFLO
OR
TO T
OP
PLA
TE
TOP OF SLAB+0'-8"
SECONDFLOOR
SUBFLOOR
+11'- 1"
TOP PLATE+19'- 1 34"
FINISHED GRADE+0'-0"
FLOOR
9'-1
1/2
"8'
-0 3
/4"
1'-3
1/2
"
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.SEE EAVE DETAIL 2/A4.1
LIVING ROOM
ENTRY
LIVINGROOM
LINE OF STAIRSBEYOND
PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS
34" GYPCRETEFLOOR TOPPINGON 14" OPEN WEBFLOOR JOISTBY PRE-MANUF.TRUSS COMPANY
16'-0 1/2"12"
O.H.12"
O.H.
A
C
A
RIDGE VENT DETAIL 5/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONDETAIL 14/A4.1 D
SEE FOUNDATIONDETAIL 15/A4.1
4A5 6
4A
SEE TURNDOWNDETAIL S0.3
1'-2
" MIN
.HE
ELA
T TR
USS
612
+/- 412
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 0 34"
9'-1
1/2
"1'
-3 1
/2"
PEAK OF ROOF+30'- 8 12"
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.
DININGROOM
DININGROOM
KITCHEN34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
PAN. PAN.
8'-0
3/4
" FRO
MTO
P O
F SL
AB
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
+/- 1
0'-4
3/8
" FRO
MTO
P O
F PL
YWO
OD
TO IN
TERI
OR
PEA
K
DININGROOM
DININGROOM
KITCHEN
KITCHEN KITCHEN12
PRE-MANUFACTURED SCISSORTRUSS BY OTHERS
12"O.H. 20'-6"
CL
12"O.H.20'-6"
AA
C C
SOLID BLOCKING/DRAFTSTOPPING
RIDGE VENT DETAIL 5/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONSEE DETAIL 14/A4.1
+/- 4
INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.
W/TRUSS MFG.
DRAFTSTOPPINGAS REQ'D. TO
VERTICAL WEBOF TRUSS
(CONT. AND ONESIDE ONLY)
SEE DETAIL17/A4.1
5
PENDANT LIGHTON SLOPED CLG.
3A
3B
3C
3D
3A
3B
3C
3D
SEE TURNDOWN DETAIL S0.3
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"BUILDING SECTION- UNIT A
1
_
A3.1
UNIT BUILDINGSECTIONS
SCALE: 14" = 1'-0"BUILDING SECTION UNIT FL1
BUILDING SECTION UNIT FL1SCALE: 14" = 1'-0"
2
3
1'-2
" MIN
.HE
ELA
T TR
USS
1'-2
" MIN
.HE
ELA
T TR
USS
612
1'-2
" MIN
.HE
ELA
T TR
USS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE A+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
9'-1
1/2
"8'
-0 3
/4" F
ROM
TOP
OF
SLA
B1'
-3 1
/2"
TOP PLATE B+17'- 5"
27'-3 1/2"
3'-5 1/2"
12"O.H.
12"O.H.
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
PRE-MANUFACTURED FLATBOTTOM CHORD TRUSS
BY OTHERS
BEDROOM#1
CLOSET
BEDROOM#1
CL.
LINE OF STAIRSBEYOND
PORCH
PORCH
PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS
34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
C
AE
3
RIDGE VENT DETAIL 5/A4.1
SEE EXT. PORCHEAVE DETAIL 13/A4.1
SEE DECK DETAIL 12/A4.1SEE DECKDETAIL 12/A4.1
1SIMPSON HURRICANE UPLIFTCONNECTOR, TYP., SEESTRUCTURAL ENGINEER
SEE DETAIL10/A4.1SIMILIAR
SIMPSON HURRICANEUPLIFT CONNECTOR,SEE STRUCTURAL
ENTRY
SIMPSON HANGER TOFLUSH BEAM
+/- 6
'-4"
612
712
5
5
6
4A
SEE TURNDOWNDETAIL S0.3
C
1'-2
" MIN
.HE
ELA
T TR
USS
612
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE A+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 8 34"
9'-1
1/2
"8'
-0 3
/4" F
ROM
TOP
OF
SLA
B1'
-3 1
/2"
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
412
12"O.H. 44'-2 1/2"
PRE-MANUFACTURED SCISSORTRUSS BY OTHERS
PRE-MANUFACTUREDTRUSS BY OTHERS,OVERFRAME AS REQ'D.
PEAK OF ROOF+31'- 6"
17'-6 1/2" 19'-7 1/2"
FLUSH BEAM/GIRDER TRUSSAS REQ'D BY TRUSS MFG.
LIVINGROOM
ENTRY
BEDROOM#2 LIVING ROOM ENTRY
7'-0 1/2"
CL.
BEDROOM#2CL.
+/- 1
2'-0
3/8
" FRO
MTO
P O
F PL
YWO
OD
TO IN
TERI
OR
PEA
K
+/- 23'-5"
FALSE DECKAND RAILINGOPEN TOABOVE, SEESTRUCTURALDRAWINGS
OMIT TRUSS RAFTERTAILS AS REQUIRED
34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
A
C
A
C
1TYP.
RIDGE VENT DETAIL 5/A4.1
FLUSH BEAMOR GIRDER TRUSSBY TRUSS MFG.
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONDETAIL 14/A4.1
2'-0"CANT.
SEE FOOTINGDETAIL 3/A4.1SIMILAR
INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.
W/TRUSS MFG.
1TYP.
5
5
1'-2
" MIN
.HE
ELA
T TR
USS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE A+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR
9'-1
1/2
"8'
-0 3
/4" F
ROM
TOP
OF
SLA
B1'
-3 1
/2"
12"O.H. 12'-6"
12"O.H.
BEDROOM#3
612
PRE-MANUFACTUREDSCISSORTRUSS BY OTHERS
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
412
+/- 1
0'-1
5/8
" FRO
MTO
P O
F PL
YWO
OD
TO IN
TERI
OR
PEA
K
34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
C
A
SEE EAVEDETAIL1/A4.1
SEEDETAIL14/A4.1
SOLID BLOCKING/DRAFTSTOPPING
C
BEDROOM#3
BEDROOM#3
BEDROOM#3
12'-6"
DRAFTSTOPPING AS REQ'D. TOVERTICAL WEB OF TRUSS
(CONT. AND ONESIDE ONLY)
412
CL
RIDGE VENT DETAIL 5/A4.1
A
5
INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.W/TRUSS MFG.
3A
3B
3C
3D
3A
3B
3C
3D
SEE TURNDOWNDETAIL S0.3
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"BUILDING SECTION- UNIT FL3
2
_
A3.2
UNIT BUILDINGSECTIONS
SCALE: 14" = 1'-0"BUILDING SECTION UNIT FL3
BUILDING SECTION UNIT FL3SCALE: 14" = 1'-0"
3
1
LIVING ROOM
HVAC
LAUN.BEDROOM #3
ACCESS DOOR24" X 60"
SLOPE ENDOF CLOSETFOR HEAD HT.
612
BATH #1
1'-2
" MIN
.HE
ELA
T TR
USS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
TOP PLATE
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT9'
-1 1
/2"
8'-1
1/2
"
PEAK OF ROOF
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.
12"O.H.
12"O.H.35'-6"
1'-2
3/4
"MECHANICAL ATTIC
(HVAC UNITS TO BEFIELD LOCATED BASED UPON
FINAL TRUSS CONFIG.)
PRE-MANUF. OPENWEB FLOOR TRUSS
14" DEEP BY OTHERS
PRE-MANUFACTUREDTRUSS BY OTHERS
A
B
D
1TYP.
RIDGE VENT DETAIL 5/A4.1
SEE STAIRDETAIL 9/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
CL.
80" M
IN. H
EAD
ROO
MV
ERIF
Y IN
THE
FIE
LD
HOT WATERHEATER
+11'- 0 14"
+19'- 134"
+24'- 4 12"
+29'- 4"
HALL
B
2" X 6"WALL
BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.
PRHT WALL,SEE DETAIL8/A4.1
5TYP.
2
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
612
12"O.H.
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
TOP OF GARAGE SLAB+0'-4"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 8 14"
PEAK OF ROOF+29'- 5 12"
A
B
1'-2
" MIN
.HE
ELA
T TR
USS
9'-5
1/2
"8'
-1 1
/2"
1'-2
3/4
"
GARAGE
LIVINGROOM
B
4B
CL.BATH
#2 BEDROOM#2
BEDROOM#1
1TYP.
2
SEE FOUNDATIONDETAIL S0.3
SEE FOUNDATIONDETAIL S0.3
BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
PRE-MANUF. OPENWEB FLOOR TRUSS
14" DEEP BY OTHERS
5TYP.
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
612
12"O.H.
SPLITLANDING
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
DININGROOM
KITCHEN
W.I.C.HALL BATH
#2BEDROOM
#3
PDR
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 0 34"
PEAK OF ROOF+28'- 8 12"
A1TYP.
BB
2
2
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.
612
RIDGE VENT DETAIL 5/A4.1
SEE DETAIL 17/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
PRE-MANUF. OPENWEB FLOOR TRUSS
14" DEEP BY OTHERS
5TYP.
SEE DETAIL7/A4.1
D
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
SCALE: 14" = 1'-0"BUILDING SECTION- UNIT C BUILDING SECTION UNIT D
SCALE: 14" = 1'-0"21
_
A3.3
UNIT BUILDINGSECTIONS
SCALE: 14" = 1'-0"BUILDING SECTION UNIT D
3
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
612
A
B
412
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
DSEE STAIR
DETAIL 9/A4.1
ACCESS DOOR24" X 30"
D
PDR
PAN.
BREAKFAST
SLOPE ENDOF CLOSETFOR HEAD HT.
FOYER
HALL
LIN.CL. BEDROOM
#1
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
PRHT WALLSEE DETAIL8/A4.1
PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS
5TYP.
1TYP.
2
B
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
BEDROOM#2
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
612
A
B
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
KITCHEN
BATH#2
BEDROOM#1
GARAGE
B
4B
SEE FOUNDATIONDETAIL S0.3
SEE FOUNDATIONDETAIL S0.3
LIVING ROOM
BATH#1
BEDROOM#2
412
RAISED PLATEHEIGHT W/GWBNAILER (+/- 4 58")
ALIGN EAVELINE WITH
FRONT PORCH
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
SEE DETAIL 17/A4.1
PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS
5TYP.
1TYP.2
TOP OF GARAGE SLAB+0'-4"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
D
STICK FRAMEGARAGE ROOF PER
STRUCTURAL ENGINEER
TOP OF MAIN SLAB+0'-8"
FLUSH BEAM ABOVE
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
_
A3.4
UNIT BUILDINGSECTIONS
SCALE: 14" = 1'-0"BUILDING SECTION UNIT E
BUILDING SECTION UNIT ESCALE: 14" = 1'-0"
2
1
1" X 8" PAINTED WOODWALL CAP
WITH EASED EDGES,
2 41 12"
GWB
7 1/4"
36" A
.F.F
. MIN
.A
T ST
AIR
S
GWBAT TOPOF WALL
12" ROOFOVERHANG
1 1/
2"AI
RBA
FFLE
2" X 6" TOP CHORDS
FLASH AS REQUIRED
VARIES12
DOUBLETOP PLATE
HEIGHTTOP PLATE
VINYL WRAPPED FACIA(TO MATCH TRIM COLOR)
+/- 6
"
SLOPED CATHEDRALCEILING AT SELECTED
LOCATIONS
+/- 1
4" H
EEL
MIN
. (SE
E BL
DG
.SE
CTIO
NS)
5
A
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTORPER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
2" X 4" OUTLOOKERS @ 16" O.C.W/VENTED VINYL SOFFIT
SECTION VIEW
FRONT VIEW
SHELF10"1'-0"
METAL ROD
1" X 4" SUPPORTAT SIDEWALL
1" X 4" BRACE (RIPPED)
1'-0"
TYPICAL SHELF WITH ROD
SECTION VIEWTYPICAL LINEN SHELF
SHELF
6
5
4" CORNER TRIM ATBRICK VENEER
CAULKED JOINTW/BACKER ROD
BRICK VENEER
HORIZONTALSIDING
12" ROOFOVERHANG
1 1/
2"AI
RBA
FFLE
+/- 1
4" H
EEL
MIN
. (SE
E BL
DG
.SE
CTIO
NS)
2" X 6" TOP CHORDS
FLASH AS REQUIRED
2" X 4" OUTLOOKERS @ 16" O.C.W/VENTED VINYL SOFFIT
VARIES12
DOUBLETOP PLATE
HEIGHTTOP PLATE
+/- 6
"
SLOPED CATHEDRALCEILING AT SELECTED
LOCATIONS
1" X 4" TRIM BOARD- WRAPPED
6
A
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTORPER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
BLOCK AS REQ'D.
VINYL WRAPPED FACIA(TO MATCH TRIM COLOR)
2X12 STRINGER
RATED CEILINGMEMBRANE SEETYPE D, 2/T1.3
1" X 6" RISER
WOOD RAIL1 12" -2" TH.
TYPICAL RAILINGSECTION DETAIL
7 3 4"
MA
X.
10" MINIMUM(NOSING TO NOSING)
34"-3
8" A
.F.F
OR
STA
IR N
OSI
NG
2" X 12" TREAD
34"
NOSING
CARPETAS SCHED.
MULTI-STORY RESIDENTIAL UNIT STAIR NOTES:1. CHANGES IN ROOM ELEVATION OF ONLY ONE RISER WITH DWELLING UNITSDO NOT REQUIRE HANDRAILS.2. HANDRAILS WITHIN A DWELLING UNIT THAT IS NOT REQUIRED TO BE ACCESSIBLENEED ONLY EXTEND FROM THE TOP RISER TO THE BOTTOM RISER (SEE 1014.6 EX. 1).3. WITHIN A DWELLIN UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING ISALLLOWED ON THE LOWEST TREAD (SEE 1014.4 EX. 2).
2
12 12
2
FLASH AS REQUIRED
VARIES12
SEE TYPICAL EAVE DETAIL1/A4.1 FOR TYP. NOTES
(MATCH EAVE HT AROUNDBUILDING, SEE ELEVATIONS)
+/- 6
"
+/- 1
4" H
EEL
MIN
. TO
MA
TCH
EAV
E HT
ARO
UND
THE
HOUS
E, (S
EEBU
ILD
ING
SEC
TION
S)
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTOR
PER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
PT GIRDER (SEE STRUCT.) LET INTOWALL BEYOND, TYP., FURR DOWN
AS REQ'D. TO MATCH ELEVATIONS ANDBOX OUT TO MATCH WALL THICKNESS
HORIZ. VINYLSIDINGBEYOND, TYP.
1'-0" O.H.TYP.
E
B
6
SOLID RIM JOIST (1 14" MIN.)
TO MATCH FLOOR DEPTHSEE STRUCTURAL ENG.
PT GIRDER W/PWDTO FURR-OUT FOR POST CAP
ATTACHMENT, BOX-OUTAT GIRDER AS REQ'D. TO
MATCH COLUMN PROFILE, V.I.F.
FIBERGLASS COLUMN ENCLOSURE(NON-LOAD BEARING), +/- 8" X 8"FINISHED DIMENSIONS, SEE ELEVS.
POST CAP BY SIMPSONSEE STRUCT. ENG. FASTEN PER
MANUFACTURER'S SPECS
WINDOW AS SCHED.1" X 6" TRIM BAND
VINYL SOFFIT/WALLPANELING PER
OWNER SELECTION
6"
2'-0"
DECORATIVE PVC TRIM MOLDINGW/ VINYL CLAD FACIA
COR
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTOR
PER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
UNRATED PORCH ROOFSTANDING SEAM METAL ROOFING
WITH 30 # BUILDING FELT ORSYNTHETIC UNDERLAYMENT AS
RECOMMENDED BY ROOFING INSTALLER7
16" APA RATED SHEATHINGPRE-FABRICATED ROOF TRUSSES @ 16" O.C.
OFFSET CLEAT
SIMPSONHANGER
PERENGIN.
STEEL LINTEL PER STRUCT. ENG.(ANGLED AS REQ'D.) AT ROOFPEAK, SEE BRICK SHELF ANGLESCHEDULE FOR MORE INFO.CONTINUOUS
FLASHINGAS REQ'D.
A
PREFABRICATEDRIDGE VENT, SHINGLESON TOP
+/- 4"HOLD SHEATHINGBACK AT TRUSSED
ROOF RIDGE
PREFABRICATEDROOF TRUSSES
OR E
2
2
1
3
SEQUENCE FORFLASHING
WINDOW FIN BEHINDFLASHING
FLASHING NOTES:FLASHING TO BE 6" (MIN.) WIDE STRIPOF BLACK POLY SET IN MASTIC,STAPLED TO SHEATHING. APPLY BOTTOM FIRST,SIDES SECOND AND LAP OVER BOTTOMPIECE, TOP PIECE LAST & OVER SIDE PIECES.OMIT AT BRICK VENEER WHERE BUILDING PAPER ISAPPLIED OVER SHEATHING.LAP BUILDING PAPER OVER WINDOW FIN TOFLASH WINDOWS.
2
12 12
2
12
2
4
4" M
IN.
THRU BOLTS SEESTRUCT. ENG.FOR MORE INFO.
2" X 4" PT LEDGERW/2" X 12" PT BAND,
MIN. (5) 12D NAILS@ EACH JOIST,
FLASH AS REQ'D,GIRDER PER PLAN
RIM JOIST BY TRUSSMANUFACTURER
3'-6
"
2
DECK RAILING2 X 4 TREATED RAILS
W/2"X2" TREATED PICKETS4" MAX CLEAR BETWEEN
PICKETS OR ALTERNATIVEVINYL/PVC RAILING SYSTEM
2"
TYP. DECKING54" X 6" PT DECKING
OVER 2" X 8" PTJOISTS @ 16" O.C.
2" X 8" PT WOOD BAND OVER(2) 2" X12"'S PT GIRDER LET INTO
WALL BEYOND, TYP., FURR DOWNAS REQ'D. TO MATCH ELEVATIONS AND
BOX OUT TO MATCH WALL THICKNESS
2" X 6" PT TOP CAPALTERNATIVE VINYL/PVCRAILING SYSTEM
C
8
5LINE OF EXTERIORWALL BEYOND,USE PT FRAMINGFOR ALL WOODIN CONTACTW/ THE SLAB
2
1" X 4" TRIM BAND W/DRIP EDGE
FLASH OVER HEADERAS REQUIRED
HORIZONTAL VINYL SIDING BET. TRIM
+/- 2
41 2"
1ST FLOOR- TOP OF SLAB
18"
MIN
.
5
2 4
EQ
EQ. EQ.
EQ
+/- 8
"
RECOMMENDED:METAL FLASHING
STARTER STRIP
PT WOOD 2" X 4" SILLW/FOAM SILL SEALER TYP.ALL EXTERIOR WALLS
8" SHOE BLOCK
SIMPSONHOLD-DOWN
SEE STRUCTURALENG. FOR SPECAND SPACING.
SEE STRUCTURAL ENG.DRAWINGS S0.3FOR MORE INFO ONFOOTINGS/REBAR
FINISHED GRADE
8" CMUFOUNDATIONFILL CELLSW/ CONCRETE
CL
TYPICAL BUILDING SLABFINISHED FLOOR AS SCHEDULED
4" CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL POLY VAPOR BARRIER
SEE STRUCTURAL ENGINEREING DWGS.AND GEOTECHNICAL REPORT
1ST FLOOR- TOP OF SLAB
18" M
IN.
6
2 4
+/-
8"
PT WOOD 2" X 4" SILLW/FOAM SILL SEALER TYP. ALLEXTERIOR WALLS
8" SHOE BLOCK
SIMPSON HOLD-DOWNSEE STRUCTURAL ENG. FOR
SPEC AND SPACING.
SEE STRUCTURAL ENG.DRAWINGS S0.3 FOR MOREINFO ON FOOTINGS/REBAR
FINISHED GRADE
8" CMU FOUNDATIONFILL CELLS W/ CONCRETE
FLASHING AND FULL JOINTWEEP SLOTS AT 24" O.C.,1 COURSE MIN. ABOVE GRADEFILL SPACE BELOW W/SOLID GROUT
1" MIN AIR SPACE
CORRIGATED METAL BRICK TIEAT STUD, 18" O.C. MIN. VERTICALLYAND 16" O.C. HORIZONTALLY, USECORROSION RESISTANTMETAL SCREWS, TYP.
RECOMMENDED: DRAINAGE MATAT BASE OF WALL.
EQ
EQ EQ
EQCL
TYPICAL BUILDING SLABFINISHED FLOOR AS SCHEDULED
4" CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL POLY VAPOR BARRIER
SEE STRUCTURAL ENGINEREING DWGS.AND GEOTECHNICAL REPORT
EXTERIOR LOAD BEARING SLAB4" TH. MONOLITIC CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL VAPOR BARRIERSEE STRUCTURAL ENGINEERING DWGSAND GEOTECHNICAL REPORT.
PT WOOD POST, W/ PVC TRIM ENCLOSURE,PER OWNER SPEC., SEE STRUCT. ENG.POST BASE BY
SIMPSON, SEE STRUCTURALENGINEER FOR MORE INFO
58" ANCHOR BOLTS MIN.
SET EPOXY TIEIN THE FIELD PER
MANF. SPECS
3"
SEE STRUCTURAL ENGINEERINGDRAWINGS S0.3 FOR FOOTING INFO.INCLUDING DIMENSIONS
SOLID SURFACECOUNTERTOP
MATERIAL PER OWNER'SSELECTION, V.I.F.
2 4
40 1 2"
AT
BAR
TOP
SIM
.
GWB
7"
1 1 2"
42" T
O T
OP
OF
FIN
ISHE
D C
OUN
TER
EQ EQ
GWB AT TOP OFWALL
KITCHENCABINET
SOLID SURFACECOUNTERTOPMATERIAL PER OWNER'SSELECTION, V.I.F.
SOLID SURFACEBACKSPLASH TOMATCH COUNTERTOP
+/- 4
"36
" A.F
.FTY
PIC
AL
SOLID SURFACECOUNTERTOP
MATERIAL PER OWNER'SSELECTION, V.I.F.
2 6
40 1 2"
AT
BAR
TOP
SIM
.
GWB
18" COUNTERTOP
1 1 2"
42" T
O T
OP
OF
FIN
ISHE
D C
OUN
TER
1 12"
GWB AT TOP OFWALL
KITCHENCABINET
SOLID SURFACECOUNTERTOPMATERIAL PER OWNER'SSELECTION, V.I.F.
SOLID SURFACEBACKSPLASH TOMATCH COUNTERTOP
+/- 4
"36
" A.F
.FTY
PIC
AL
+/- 10" OVERHANG
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2B160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
12 / 16 / 16
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 9 / 23 / 16
ISSUED FORCONSTRUCTION
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
12 / 16 / 16
REVISION #1 12 / 16 /16
_
A4.1
DETAILS
SCALE: 34"=1'-0"TYPICAL EAVE DETAIL AT VINYL SIDING
1SCALE: 1 12"=1'-0"BRICK VENEER CORNER DETAIL
6
SCALE:1 12"=1'-0"SHELF DETAILS
7
SCALE: 3"=1'-0"PARTIAL HEIGHT WALL DETAIL
8
SCALE: 34"=1'-0"TYPICAL EAVE DETAIL AT BRICK VENEER
2
SCALE:1 12"=1'-0"MULTI-STORY UNIT STAIR DETAILS
9
SCALE: 34"=1'-0"EXTERIOR PORCH SLAB DETAIL- AS REQ'.D. SEE STRUCTURAL
3
NOT TO SCALEPORCH GRAPHIC DETAILS
11
13TYPICAL EXTERIOR PORCH EAVE DETAILSCALE: 34" = 1'-0"
10SLOPED ROOF PORCH DETAIL, TYP.SCALE: 34" = 1'-0"
SCALE: 34"=1'-0"TYPICAL FLASHING DETAILS
4
SCALE:1 12"=1'-0"RIDGE VENT DETAIL
5
TYPICAL DECK DETAIL12
SCALE: 34" = 1'-0"
14TYPICAL EXTERIOR FOOTING DETAILSCALE: 34" = 1'-0"
15TYPICAL EXTERIOR FOOTING DETAIL AT BRICKSCALE: 34" = 1'-0"
SCALE: 3"=1'-0"PARTIAL HEIGHT COUNTER DETAIL
16
SCALE: 3"=1'-0"PARTIAL HEIGHT BAR COUNTER
17